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FND BOX CUT SITE PLAN \ A M
ON DROP INLET 1n y Q Ill
IL
(BOX CUT ROCK ROAD Q Z� ® CL �' p
ELEV.-21.87' LOCATED IN SECTION 23, TOWNSHIP 35 SOUTH, RANGE 40 EAST
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CITY OF FORT PIERCE, SAI
NT LUCIE COUNTY FLORIDA x z = Ii ng I)
FND FND NAIL & DISK Z Q' 0 V
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LS # 4971
I� NORTHWEST CORNER OF THE ORANGE AVENUE ® W d aLU
NE 1/4 OF SECTION SITE 23
LU W Z w i
fA w
A y U. _
END 3x4" CM \CIL NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 48 o EDWARDS RD.
!oZ
o FN # 4987 FND 4x4" CM ape9 y Z cV
LS .BASE BEARING LB # 4108 O
Y a 6)
' SOUTH
1.6;k
soo N 89'46°35" E s
- - - - - - - J co F o
ITE TY RO O1 Z r
649.301M 64&98D
I > sa
2: 13 w
AIA xri' O J = rs
OwN
PRIMA VISTA BLVD. N
W Y
d I I ay Z
O ` co O
o �(� I"
0 40 80 120' W
N LOCATION MAP `� a
JV Z I LOT 4 NOT TO SCALE
e O MODEL LAND COMPANY R E>
0 NE % SECTION 23
FDOH in St. Lucie County 3 3 LESS AND EXCEPT PARCEL \ ® v STREET ADDRESS APR 18 2019
Environmental Health N�, N I OCCUPIED o 'S 2260 ROCK ROAD, FT. PIERCE, FL. 34 45
O O c9 ST. Lucle County; Permitting..
Site Plan Approved for Construction v , o
Supersedes All Previous Site Plans for o WELL AND SEPTIC OUT OF RANGE \
., LEGAL DESCRIPTION
OSTDS SF. 92 f36S 8 Well # a
Dom: 27 \ iv LOT 4 OF THE NORTHEAST Y4 OF MODEL LAND COMPANY'S SUBDIVISION z
o OF SECTION 23, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ACCORDING TO �
Reviewer' UNDER GROUND THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 10 OF THE
>
FND 3x4^ CM GAS LINE \ PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SUBJECT TO PIPELINE
LEGEND & ABBREVIATIONS LS # 4907 2 ,03 EASEMENTIN FAVOR OF FLORIDA GAS TRANSMISSION COMPANY
1.6' SOUTH 17.73 \ RECORDED IN OR BOOK 876, PAGE 2210 OF THE PUBLIC RECORDS OF
A ARC LENGTH ST. LUCIE COUNTY, FLORIDA.
A/C AIR CONDITIONER
/ 20,25 19,21 I 18,91 18,43 \
19,92 � LESS AND EXCEPT THAT PARCEL MORE PARTICULARLY DESCRIBED AS
BM BENCHMARKS N86`04'12" 18.36 18,26 17,65CD
C CALCULATED FROM FIELD MEASUREMENTS 20,4 ta.17t,25
2 650.50M 17.77 \ 17.52 FOLLOWS:
650.54'D 5 CHAIN BEGIN AT A 3X4 CONCRETE MONUMENT (STAMPED "R.W. HERR, PLS r
C/L CENTERLINE 1 4' HOG i
EXISTING WIRE PEN LINK FENC 4907") 49.00 FEET SOUTH OF AND 30.00 FEET EAST OF THE `°
CM CONCRETE MONUMENT i sERvzcs POLE PRGPosm
CONC CONCRETE H� WITH NAIL ° 20SSoFT " 35 SOUTH,
CORNER OF THE NORTHEAST Yq OF SECTION 23, TOWNSHIP _ 19.28 NORfHWE5
- 17 3 18�62 \ FND 3x4 CM N89°49 22' RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; RUN Q
BENCHMARK18.3 8
x m 0.
1. # SOOT E (AN ASSUMED BEARING) ALONG THE SOUTH RIGHT OF WAY
DEG OR ' DEGREE w � ELEv-21.53 N o, 1.6' SOUTH
ELEV ELEVATION t ��a X 19,64 / 61 18.35`� %- LINE OF THE NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL
H Q 19,25 =I I X 18,41 'X 18.82 /7 62 \ 2 NO__48, A DISTANCE OF 648.98 FEET, TO THE EAST LINE OF AFORESAID
FFE FINISHED FLOOR ELEVATION z
FND FOUND + •5' �" j 19,14 0� �e 14 LOT 4; THENCE S00'08'45"E ALONG THE EAST LINE OF LOT 4 A WZ
x� O U U
�, 0 L_2s°J PROPOSED 18 85/ 6,61 6,�6 Z DISTANCE OF 254.20 FEET; THENCE RUN N86.0415 W A DISTANCE OF
' z H �3B.V�1 GREEN AREA _ , , N W 6
ID IDENTIFICATION NUMBER 1 4 � � z U 17,10 �
20,50 `� LOT 4 18.64 EXISTING \ O ®� 65D.54 FEET, TO THE EAST RIGHT OF WAY LINE OF ROCK ROAD; oX
-IP IRON PIPE 19,6 0 4o.r - ch V r THENCE RUN N00'1015-W ALONG THE SAID EAST RIGHT OF WAY LINE, A C a==
24,12 POND Z
IR IRON ROD I # ; A _ MODEL LAND COMPANY =. ®O cL DISTANCE.,.OF 207.61 FEET TO THE POINT OF/BEGINNING. J �w
IRC IRON ROD &CAP Ys `N +oa sa PROPOSED s 2- 3.8 NE SECTION 23 16,54 16,65 ® ty Z
2 V ,1 ! W 2 STORY `, 'tt« ` �' I V =
U' 9, P OPOSED CBS 1 24 , rc rc
�_
LB LICENSED BUSINESS (q Q OVERED ..N o 4 COVERED 23.65 J v GENERAL NOTES
{�.t PROPOSED � � Q �
20,33 a 1 .• JRESIDENC v H EXISTING 1G,61 19,34 ' CD \ 1. E �CPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. ® Q
LS LICENSED SURVEYOR V1 Z ENTRY _ o MINIMUM PORCH HOUSE PAD 18,95 al
_ i 010
M MEASURED DATA o Q +�• FUj
FE = 22.2''4 s" X asss C� 2 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT Q ~ wN
MON MONUMENT 18.56 0 0 19. � �7+2.51 RRFEZE 8S6 EXISTING
' ' O CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. ^� U ? °0T
e!
N&C NAIL AND CAP N $ X19,20 +moo WAY z zo-
p z2 z2o — 23,3 ' X to 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE ® �, > o W
NAVD NORTH AMERICAN VERTICAL DATUM m Q p e ' ` ss.o PROPOSED Z4,6 X 1S 32 X 19,45 19:,47 I I ®' (0 AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
16,52
NGVD NATIONAL GEODETIC VERTICAL DATUM d O O \ X
ro C9 �6 � w
o n," 0 6 CONCRETE
NO OR NUMBER W I PROPOSED ' PROPOSED 19,13 19.29 19,37 16.58 \ op 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE o ¢oZg
# WATER LINE OF LOT 4, MODEL LAND COMPANY, HAVING A BEARING OF N894635 E, z Wa([=
W O � CONCRETE ROPOS D \ 16 58 ¢ w a
NTS NOT TO SCALE „Il��••ii m —I \ �1&54 16.51 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE �,2,a
+. �g Po 19.18
16,64 18,76 10, PUBLIC' RECORDS, SAINT LUCIE COUNTY, FLORIDA, (ASSUMED DATUM). �" �9 8
OHP OVERHEAD UTILITIES 20.45 iUi I X 19,19 6' S \ ct 0 rx
w�°
ORB OFFICIAL RECORDS BOOK / \ \ _ 1 ,72 5, FLOOD NOTE: BY GRAPHIC PLOTTING ONLY THIS PROPERTY 1S IN ZONE a LO,
0 18,69 V >. o �o�o
P PLAT DATA 20,50 l 17, S X 18.93 18 82 - "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL ,� 1sIO �Zm
PG(S) PAGE(S) # / PDMP-o ExISTIN Aso 18,80 18,.75 NO. 12111 C 0170 J AND 12111 C 0167 J EFFECTIVE DATE FEBRUARY 16, -j z Z=Ww
PLS PROFESSIONAL LAND SURVEYOR W HOUSE WELL 18.75 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION ® jo W
POB POINT OF BEGINNING 20,18 a a 18.74 X 18.80 O \ CERTIFICATE. o}=
i8,82
POC POINT OF COMMENCEMENT X 6 ` 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM w W
_ >�z
PRM PERMANENT REFERENCE MONUMENT 1c3 c3 v EXIS2 1 ? (NAND) OF 1988. � W Z 2
PSM PROFESSIONAL SURVEYOR AND MAPPER X DIRT h \UNDER GROUND Q o 5 o
R RADIUS i I 19 / v) 0 GAS LINE 7. ALL MEASUREMENTS ARE IN A000RDANCE WITH UNITED STATES .m B Z, o 0,
8,77 1 W \ STANDARDS, IN FEET AND DECIMALS THEREOF. U QQOO
RLS REGISTERED LAND SURVEYOR FND 5/8" I C Ij
LB # 8098 18,56 17,�6 - 8. ALL ABOVE GROUND FIXED; IMPROVEMENTS, IF ANY, HAVE BEEN
R/W RIGHT-OF-WAY BENCHMARK 19.12
® WATER METER ELEv = 19. 6' ii - 18.67 FND 3x4 cri 1 1, LOCATED AND SHOWN HEREON.
18,46 17,8 DRAWN BYI CA
& AND 1 1 19.29 18,77 51 18,67 Ls # SOOT g. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN
AT 17,47 S8905826" W LINKCFENCE Z. SOUTH 8.`J7 18,08 30 CHECKED BYI CA
LOCATED ON THIS SURVEY.
DELTA 20,16 4 19,52 18 81 9.16' 18,34 o X 1 DATEIFEBRUAR'IiY 17, 2019
20,35 - 19,11 4' HOG FND 4X4^ cM 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
UTILITY POLE 4 19,46 WIRE PEN HORIZONTAL,
S 89"58'26" W LB # X4" FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 1, I GALE+
-- — -- _ -
- - — EXISTING 678 351 C/L HOEFFNER LANE 60' iRIW SOUTH LINE LOT 4 I
DIRT DRIVE _ _ _ _ _ _ 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR
-co - - - - - - 18,78 RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S )
20,62 1 ;- - - DEEDRESTRICTIONS, OR MURPHY ACT DEEDS. NOT VALID WITHOUT THE SIGNATURE
x 18.02
-- I AND ORIGINAL RAISED SEAL A
17,38 19;46 19, 3 18,93
i FLORIDA LICENSED SURVEfYOR &
19, 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 04, 2019. MAPPeR. % •.
ZO 5 f,
. GLOBAL POSITIONING SYSTEM (GPS) DOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO (2) � s
DUAL FREOUENCY TOPCON HYPER GA II SYSTEM.
SEAL
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL
STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, _ .
�e= IMPROVEMENTS AND CONTROL ON THE PROJECT.
CHARLES�/��NOLD
- _ PROFESSIONAL SURVEYOR & MAPPER
USING NO.71
3. GP5 SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED FLORIDA LICENS 49
� CARLSON SURVEY 2008,
3 /�'
RIN D DATE
4. THE HORIZONTAL TARGtf ACCURACY FOR THIS SURVEY EXCEEDS --
MINIMUM STANDARDS OF PRA§LICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) SHEET 1 OF 1
5J-17-051. PROJECT NO. 19-506
Flame SDread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: very Heavy
Building Code
6th Edition Florida Building Code: Residential
2014 National Electric Code NFPA 70
Scope of Work
New Two level CBS single family
residence
Design Loads
Roof Live Load: 20.0 p.s.f.
Floor Live Load: 40.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: C
Internal Pressure Coefficent . t8
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Building Data
Occupancy Type: Group R
Construction Type: v
Number of Stories: Two
Project Area: 4292 s.f.
Total Cubic Volume: XXXX
Area Tabulation
1 st Living
2636
2nd Living
537
Total Living 3173
Porch
275
Entry
264
Carport
472
Breezeway
108
Total 4292
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scale
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job number
19001
,NA 1
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Second Level Floor Plan
scale: 1/4" = 1'-0"
R20 Spray
Foam Insul.
10'-0"*- T.O.B.
5/8" d.w.J
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x-') p.t. furring
strips 24"o.c. --\
with R4.1 Foil
insulation
#5 vert. rebar in
grout filled cell
See Floor Plan
for Locations
1 4" 3000# Fibermix Conc.
-----------------_ on.006 Vapor B earier on
Clean, Compacted, Termite
Treated Fill —s
0.00' _
17/3G c•u.n. Y.y wuvu iasicucu
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Drawings by
Others
See Connector
Schedule
1, 2 x 4 n..t. 2 x 4 24"o.c.
Galv. Drip Edge
over 1 x 4 p.t.
2 x 8 Cedar
Fascia Board
Stucco Soffit Over
High Ribbed Wire
Lath
Install one layer of 15#
felt to framing prior to
installing wire lath
8x16x8
CMU Typ.
Hardie Plank Siding
fastened to CBS block
as per Product Approval
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
Stucco Stop
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date
2't4/19
scale
As Noted
job number
7—'—� 19001
sheet
ical Wall Section A-2
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Building Code
6th Edition Florida Building Code: Residential
2014 National Electric Code NFPA 70
Scope of Work
New Two level CBS single family
residence
DesiLm Loads
Roof Live Load: 20.0 p.s.f.
Floor Live Load: 40.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: C
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: Two
Project Area: 4292 s.f.
Total Cubic Volume: XXXX
Area Tabulation
1stLiving 2636
2nd Living 537
Total Living 3173
Porch
275
Entry
264
Carport
472
Breezeway
108
Total 4292
24'-8" I T-8" 12'-8" 4'-0" 11'-8" 6-0" 22'-0"
12'-6" 10'-0" 1'-2" 12"
8'-10" 8'-10"
4'-4" 3'-1" 7" T-8"
F-5" 10'-3"
7„
5„
3' 6„
---- -- ------------- -----
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s.h. s.h. i Porch
10'-0" Cing.
36 I I
s.h.
` from HE
Bdrm. I ,
�. Dining
10'-0" Cing.
10,4, Cing.
26 s.h.
,GT`oL
Egress
36
o
a
a. 6080 Door
- s.h. q�
IT �
N
and (2) 14"
Temp. Side
ri
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Lites
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6%8" r\Gt 13,_0„ 18,_4" d�
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25 s.h.
Safety
Glass
Great Room.
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10'4" Cing. �1
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8'-5"
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3080 Door 26
26 s.h.
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3'-10"
3'-9"
T-2"
T-9"
3'-9"
T-2"
3'-9"
12'-3" T-6" IT-3"
Ground Level Floor Plan
T-5"
9'_3"
2'_4"
T-0"
1 32'_0„
2'-0"
11'-0"
4'-8"
scale: 1/4" = 1'-0"
19'-01,
15'-8"
36-0"
6-0"
22'_0"
3"
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2114/19
scale
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job number
19001
sheet
A-1
scale: 1/4" = F-0"
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R20 Spray
Foam Insul.
10'-0" — T.O.B. - — -
5/8" d.w.J
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t. furring
strips 24"o.c. —N
with R4.1 Foil
insulation
#5 vert.rebarin
grout filled cell
See Floor Plan
for Locations
I 4" 3000# Fibermix Conc.
__________________ on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill --\
0.00'-I�- --� -F.F.E.
17/01- ------ F•ywvvU iabLcucU
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Drawings by
Others
See Connector
`Schedule
//22 2 x 4 n..t. 2 x 4 24"o.c.
Galv. Drip Edge
over 1 x 4 p.t.
2 x 8 Cedar
Fascia Board
Stucco Soffit Over
High Ribbed Wire
Lath
Install one layer of 15#
felt to framing prior to
8x16x8 installing wire lath
CMU Typ.
Hardie Plank Siding
fastened to CBS block
as per Product Approval
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
Stucco Stop
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scale
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job number
19001
n
ical Wall Section
sheet
A-2
Area Tabulation
Flame Spread Index & Smoke Developed Index Building Code Design Loads Building Data l A Living 2636
Insulation Flame Spread: Not to exceed 25 Roof Live Load: 20.0p.s.f. Occupancy Type: Group R
p 6th Edition Florida Building Code: Residential P Y Yp p 2nd Living 537
Insulation Sm ke Developed Index: Not to exceed 450 Floor Live Load: 40.0 p.s.f. Construction Type: V
2014 National Electric Code NFPA 70 �
Wind Speed: 160 MPH Number of Stories: Two Total Living 3173
Wall Finishes: Not greater than 200 Wind Importance Factor: 1.0 Project Area: 4292 s.£ Porch 275
Scope of Work Building Category: II
Ceiling Finish s: Not. greater than 200 '
Wind C Exposure: Entry 264
P Y
New Two level CBS single family Internal Pressure Coefficient: .18 , Total Cubic Volume: 31 032 ef. Carport 472
Climatic & Geographic Design Criteria residence Structure Designed: Enclosed
Weathering: Negligible Termite Area: Very Heavy Soil bearing capacity: 2000 p.s.f. Breezeway 108
Total 4292
98'-8"
24'_S" 1 T-8 12'-8" 4'-0 11'-8" 6'-0" 22'-0„
12'-6" 10'_0" l'-2" 12" 8'-10" 4'_4?' 3'_l" 7, 4' 8" 1 _5 10'_3?
5" 3, 6
0 — — El
BEAM TO C.B.S.
b HUC210-2 (18) 1/4" x 2 3/4" (2) 2 x 12 Beam
v Titen Screws to CBS and v
—7
M0) 1Od to Wood Beam i 16 Columns CBS
36
L-2 s(WYPICAL) � I s.h. Porch L'9 s.h
El m m m m . E 10'-0" Cing.' El lim m
from FFE
M N Stucco Cing.
Bdrm. 1 ° Dining m
10'-0" Cing. L-9 10'-0" Cing.
26 s.h.
m
Egress 36
s.h. _ �c
7 Temp. 6680 Door
Glass atd (2) 14' v (]
Enclosure Litesp Side
�? 6080 French. L-3
L-1 Freestand o w
Tub Unit with 2 I4 0
25 s.h. 6.8, 6" 13'-0" S delites 18 4 HB cv
Safety
Glass m 4068 !]
Great Room
pocket o 10'-0" Cing.
Fel
v Kitchen d.w.
HB
10'-0" Cing.
d (3) 34
0 s.h
3" 12" �
x
2668ffTl
Pocket „ m H344 4 3 -4 5'-5 4'-7" 6'-9" 2'-4" 8 -I 1 3'-0" 6'-0" 4" T-0" T-0" p s.h.O l7 .
=422.5 x36 Range &
Attic Arc. 10'-0" Cing. Ran Hood IT
V Bench no
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Cont. Pad m
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ct Header line
5068 2668 �6� v..r.
m 3080
10'-0" N 3'_7" 3�_6n 2_� 5' 3 cv 2.7 8, French
Cing. H 3 . ` 36" Tall Handrail, P 868 0
vert. at 4"o.c. max. pocket
Bdrm. 2 0° 10
g Breeze
m � O "E lip
lme '- Header YY ay - 0 Carport
0 10' 0" Cing. w ® `w N v Pantry N wh on cv
Ref. pan 10'-O" Cing. 10'-0" Cing.
from FFE from FFE
13'_0n S nr 2.4'p 6 -6" 5'-4?' 8.5?1 _3'_4" = 11'-411
L1
Shelf at 24
oo - 40" a.f.f. Lnd
ILJI s.h.
ion
og
Pair 30" wide Wash
Barn Doors
10,4, Cing.
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Egress L-1 Safety L-� 26 L-1
Glass s.h.
Bdrm. 3 N
�66 Den
10'-0" Cing.
l0'-0" Cing, r Co
Ell m ol IL!11Ell 11il
BEAM TO INTERIOR COLUMN L_I 26 s.h I _6 )3080 Door I J_ I 26
(2) HETA16 Straps with (14) l Od � Egress and (2) 14 s.h
per strap to (2) 2 x;12 beam Temp. Side
(TYPICAL) Lites
Entry
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Y_9" 4,_2, 3'-9" 3.9?. 4'_2,. 3.9" 3P_7? 19?P AsNuted ai
4' 4" 11' Q. job numberlp
11-8 4-4 Ground Level Floor Plan
9'-3" 2 4„ T-0" 32 0 T-0" 11-0' 4'-8" scale: 1/4" = P-O"
19'-01, 36'-O" 1S_8" 6'_0" 22'-0" 3n
19001 �
i
sheet ,CC
A-1U.
(Z
P.
36'-0"
12'-2" 111_81, 12'_2"
3'-6" 4'-8" 3'_6"
25 s.h.
Egress
N
N
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11'-0" 14"
B drm. 4
8'-0" Ceiling
0
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5068
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7
Bdrm.5
8'-0" Ceiling
4"
11'-0" 4"
v
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25 s.h.
Egress �
V
3'-6"
4'-8°
3'-6"
11' 8"
12' 2"
12'_2"
36'-0"
2 x 6 Btm. Cord
(2)2x12
Beam
(2)2x4
Ledger -
(2)2x4
Plate
PANTRY 16
Second Level Floor Plan PT 2 x 4
PT Plate
scale: 1/4" = 1'-0"
Stair Detail
Nosing
13'-4"
Total Run
16 Treads at 10"
Wood
Riser
(2) 2 x 12 Stringer
Three Places —
(1) at each side
and center
Wall Mount Handrail
36" above Tread with
1 1/2" Grip Surface
1 1/2" min. from wall
Wood
Treads
10' 0"w T0'B.
R20 Spray
Foam Insul.
5/8" d.w
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t. furring
ships 24"o.c. —�
with R4.1 Foil
insulation
1/2" d.
#5 vert. rebar in
grout filled cell
See Floor Plan
for Locations
4" 3000# Fibermix Conc.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill —v
7 .-1
� a M
o 0
0.00' F.F.E.
`v
(2) #5
Rebar
Prywvvu rdsicucu
as per trailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Drawings by
Others
See Connector
Schedule
/ 12 2 x 4 p..t. 2 x 4 24"o.c.
Q6 Cont.
Galv. Drip Edge
over 1 x 4 p.t.
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2x8Cedar
Fascia Board
Stucco Soffit Over
High Ribbed Wire
Lath
Install one layer of 15#
felt to framing prior to
W
installing wire lath
8x16x8
U
CMU Typ.
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Lap. Tie to Vert.
Rebar In Cells
Stucco Stop
v I Grade
Typical Wall Section
drawn
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checked
s1
date
n4t19
scale
As Noted
job number
19001
sheet
A_2
1a-on
8'-g,1
no
N�.
-L-j
Left Elevation
scale: 3/16" = V-0"
Rear Elevation
scale: 1/4" = 1'-0"
L
Front Elevation
scale: 1/4" = V-0"
Hardie Plank Siding over
House Wrap over 19/31"
c.d.z. plywood fastened
per nailing schedule typ
at Gable Ends
Hardie Plank Siding'
over CBS block, Typ.
Right Elevation
scale: 1/4" = 1'-0"
Open
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Window Head 81_81,
F.F.E.
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sheet
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F-1
F-2
F-3
18" z 18" mono. footing
18" x 18" mono. footing
with (2) #5 rebar cont
8" x 8" thick edge
with (2) #5 rebar cons
with (1) #5 reb cont
II
4"
18'
4 4"
„
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18"
14
8„
MONO. EDGE
E FOOTING
18„
SHOWER EDGE
STEP FOOTING
FOOTI G
FORMWORK & SHORING
No structural concrete shall be stripped until it has reached
at least80% of the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, & reshores
Shall meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of
construction. A formboard survey shall be submitted to the building
department for approval prior to pouring concrete.
Dowel Rod Re
pair Note
In the event verticalsteel has been omitted from the down
our locations, drill 5" into concrete (no closer than 3 3/4"
from edges and 5" from ends of cap walls) Remove dust
per manufacturers instructions and use Two cart eooxv to
SOIL STATEMENT:
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
compaction.
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be madecuate, he must
immediately report it to the owner and the Architect or Engineer
so as to order a soil boring test.
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil 1 po yethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 W WM provide l" coverage
Concrete shall have at minimum compressive strength of not less
than 3,000 ps.i.
All 90% hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3' in footings and 1 1/2" in
bond beams. Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
In the event the soil bearing capacity falls below 2000 p.s,.f. This
foundation plan may be superceded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
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date
2/14/19
scale
As Noted
job number
19001
sheet
A-4
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer'
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
Head: 12" max. from comers & 30"o.c. max. Jambs:
NOA: 15-0519.05
Windows
SH-5500
Singlehung
PGT Industries
5/16"
Lam
12" max. from corners & 17.7" max. 5" each side of
meeting rail. Use 3/16" Tapcon with 1 1/4" embedment
+33.5 -44.8
+/- 50.0
into concrete
FL#: 17184.5
FL#: 17184.3
Swing Doors
Fiberglass
.Dom,
Plastpro
5/16"Lam.
Lam
. at jambs. 1/4" tapcon
from corners & embed.
screws with ] 1/4" embed. into cone.
screws
+33.5 -36.3
+/- 50.0
FL#:17184.1
Approval
Product
Model Number
Manufacturer
Attachment. Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#: 7271.3
Roofing
5V Crimp26 a.
( g )
Union Corrugating
#9-15 or #10-14 x 2" Long wood screw with washer at each
Rib 12"o.c.
-65.1
-113.1
Fasteners shall be ET&F block nail .30 Head dia..14 Shank dia. and
FL#: 13192.2
Siding
Hardie Plank
James Hardie
1 1/4" long. 21 "o.c. max. spacing
-50.0
-92.0
NOA#: ] 4-tX03.19
Roofing
Titanium PSU
Interwrap
One layer direct to plywood with 4" Horiz. Laps and 6" Vertical Laps
Underlayment
Roofing
Wind Zones - Walls
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction.
All sanitary lines 2 or less shall have a slope of 1/4" per
foot minimum.
All sanitary lines above 2" shall have a slope of 1/8" per
foot minimum.
Provide Anti -Scalding Valve in all showers.
Lowest living area floor elevation (refered as 0.00') to be
set by a professional land surveyor to the required building
department elevation, but not less than 18" above the crown
of the road.
2" v.t.r.
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot water lines
Plumbing Riser Diagram
SIIWR.
2" AIM
VBNN
2
3
3
3
2 a
2
2
3" v.t.r.
Tub '`
I I W.C.
I
,
3
Connector Schedule
Truss
Bearing
Truss
Connector
Qnty.
Connector
Fasteners
Point
Uplift
ID
Uplift
A04G
AS
4444
3 By
(2) 3/4" dia. ATR with a
AT
6123
HGT-3
1
10530
min. emedment of 12"
Drill and Epoxy and (16)
AH
4723
A05G
t Od to Girder
BA
4685
3 Ply
DO1G
A
2081
HHETAI6
1
2235
(10) 10d x 1 1/2"
K
2099
1 Ply
All trusses
Each
<1810
RETA20
1
1810#
(9) 10d x 1 1/2"
<1810
HETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
Brng.
All trusses
Each
<1000
MTS18
1
1000#
(14)10d x 1 1/2"
to Frame
Bmg.
<1000
MTS18
1
1000#
(14) 10d x 1 1/2"
Valley
Supporting
Framing
(4) lOd
Trusses
<250#
VTCR
1
370#
valley
Truss
(3) 10d x 1 1/2"
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers specs.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
3 I I 3 Contractor to approve temporary bracing to prevent toppling
- of trusses see HIB-9
1212
3 2 V
3 22 A
'- 1 2
3
Other specs, if different from above, have priority.
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R.
2 Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy
I 3 ,
3 Provide equal number of studs under girders equal to
the number of plys.
1 1 �
3
t2 2
3 3 2
I
3 3
Wind Zone -Roof Plan
112"
12" v.t.r.
2 L
Do('
WASH
3" 3" c.o.
4"
K
to sewer
system
I
1
2
2
1
2
2
3
3
3
1
4'
4'
-
2
2
1
3
2
3
3
2
3
2
Cast in
place sill or Tie Beam Option
In the event that precast products are damaged in the
field cast
in place sills and tie beams may be used (not
to exceed 5'-10") Typical cast in place tie beam to be
S" 12" (2) #5 top (2) #5 bottom
a min.
x with and
Safe Load Table Notes
Installation Notes
1. All values based on minimum 4" nominal bearing.
1. Installation of U lintels must comply with architectural
Exception: Safe loads for unfilled U lintels must
and/or structural drawings.
be reduced by 20% if bearing length is less than
6 1/2".
2. U lintels can be field cut to the required length.
2. N.R. = Not Rated
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
3. Safe loads are superimposed allowable loads.
4. The exterior surface of U lintels installed in exterior
4. One #7 rebar maybe substituted for two #5
concrete masonry walls shall have a coating of stucco
rebar in 8 inch U lintels only.
applied in accordance with ASTM C-926 or other
approved coating.
5. All safe loads in units of pounds per liner foot.
5. Concrete masonry units used in composite U lintel shall
6. All safe loads are based on simply supported span.
be laid in a running bond.
7. Safe load ratings based on rational design analysis
6. Shore composite lintels as required.
per ACI 318 and ACI 530.
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
grout.
BEAM TO C.B.S;J
HUC210-2 (18) 1/4" x 2 3/4"
Titen Screws to CBS and
(10) 10d to Wood Beam
(TYPICAL)
See Typical
Wall Section
F.F.E.
Pre Engineered
'Trusses 24"o.c.
Stucco Ceiling J
Wrap wood beam
with paper backed
wire lath and stucco
See Floor Plan
Entry & Porch
slope7
� F-1
4" 3000# Fibermix
concrete on grade
Clean, Compacted
Treated Fill
Entry & Porch Section
Cast Crete Lintel Schedule
See Connector
for
rSchedule
I Roof to Beam
rmml
Connection
iv��
O
(2) 2 x 12 p.t. beam
~'
tom
a-1
'
000
bond together with
r-
16d 6"o.c. Fasten to
columns with (2) I-IETA16
W
O
a
^
N
with (14) 10d per strap
A
t�
v
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8 x8CBS
Column Beyond
w
with (1) #5 vertical
hooked into footing
Z
Cd
in grout filled cell
W
d)
W
o
U
A
36" Tall Railing with
W
O
Verticals 4"o.c. max.
- Style and Selection
by Owner
,...1
4x4p.t.
/ 48"o.c. max.
Ct
r--I
Grade
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All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITYLOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
T-10"
6113
681
3079
266
81716 1B/lT
L-2
T-0"
6113
935
3547
356
817161BAT
L-3
10'-6"
2093
1053
1185
301
8F221B/1T
L-4
7-10"
1843
152
1133
50
8F16 lB/lT
L-5
4'-6"
6113
415
2724
70
8F16 lB/lT
L-6
7-0"
2459
200
1462
50
8RF141B/2T
L-7
T-8"
6113
1100
3079
326
8F161B/lT
L-8
4'-6"
8060
250
4224
100
8RF22 1B/1T
L-9
Y-10"
4360
935
2093
356
81716 lB/lT
L-10
T-0"
2661
415
1634
190
817161BAT
L-11
l'-4"
6113
200
3547
50
817161B/1T
L-12
21'-0"
845
676
531
326
8F20 1B/2T
Mim. Beam depths shown, beams may be increased Without convent
At Lintels 30" deep or larger, provide (1) #4 vertical rebar tied to
Horiz. steel at 24"o.c. along length of lintel
o mal nlw
-
-
U.tt
yu,nxf40f1V1'
atboaom oflimel
r m�am" ry
Composite U Lintel Materials
,-+ z
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nominal r
C.M. E
y
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
r z
p F 16- 1 i1 3/ 1 T
inch aggregate and 8 to 11 inch slump.
2. Rebar per ASTM A615 Grade 60
nnfinO
cinac`
nnm 7 5/8" as wn,m"nm
mn�. a
3. Concrete masonry units (CMU) per ASTM C90 with
muntJ<aviV nJsm ,;;;:"
minimum net area compressive strength = 1900 psi
8"nominJ
4. Mortar per ASTM C270 Type M or S
Lintel Type
Designation
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date
2/14119
scale
As Noel
job number
19001
sheet
A-5
■
Ceramic Tile 2 X 4 diagonal "x' GENERAL ROOFING NOTES STRUCTURAL NOTES:
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 bracingat 8'-0'°o.c. All reinforcingsteel shall be high strength billet steel and shall
Galv. drip edge Roofing to be composed of and attached to pre manufactured
A108.6, A108:11, A118.1, A118.3, A136.1, & A137.L Fiber matreinforced startinfrom ridge , P g conform to ASTM A-615 grade 60i specifications Lap continuous V
min. 4 la wood trusses as follows:
backer shall be used behind wall applied ceramic trice in the tub with (3) 12d each P reinforcing 48 bar. diameters or 30m beams: and in slabs. Lap
and shower areas and conform to ASTM C 1325. Per Durock, end Felt underlayment (min. ASTM 0 226 Type II) with 4' min. side and bottom steel over supports and top steel at midspan. Hook h--1
cement board exceeds ASTM C1325: end laps, fasten with coorosion resistant annular ring shank nails discontinuous ends of all top bars. Reinforcing steel shall have M
at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field. a minimum of l concrete cover, or as follows:
If roof pitch is < 4/12 install (2) layers 15# felt. Lip
Gypsum Note If roof pitch is 4/12 or greater, install (1) layer 30# felt. �? Li
BOTTOM TOP 'SIDES Q �
Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 19/32' plywd. sheathingor equal installed with staggered joints & Gi clips, " " „ �
eq gg J P Beams: 11/2 11/2 1
C 1177, C1178; C 1278, C 1396; or C 1658 and installed per FBC residential 1 x 3 p.t. over 2 x 6 nailed to trusses with 8d corrosion resistant annular ring shank nails Slab on Grade: 1 1/2" i l Z
Paint Grade Fascia spaced max. 6 o,c. throughout, except max. 4 o.c. at gable ends. Z .a
code. Per USG, Wallboard conforms to C1396. Structural Poured: 3/4 3/4
All roof trusses are to be pre -manufactured assemblies provided by Poured Walls: 3/4 , in
Gypsum Board & Gypsum Panel Products a licensed wood truss fabricator with seperate drawings and data Slabs exposed
to
2 x 4 blocking at 4'-0 O.C. prepared for actual project conditions by a Florida regg(stered to', the weather 3/4" 1" _ , i ,i W p
startin from d ebetween professional engineer certified for truss design: Any deviation from p. N
Gypsum board and gypsum panel products shall be applied g g (2) 12d trusses 24 o.c: the proposed fans er shown regarding placement A or bearing shall A
at right angles or parallel to framing members' All edges and both top and bottom cords P P P g g P Reinforcing steel shall be detailed and fabricated in accordance t`^
see layout Gable end truss be brought to the attention of the truss engineer rior to fabrication „ 'C p
ends of gypsum board and gypsum panel products shall for two truss spaces from b truss mf r. of the trusses. The truss manufacturer's certified layout shall govern with the Manual of Standard Practice of Detailing Reinforcing
occur on framing members, except those edges and ends that gable end Y g after fabrication. Concrete Structures' and the current ACI Building Code 318'' {--�
are perpendicular to the framing members. Interior gypsum w
board shall not be installed where it is directly exposed to 19/32 c.d.x. plywood The handling, erection, and fixing of wood trusses shall be in All structural steel shall conform to current ASTM Specification A-36 ~"
weather or to water. with 8d nails 4 o.c. accordance with the specifications contained on the certified mfgr's. F °�
Cover with House Wrap drawings and data. Z
All wood in contact with masonry shall be pressure treated or approved s
Wall and ceiling gypsum board shall be fastened with screws se eratin material: fil
spaced at 12"o,c. Screws for attaching gypsum board and gypsum All engineered headers and truss hangers to be provided by the P g l A O
panel products to wood framing shall be Type W or Type S m 2x L web stiffener truss manufacturer. `/
accordance with ASTM C1002 andshall penetrate thewood not as required by the All dimensions shall be verified infield by the contractor. If there are -- 3
less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel See truss shop: truss mfgr. Splitting or cracking of structural components due to installation of any discrepancies the Architect or Engineer shall be notified before r/1
products shall be attached to cold formed steel framing less drawings hardware is not permitted. proceeding. (�
than 0.033" (lmm.) thick shall be Type S in accordance with Unless otherwise noted; the installation of specified hardware shall
ASTM C1002 or bugle head style in accordance with ASTM C1513 Continuous 2 x 4 Lateral conform to the truss manufacturers installation instructions and No slum over 5 shall be permitted for an structural concrete without o
g Y bracing at 1/3 points of Simpson HETA16 truss p P Y
and shall penetrate the steel not less than 3/8" to 0.112 g standard practice: the Architect or Engineer approval.
(lmm to 3mm) thick shall be in accordance with ASTM C954 or span. Nail with(2)16d to bond beam with (14) g PP
bugle head style in accordance with ASTM 1513. Screws for each truss btm. cord 10d x 1 1/2"
g Y located at each truss All Design and Construction shall be inaccordance with the current
attaching gypsum board or gypsum panel products to structural vertical BUCK ATTACHMENT NOTES American Concrete Institute (ACI): and the American Institute of Steel
insulated parties shall penetrate the wood structural panic facing Continuous 2 x 4 bracing Construction (AISC), The Florida Building Code and all applicable
not less than 7/16"o.c. (11.1mm). fastened to beam with
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS local Codes.
5/8" x 6" wedge bolts TO BLOCK WITH 1/4" DIA. TAPCONS WITH 1 1/4" EMBEDMENT
Gypsum board used a the base no a bso for adhesive application with 1/8" x 2" washer 24"o.c; Concrete Bond INTO C.B.S. SET A 6" FROM CORNERS AND AT 12"o.c. MAX. Structural Concrete shall attain a minimum ultimate compressive strength
of ceramic the or other required nonabsorbent finish material shall Beam P dj
(Fc) in 28 days as follows:
conform to ASTM C1396,: C1178, C1278. Use of water resistant U �
gypsum backing board shall be permitted on ceilings. Water (, h1 R AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
resistant sum board shall not be installed over a Class l or Gab Gable End Bracin �, Detai� BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS Column Footing and Wall Footing: 3000 p•s•i,
Class 2 vapor retarder in a shower or tub compartment: Cut or OR T NAILS 4 FROM ENDS AND 12 o.e, Column and walls from foundation to roof: see column schedule. Fps �
exposed edges, including those at wall intersections, shall be All other concrete: 3000 p.s.i. r- N
sealed as recommended by the manufactuer. Water resistant USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
gypsum backing board shall not be used where: there will be Footing sizes and reinforcing are based on allowable soil bearing 00
direct exposure to water, or areas subject to continuous high capaeityof 2000 p.s.i. All footings shall bear in virgin soil. If this h+�1 V p Z
humidity. SHEATHING NAILING NOTES is not the case, the Architect or Engineer shall be notified before ,._•1 R4 N
Alum. window proceeding with the work.
e Pattertl
Cold Formed Steel Note frame corrosive c ncrstant Nailin_ — ((i o0
Ta con concrete Timber (Heavy Timber Construction)
3/8 continuous bead of Brews installed as :: field & 4"o.c. edges a Truss manufacturer shall submit a sighed and sealed shopM
Zone 1: 8d at 6 0:0: g
Cold formed steel framing supporting gypsum board and gypsum caulk (back bedding) behind specified in window - Zone 2: 8d at 4"o:�: edges & field drawings b a registered Engineer.
_
panel products shall be not less than 1 1/4 (32mm) wide in the shim to prevent liquid passage manufacturers product Zone 3: 8d at4"o:@: edges & field Wood rafterstohave a Stress Grade 6f Fb=1200 .s.i.
least dimension. Non Load bearingcold formed steel framing approval �) P
g :.
c Roof members should be secured to
or other
lire beams o
shall comply with d steel
lira and ASTM C645, withSectAI 10, Load 1/4 struct. shim structural components with hurricane arlehors for wind uplift.
bearing cold formed steel framing shall comply with AISI 5200 window sill Pneumatic Nally P p
and ASTM C955, Section 8. set Range in continuous Pneumatic or mechanical driven nails will
"' yy All wood members shall have a minimum fiber stress in bending
entire face olf,buck s the be accepted under the following conditions: of'1200 p:'s.i. with 1/360 max. deflection, 1
C�
Wood Framin Note perimeter caulk Min. nails size 8d or larger ring shank with
g P Min. shank diameter:.113 All bolted connections shall be 1I2" Cadmium plated or better. 1
Wood framin supporting sum board and sum panel . Min. Length: 2"(:�A
rw,
g P stucco finish Min. Head Diameter, .280 Full Round La bolts to be used only in shear connections with minimum
products shall be not less sthan 2" (51mm) nominal thickness g Y
Mina Ring Diameter .012 over shank dia. 4 threaded penetration past steel late.
in th least dimension except that wood furring strips not less a P P P
than 1" by 2" (25min x 51mm) nominal dimension shall be Min. 1b to 20 Rings per Inch
tunable sealants shall comply with
permitted to be•used over solid backing or framing spaced v a a Lag bolted conditions shall be drill tapped no larger than the
ASTM f 9pr Class in grade or c Note
not.. more than 24"o.c. (6lthnm) internal thread diameter and shall not be hammer driven.
greater for proper Joint expansion
and contraction Gun nails shall be permitted as an
recast acceptable fastener from any manufacturer Under Girder Trusses provide equal number of studs as girder
P plys at frame bearing locations
cone. sill Wood screws meeting the same size requirement
may be used in heu of nails without comment
Wire Lath Attachment Typical Precast Conc. Sill Detail GENERAL REQUIREMENTS
Over wood framing the paper Nailing Schedule All work to be as per the current edition of the Florida Building Code
backed wire lath shall be installed
ROOF & F DIAGRAM LOOK ' and meet or exceed all applicable loca
l al requirements.
rements.
PP
e i
q
over one layer of approved plastic use sheathing with #8 grin nails at 6°o.c. W
house Wrap., Lath shall be attached at supported panel edges and #8 gun General contractor is responsible for all labor, materials, utilities, testing,
3/8 continuous bead of nails at 6"o.c, at intermediate supports. U . .
horizontal framing members with 1.5 PP waste removal, storage, securing of site, accomodation, transport/freight,
caulk (back bedding behind Z
roofing nails and to vertical wood and all other cost related to the completion of this project., unless explicitly N b
g buck to prevent liquid passage`'
framing members with 6d common STEP 3 ROOF SHEATHING TO GABLE END FRAME identified here. W o
nails or 1" roofing nails driven to Apply Horizontal Peel & Use #8 gun nails at 4"o.e: Q U w
Owner is responsible for all municipal related charges such as impact
. �� stick Eaching over set flange in continuous P P . gQ >,
penetration of not less then 3/4
Wood Frame
e „ Flange, Extend flashing bead of caulk across the fees, and water connection, except building permit fees; which are to be
of an inch, or 1 wire staples back full width of framing Wall entire face of buck EXTERIOR SHEATHING included in the construction bid. �" c
W
driven flush with the plaster base. I CBS Use #8 gun nails at 4"o.c. at panel edges U
and #8 gun nails at 4"o.c. at panel top and General contractor to check all drawin s for errors and ommissions and 0
Staples shall have crowns not less g
bottom and 6"o.c. in field bring them to the attention of the architect prior to starting any work, or Q
than 3/4 and shall engage not less -
......... :: „:.,.,.,::::,:,.:::. ;, ordering any materials of the respective division of work. If such errors
than three strands of lath and Min. 1 1/4 embedment p
a and ommissions are not reported in writin to the architect, any resulting O
:. n. writing
to the wood framing members .. < . at windows and xrir
p g w w „ THRESHOLD NOTE damages or casts shall be born entirely b the general contractor.
::::>s: s:i=x:<.:::::: e 1 1/2 embedment at g Y Y g H
not less than 3/4 . The fasteners must ;, ,.-...:.:.:::: 8 b a a
i> iil:ils:<;:i a a sl. L doors V1
__ a a_ g At egress door (see floor plan) the max, hgth.
aria ate the wood framin members "" " """ :S Y w Architect is not responsible for the contractors method or means of
p tr g `: -.7 a „ p
not less than 3/4". Fasteners shall be o o q of the threshold shall be 1/2 construction.
n Window Flange Secured • ao o C a : U
7 O:C, max. to wood framing as per on p e 'd .
manufacturers recomen- ---- " General contractor is to keep the site in a clean and safe state through
h
dations 'o b ° 1/2" drywall out the course of construction. On building turnover, general contractor to
q U v (outside bars a)beam
(2) co clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
2 x 4 bottom cord bracingWoodFrame (outside only) (2) comae
Wall00
bars at footing {min.)
24" min. lap (2) i6d at cad, k M Unless otherwise noted, the installation of specified hardware shall
truss. TYVEK Building Wrap. J '
at wood frame locations conform to the manufacturers instructions and standard practice. -
;..;,t,_.. date revision
..............
.............
stucco finish pp All plans and drawings are not considered complete until they have been
veil. dowel lapped with
wall reinforcing, all all comer bars to be the
same size, number, and reviewed and approved b the St. Lucie Count Building Department
STEP 2 perimeter caulk laps 2s° (min.) n grout spacing as ho anneal burs slid the building permit has been issued. Y g P
P filled cell g
Apply Write Pee] & 1/4 max. struct. shim m footing, beams, and walls
Stick Fashing over Attach p.t. bucks
bottom cord of Flange:. Extend flashing With 8d COl1 Halls at caulk '
wood trusses back Hill width of framing _„ 12 EXTERIOR CEILING & SOFFIT NOTE
at 24"o.c. , m . attach. as per drawn ,
.. Typ. Alum. window manufacturers 7f8" Stucco finish over 3/8" high ribbed alv. wire lath fastened to s l a
jamb or sliding glass induct approvals framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" eneckra
# O o, doorjamb
P PP dia. head 6'o.c. max. edges to be tied and nailed at 9'o.c. Provide one
layer of 15# felt to frammng prior to installing wire lath.
:":::::. .:.: ,... M date
STEP 1 wood Frame NOTE: Method of attachment and tunable sealants shall comply with mane
Wall 6„ waterproofing procedures are the ASTM C 920 Class 25 grade or
FApply ashin ill Peel .& Stick INTERIOR WALL FRAMING NOTE AsN
Fashi over Flan e. same at poured concrete sill. greater for proper joint expansion
rig g 221l2" lap min. ,
Extend flashing back : arid.CDritraChori rob number
Interior non bearing walls to be 2 x 4 studs 24"o.c.
full wrath of framing Coat Bucks with Dryl-ock Waterrpproofing 19001
10'-0" after they have been installed and Chaulked Spruce, Pine, Fir (SPF) #2 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in sheet
lieu of screws.
Bottom Cord Lateral Bracing Frame Wall Window Flashing Window & Door Flashing Detail at CBS Wall Corner Reinforcing Detail A-6
Includes Buck Attachment Method —
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ELECTRICAL LEDGEND
lO RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS
SURFACE MOUNTED LIGHT FIXTURE
SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS)
O RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN WITH LIGHT OPTION
O EXHAUST FAN OUTLET
O CARBON MONOXIDE
bTHERMOSTAT DETECTOR
r
DUPLEX OUTLET - SWITCHED ® DOOR CHIMES
DUPLEX OUTLET /ram, SMOKE / CARBON
MONOXIDE DETECTOR
220 V OUTLET
-W SWTTCH -4' TELEVISION
-W THREE WAY SWITCH TELEPHONE
D DIMMER SWTTCH ❑. PUSH BUTTON
NOTE: RECEPTACLES IN KITCHEN &c BATH AREAS TO BE 46" A.F.F.
ALL 120V SINGLE PHASE 15 &c 20 AMP BRANCH CIRCUITS SUPPLYING
Electrical Load Calculations
3173 Living S.F. at 3 VA
9519 watts
Two 20 Amp Appliance Ckts.
3000 watts
One Laundry Cir. @ 1500 watts
1500 wafts
One Range
8000 watts
One Dishwasher & One Disposal @ 1500
watts each 3000 watts
One Microwave @ 2000 watts
2000 watts
One Water Heater @ 4.5 kw
4500 watts
One Dryer @ 5 kw
5000 watts
Two Ref. @ 1500 watts
3000 watts
Three & Half Baths @ 1500 watts each
5250 watts
One Well Pump
2025 watts
(3) #3/0 (THW) copper
and (1) #4 ground (THW)
copper in 2" galy. conduit
Total 46,794 watts
(3) #3/0 (THW) copper
and (1) #4 ground (THW) F.P.L. service
First 10 KVA at 100% 10,000 watts copper in 2" galy. conduit (if overhead
Remainder at 40% 14,718 watts Wall service)
Total 24,718 watts
One AC Heat at 100% 10,000 watts
Total 34,719 watts 200A meter
34,718 W / 240 V = 144.6 Amps
Panel: 200 A. lt 200 Amp —Li
Use 200A Service 1 �, 3W 40 Circuit panel IF,
120/240 Volt
Smoke detectors wired to 120V Bathroom lights
Non Switchable, Non GFI
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate a. c.
electrical schedule if loads are to be modified disc.
(3) #3/0 (THW) copper
and (1) #4 ground (THW)
copper in 2" galy. conduit
t. nnsure panels nave main atsconnect at meter pacx per i-4 k /--iu- to-rv-i
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date
2/14/19
scale
As Noted
job number
19001
sheet A-
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