HomeMy WebLinkAboutBuilding PlansGENERAL NOTES
1. THE CONTRACTOR AND ALL SUB CONTRACTORS SHALL VERIFY. ALL DIMENSIONS AND CONDITIONS AT THE SITE AND
SHALL NOTIFY THE OWNER OF ANY DISCREPANCY.THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY
DRAWINGS AND DIMENSIONS SHOWN ON THE STRUCTURAL WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL,
MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITHIN 10 DAYS
RECEIPT OF DRAWINGS.
2. FLOOR AND WALL OPENINGS, SLEEVES, VARIATION IN STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREA SAND ALL
OTHER ARCHITECTURAL, MECHANICAL,. ELECTRICAL AND CIVIL REQUIREMENTS MUST BE COORDINATED BEFORE
CONTRACTOR PROCEEDS.
3. IN ALL CASES WHERE A CONFLICT MAY OCCUR SUCH AS. BETWEEN ITEMS COVERED BY SPECIFICATIONS AND NOTES
ON THE DRAWINGS, OR BETWEEN GENERAL. NOTES AND SPECIFIC DETAILS THE OWNER SHALL BE NOTIFIED AND HE
WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS.
4. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE.
5. WHERE NO SPECIFIC DETAIL IS SHOWN THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL SIMILAR TO THAT
.INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT.
6. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE.
7. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON STRUCTURAL
DRAWINGS,
8. THE PRECISE DIMENSIONS AND LOCATIONS OF DOORS AND WINDOWS OPENINGS SHALL BE DETERMINED FROM
ARCHITECTURAL PLANS AND DETAILS COORDINATED WITH OWNERS SELECTIONS AND MANUFACTURES SPECS OTHER.
WALL AND FLOOR OPENINGS SHALL BE ALSO REQUIRED BY MECHANICAL, ELECTRICAL OR SIMILAR REQUIREMENTS
SHALL BE VERIFIED FROM SHOP DRAWINGS, EQUIPMENT DATA, DIMENSIONS, ETC., AS REQUIRED.
STRUCTURAL NOTES.-
FOUNDATIONS.-
THE FOUNDATIONS ARE DESIGNED FOR ALLOWABLE SOIL BEARING PRESSURE OF 2500 POUNDS PER SQUARE FO,L�T FILL
MATERIAL UP TO FINISH GRADE SHALL BE PLACED WITH MAXIMUM LIFTS OF 12.INCHES. SUBGRADE AND EACH LIF OF.
MATERIAL SHALL BE COMPACTED TO 95 PROCTOR DENSITY DETERMINED. IN ACCORDANCE WITH ASTM D-1557.
CONCRETE. -
CONCRETE SHALL ACHIEVE A STRENGTH AT 28 DAYS OF3000 PSI FOR FOOTINGS SLABS ON GRADE, AND GROUTED
MASONRY CELLS. TIE BEAMS AND C.I.P. SLABS SHALL BE fc'=3000 PSI. CONCRETE SHALL BE A MIX DESIGNED. BY A
RECOGNIZED TESTING LABORATORY AND SHALL BE PLACED, CURED AND TESTED ACCORDING TO ACI AND ASTM
STANDARDS AND SPECIFICATIONS.
FORMWORK AND SHORING. -
STRUCTURAL CONCRETE SHALL NOT BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO-THIRDS OF THE 28. DAY ESIGN
STRENGTH. ERECTION AND REMOVAL OF ALL FORMWORK SHORES AND RESHORES SHALL MEET THE REQUIREMEITS OF
THE ACI STANDARDS AND SPECIFICATIONS.
REINFORCING STEEL. -
TO BE ASTM GRADE 60 DEFORMED BARS FREE FROM OIL AND RUST STEEL SHALL BE BENT AND PLACED ACCORDII JG TO
THE ACI STANDARDS AND SPECIFICATIONS. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. #5 BA S SHALL
BE LAPPED 2 -0" U.N.O.
WELDED WIRE FABRIC (WWF).-
TO CONFORM TO ASTM A-185 FREE FROM OIL AND RUST AND SHALL BE PLACED ACCORDING TO THE ACI STANDARDS AND
SPECIFICATIONS. MINIMUM LAP SHALL BE ONE FOOT.
MISC STEEL.- I
ALL NEW STEEL TO BE ASTM A-36 STRUCTURAL STEEL, 36 KSI MIN CONNECTIONS PER MIN. CONNECTIONS PER AI3C
STANDARDS DETAILS.. BOLTS TO BE. ASTM A307, WELDED TO BE PER AWS SPEC.
MASONRY WALLS.
8" HOLLOW MASONRY UNITS SHALL MEET ASTM C-90 FOR LOAD BEARING TYPE MASONRY. MORTAR SHALL BE TYPE"M" OR
"S" AND MEET 0-270. GROUT SHALL BE 3000 PSI PEA GRAVEL CONCRETE AND MEET ASTM C-176. PROVIDE HOOKED DOWELS
IN FOOTINGS FOR ALL VERTICAL REINFORCING ABOVE LAP SPLICES TO BE A MINIMUM 2'4'. EXTEND VERTICAL
REINFORCING INTO HIGHEST CONCRETE BEAM ABOVE. MASONRY BLOCK CELLS AT WALL ENDS, CORNERS, INTERSECTIONS
AND ADJACENT TO OPENINGS SHALL BE GROUT FILLED WITH ONE #5 VERTICAL REINFORCING BAR TIE BEAMS SHALL BE
POURED AFTER THE MASONRY BLOCK WALLS BELOW ARE IN PLACE CONFINE CONCRETE IN THE TIE BEAMS TO AREA
REQUIRED. DO NOT USE SOLID METAL OR FELT CAVITY CAPS. MASONRY WALLS BELOW THE SOIL LINE SHALL HAVE
GALVANIZED 9 GAUGE TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT AT EACH COURSING AND WALLS ABOVE THE SOIL
LINE SHALL HAVE THE HORIZONTAL JOINT REINFORCING SPACED AT 16" ON CENTER.
PENETRATIONS.- I
NO PENETRATIONS OR OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE SHOWN Ott THE
STRUCTURAL DRAWINGS OR WITHOUT PREVIOUS APPROVAL OF THE ENGINEER.
WOOD. -
WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH
AITC-109.
APPLICABLE CODES
7TH EDITION (2020) FLORIDA BUILDING CODE
7TH EDITION (2020) FLORIDA EXISTING CODE
7TH EDITION. (2020) FLORIDA PLUMBING CODE
7TH EDITION (2020) FLORIDA MECHANICAL CODE
2017 STANDARD NATIONAL ELECTRICAL CODE
7TH EDITION (2020) FLORIDA FIRE PREVENTION CODE
PROJECT INFORMATION
ALLOWED
OCCUPANCY / CLASSIFICATION
CONSTRUCTION TYPE
UNIT AREA.
WORK AREA
DESIGN CRITERIA
BASIC WIND SPEED
WIND IMPORTANCE. FACTOR
BUILDING CATEGORY
EXPOSURE CATEGORY.
PROVIDED
RESIDENTIAL/SINGLE FAMILY
TYPE IIIB UNSPRINKLERED
3290 SF
3290 SF
170 MPH
1.0
LOW RISE ENCLOSED
C
BUILDING SQUARE
FOOTAGE
TOTAL A/C LIVING AREA
2466
GARAGE
551
LANAI
273
TOTAL UNDER ROOF
3290
Via
B
M 1,11LO
MES,
LLC
�'
<
LI-
< �1 ,'�% 'std::2< .yr"i. r`r`a -�ajzIDCEI
� ��rt �' y � v„h� SS
M .s1 Y w ,:.,.: n. h:.� �;:'.... ,+''.k, F, _ eY,'3, ;a �.x of ..�... .4 � pa:. ..,: ,,r� ,.[,:y., ,R:T, j �s w, ii
SHEETINDEX
I
SCOPE OF WORK
NEW CONSTRUCTION SINGLE FAMILY RESIDENCE.
P
ARCHITECTURAL
A-1 COVER SHEET
A-2 FLOOR PLAN
A-3 ELEVATIONS, WALL SECTION
A-4 ELEVATIONS
A-5 FOUNDATION PLAN
A-6 ROOF PLAN
A-7 NOTES & DETAILS
ELECTRICAL
E-1 ELECTRICAL PLAN, NOTES & SCHEDULES
w
ZOL
J.D.ALLEN &
ASSOCIATES, INC.
DESIGN, DEVELOPMENT &
GENERAL CONTRACTING
3050 N Horseshoe Drive Bldg. B Unit 290
Naples, FL 34104
P. 239.643.4600
F. 236.643.6937
jdallen@jdallenassoc.com
REV. DESCRIPTION
1Q AUGUST 23, 2021 -PERMIT
I
i
0
a
§b
G o
rcF
Z
w
c gF—
W
W9 N
J
Z � 0 fY w j
Nogn W z w
W
p } U
wom 'VAS J O
�W i N
z
a-Puj
QQE ¢FSwa
. Q
NQ
�o
w U
�Qyy iL o
��. DATE:
JULY 16, 2021
1— 0 8
w W Z W<N=
N M
Li® < O O
V � M (1)
W Zvi,;
Q 00 0
Qc',�IL
o E
W
TO THE BEST OF MY KNOWLEDGE,
THESE PLANS CONFORM TO
LOCAL BUILDING CODES.
J.D.ALLEN &
ASSOCIATES, INC.
DESIGN, DEVELOPMENT &
GENERAL CONTRACTING
3050 N Horseshoe Drive Bldg. B Unit 290
Naples, FL 34104
P. 239.643.4600
R 236.643.6937
jdallen@jdallenassoc.com
REV. DESCRIPTION
1Q AUGUST 23, 2021 - PERMIT
I
83'-4"
101-01, 33'_1" 12'-10" 10,_4"
TEMPERED F OSTED GLASS TEMPERED OSTED GLASS m
(2) X-0" X 6'-0" SINGLE HUNG T-0" X 6'-0" INGLE HUNG T-0" X 4'-0" S NGLE HUNG
z
❑❑ F -1 4
I REF I
❑ ❑ L J 8 16 -3 1/ „ 10'-21/2" 1/2" 0'-51/ „ 1/2" 12'-4" 4 2 „ 2" 5'-0" 6 2 -0" 11'-0" 8' S t
n N
HOWEw
aQ W I BENCH ROD & SHE LF ROE & SHELF = Ie
z CLOSET LOn 8
= 2,-0„ 2,-0„ BAT 2 O z o w
+� - ROD O 10'-5" PAIR T-0" 8'-0' 1'M PAI 3-0"x,8-0" 0 wZ
�. O iN _ BI-FOLD 00 BI- LCj. Q x
9 i 2'�,� x 8,_0�, POCKET uj 9 ocl
o LL LL
N MASTER BEDROOM o MASTER BEDROOM 2 x O BEDROOM 3 N X K Jilg
o I m BATH iv o 44zg
MM �LL�j
11 0 CEILING I 2„ 5{ " g O M€
_ 4
$ = iv %. Z-r x 8,_0,� ARCH g8„ x 8'_0"
GV N .� - — — W
fV 'Q LL , 1
V4 a — — — — — — — — — 9" (2) TEMPERED z
LANAI M a 9" T GLASS SIDELITES
V FLAT 10-0" CEILING THROUGHOUT UNLESS NOTED.o
a'-o" x 6 0" W
8' N 18'-71/2" — — —4, 8p — — — — — 21' 41/2 — — — — — — — 4 2" 9'-81/2„ 4 2^ 10.111/2" ( 8 81.01.
Q
r--- -- --- ------ --- ------ ---
11' 0"CEILING I i HALL FOYER U) m iy, z
ARCH ARCH 1 V-0" CEILING --- J � L W o J
�_ N °' �o z o g o-
ED W zw
LL
Z3 GREAT ROOM DINING ROOM xd v w� 'A r U
0oL-------—— — - -oQa V! J O
m� My B=N Vi N J J
8' gao� Q °' F- LL
5,-0" 51-0" r----Alf"
—------� OR ui p
I = I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � GARAGE WALLS: INSULATE WITH R-11 BAIT
N i �
2'-0" Q I �. x a 5 w
(2) X-0" X 6'-0" SINGLE H NG.. 2'-0" - . PAIR OF N x `Ow a o' (L o
1T-2 1/2" $ 2" u N 2,_6„ x 8'-0" POCKET w a
DATE:
8 10'-0" cr 4 I sIN�Ts BATH 3 o v c a JULY 16, 2021
Ln I q U H N
c� ------ O _ GARAGE y
x
Z N N - _
x
-v
�i
N
�a 7 CABINETS x — STUDY o Uz ~ M co'd
?'. ei io LU W Q N ,.d..
to
2,-0• BREAKFAST y
KITCHEN �� 4 2" 6' 11/2' " „ 2'_0„x8,_ „ 1/ _ U LL d
x 4 2 16'-21/2" 4 2" 29' 0 2" C'i c
q I 4 e /2,,. U F- t/j M N
LAUNDRY cW 4 >- 0 m
00
ORO &SHELF L------------- �A Q
Q
T
ELJ
LLO CNN . ca(2) 3'-0" X V-0" INGLE HUNG T T (2) T-O" X 6'4' SINGLE HUNG
'. TO THE BEST OF MY KNOWLEDGE,
THESE PLANS CONFORM TO
38,_2"
4O'-2" LOCAL B 1 ING CODES.
SE OF F4O
P..
83'-4
5• •O
,• P�,ES J. F '.9
d
��. A 5
05
FLOOR PLAN
SCALE: 1/4" = V-0"
GARAGE DOOR HEAD 7'-6"
CEILING AND SOFFIT: 30 LB. FELT AND WIRE LATHE TAPLED TO
BOTTOM OF TRUSSES. 5/8" STUCCO FINISH:
1
TRUSS BEARING 10'-0" OIL
BOTTOM BOND BEAM 9'4' k,
• U • BOTTOM / PRE -CAST L
8" CONCRETE BLOCK
LINTEL @ LANAI OPENINGS
SCALE: 1" = V-0"
8'-8"
F ONT ELEVATION
Sc LE: 1/4" = V-0'
TRUSS BEARING 10-0
BOTTOM BOND BEAM 8'-8"
— 8" CONCRETE BLOCK
CUT AS REQUIRED FOR OFF COURSE ELEVATION
• BOTTOM / PRE -STRESSED LINTEL T-6" jj�
8" CONCRETE BLOCK (BEYOND)
LINTEL @ GARAGE DOOR
SCALE: 1" = V-0"
SEE ROOF PLAN A-6 FOR LINTEL SPANS AND LOCATIONS.
CONCRETE LINTEL SPECIFICATIONS AND REINFORCING STEEL
PER MANUFACTURER'S DATA AS SHOWN ON SHEET A-6.
CONCRETE TILE ROOF
DOOR / WINDOW HEAD 8'-0"
BAHAMA SHUTTER
STUCCO FINISH TYPICAL
WITH STUCCO ACCENT BANDS
0'-0" T / SLAB
� I
m
APPLY VULKEM 360
COMPOSITE WATERPROOFING
EXTERIOR WALL DOOR
O R SUCKS AND
EXTEND
OPENING DOOR'BUCKSALSIDES
MINIUMUM 6"ALL SIDES
OF OPENINGS.
WATERPROOFING DETAIL
NOT TO SCALE 1
CONCRETE TILE ROOF OVER PEEL & STICK
UNDERLAYMENT ON 5/8" 4 PLY CDX NAILED ON
FINISH GRADE ROOF TRUSSES. 8D @ 4" O.C. CORNERS, 6" FIELD.
TYPICAL LINTEL
SCALE: 1" = V-0"
DS
IGRADE
12
PRE-ENG. WOOD TRUSSES @ 2'-0"
TOP AND BOTTOM CHORDS USE 2 x 6's
F
R-201CYNENE
SIMPSON TRUSS ANCHORS HETA20
RUSS BEARING 10'-0" h
1/2"GYPSUM BOARD
BOND BEAM SHALL BE (2)
FULLY GROUTED U-BLOCKS
)ND BEAM 8'-8" WITH CONT. #5 RESAR
UNLESS NOTED.
4ST LINTEL 8'-0"
1/2" GYPSUM BOARD
R-4.1 INSULATION
1 X 3 FURRING
.00K (BEYOND)
4" CONCRETE SLAB (3000 PSI) WITH 6 x 6 x 10/10 WWM
OVER 6 MIL POLY VAPOR BARRIER.
TERMITE TREATED AND COMPACTED
FILL WITH MINIMUM BEARING CAPACITY 2500 PSF.
#5'REBAR
TYPICAL L
(2) #5's CC
I'A" MUNULII HIG FOSTER. SEE FOUNDATION PLAN
WALL SECTION TYP.
SCALE: 1" = 1'-0"
1'-0"
BLOCK
1 X 4 CEDAR FASCIA W/ METAL DRIP
2 X 8 CEDAR SUB -FASCIA
TRUSS BEARING 10'-0"
SOFFIT: 30 LB. FELT AND WIRE LATHE STAPLED TO
BOTTOM OF TRUSSES. 5/8" STUCCO FINISH.
1
DECORATIVE BRACKETS @ 2'-0" O.C.
3/4" STUCCO BAND
BOTTOM BON4EAM 8'-8"
r 3/4" X 4" STUCCO BAND @ WINDOW / DOOR HEADS TYP.
T / WINDOWS TYPICAL 8'-0"
STUCCO FINISH TYP 5/8"
8" CONCRETE BLOCK
#5 REBAR IN FULLY
GROUTED BLOCK 8'-0" O.C.
I — 3/4" X 4" STUCCO BAND
BELOW WINDOWSILL TYP.
V-8" x 1-1/4" STUCCO BAND
PER ELEVATIONS
T/SLAB 0'-0" ,
LY @ 8'-0" O.C.
)TED
FINISH GRADE
W
ti
R
J.D.ALLEN &
ASSOCIATES, INC.
DESIGN, DEVELOPMENT &
GENERAL CONTRACTING
3050 N Horseshoe Drive Bldg. B Unit 290
Naples, FL 34104
P. 2.39.643.4600
F. 236.643.6937
jdallen@jdallenassoc.com
REV. DESCRIPTION
0 AUGUST 23, 2021 - PERMIT
Z
0
Lu
uj
Z
Lu
v
ui
v
uj
W
a
Z
W
LU
0
w
z
>
o
F_
kw
J
o
u
Q
a
ea5
u
x
IU
`
/
o�w
)�
W
N
J
.•j
nor
Z.
Q
m
I--
W
o�c�o
z o�J
%
Z
zwF$
N
W
ga
O
�wa
�8nz<
Y
a
LL
�zu
K
W
M
DATE:
a
JULY
16,
2021
0 Eo
U
M M
WN0D�
I„ I„I
¢
Q' 0 L
1-- m
v10��
V u
W
cow
a w a)
�Q
LL -
�}00m
Q Q
`ai00
�a�
0 E
N
LL
TO THE BEST OF MY KNOWLEDGE,
12
�6 CONCRETE TILE ROOF
10'-0" T / BRIG
B / LANAI LINTEL 8'-8"
STUCCO FINISH TYPICAL
WITH STUCCO ACCENT BANDS
io
0'-0" T / SLAB
m
FINISH GRADE
RIGHT SIDE ELEVATION
SCALE: 1/4" = V-0"
L009
10'-0" T !BRG
/LINTELS 8'-0"b'
INISH TYPICAL
:CO ACCENT BANDS
" ' 0-0T�
FINISH GRADE
J.D.ALLEN &
ASSOCIATES, INC.
DESIGN, DEVELOPMENT &
GENERAL CONTRACTING
3050 N Horseshoe Drive Bldg. B Unit 290
Naples, FL 34104
P. 2,39.643,4600
F. 236.643.6937
jdallen@jdallenassoc.com
REV. DESCRIPTION
1Q AUGUST23, 2021 - PERMIT
o�
ad�
go
���
o
a
ll
Ft:K
0H o
LU
Z
W
01
LLILu
p
Z
Z
�O
cy
0
Q
�w
J
o
u
Q
mso
z'$ rc w
/w
z
J
u'
wozN
�V�///��
YI
co
:
J
=w=
Q
I'
W
�a5i
3�oz!'
ui
z
6o10
�M
Q.
w°w
DATE:
a
JULY 16,
2021
I.—
V
i� 8
~ th
Wo�M
wZ
LU
�O-17 u1q
cr,
0
V L Z;
IJ
~Z w a)
IIUQN
Itl
N } Zco O N
Qc\1
O E
u- ca
CONCRETE FOOTING SCHEDULE
MARK
SIZE L x W x D
REINFORCEMENT
REMARKS
WF1
CONT x 1'-4" x 1'-6"
MONO FOOTER
(2) #5's CONTINUOUS
SEE WALL SECTION
SHEET A-3
F-1
S
3'-4" x T-4" x V-4"
(6) #5's EACH WAY EQUALLY SPACED
3" FROM BOTTOM AND SIDES.
STEP DOWN AS REQUIRED
FOR MINIMUM 6"
COVER BY FINISH GRADE.
FOUNDATION/GROUND FLOOR NOTES
1. FLOOR SLAB IS A 4" CONC. SLAB -ON -GRADE (fc 3000 psi) WITH 6 X 6 W1.4 X
W1.4 W.W.F. @ MID -DEPTH ON WELL COMPACTED AND
TREATED TO 95% MODIFIED PROCTOR PER ASTM D 1557.; LIFTS NOT TO
EXCEED 12"
2. FOUNDATIONS ARE DESIGNED FOR 2000 PSF. GENERAL CONTRACTOR
SHALL VERIFY THE VALIDITY OF THIS ASSUMPTION.
3. CENTER OF LOAD SHALL COINCIDE WITH CENTER OF FOOTING U.N.O.
4. ALL CONCRETE TO HAVE A MINIMUM 3000 PSI COMPRESSIVE STRENGTH
WITH THE WATER/CEMENT RATIO OF 0.5 MAXIMUM.
5. = INDICATES ADDITIONAL #5 IN CMU WALLS.
6. ALL REINFORCEMENT SHALL BE GRADE 60.
MASONRY WALL REINFORCEMENT
1. WALL REINFORCEMENT SHALL BE DOWELED FROM FOUNDATION
AND BE CONTINUOUS THROUGH SOLID GROUTED CELLS AND BE
HOOKED OVER TOP REINFORCEMENT OF UPPER BEAMS, MINIMAL
LAP SPLICE SHALL BE 48 BAR DIAMETERS. FOR HORIZONTAL
WALL REINFORCEMENT, @ EVERY OTHER COURSE.
2. WALL REINFORCEMENT IS AS FOLLOWS: #5 @8'-0" O.C. PROVIDE 1
#5 AT ALL WALL INTERSECTIONS, CORNERS, & EACH SIDE OF
OPENINGS AND 2 #5 EACH SIDE OF OPENINGS LARGER THAN 6'-0"
3. WALL SEGMENTS BELOW AND ABOVE THE OPENINGS SHALL BE
REINFORCED SAME AS WALL.
4. MASONRY GROUT = 2000 PSI.
5. MASONRY WALL COMPRESSIVE STRENGTH OF fm= 1500 PSI.
6. MORTAR TYPE M OR S WITH 1900 PSI COMPRESSIVE STRENGTH.
Y
I
■ ■
■ ■ ■ ■ ■ NJ In 01 In ■ ■
6+
I ,
■ I
L--------'-------- r-------1----------------------------------------------------------------------------------------- -
!
I I I I ■
I I i `1•
1
I I I
I I ; I ■
1 : I
r-----------------------------�
F-1
1r —
I
_rJ I I
■ SLAB ELEVATION -0'-4"
iH
I
■ - . I 7'.10"
■ I 4" THICK CONTINUE FTG
t---
--� I SLAB TYPICAL UNDER FRAME
I BEARING WALLS
I
I
1 � a I
J
L---------------------0�
I
a
Tr
I I
j SLAB ELEVATION 0'-0" I
t I I 1
I
F-1 I1
1 I
I I I
t I I
F-1 I l
I
■■ ■■ ■ I
I
I"
1
1
I
___ _� SLAB ELEVATION -0'-6" @ HIP. SLAB DOWN
J----- Z------ r I
SLAB ELEVATION -0'-8" @ L.P. 2" TO DOOR
c`w
I
I I
ap
I
I;
1
1 I
1 I
1 I
1 iA 1
1
1 00
■ 1 I I
i LINE OF 8" CONCRETE BLOCK WALL I ■ j
L------------------ ------------------------ ----------------------—� i F'1
I
---- — -------------- ABOVE—, Af------------------------------------------------------
---�
O 1IL
�—#5 REBAR VERTICALLY INTO �#5 REBAR VERTICALLY INTO
FULLY GROUTED CELLS MAXIMUM FULLY GROUTED CELLS EACH
8'-0" O.C. SEE DETAIL 1 SHEET A-3. 83'-4" SIDE OF OPENINGS TYPICAL
FOUNDATION PLAN
SCALE: 1/4" = V-0"
J.D.ALLEN &
ASSOCIATES, INC.
DESIGN, DEVELOPMENT &
GENERAL CONTRACTING
3050 N Horseshoe Drive Bldg. B Unit 290
Naples, FL 34104
P. 239.643.4600
F. 236.643.6937
jdallen@jdallenassoc.com
REV. I DESCRIPTION
Al 1AUGUST 23, 2021 - PERMIT
UJ
z
Q
a
W
J
sw
®
d
W
o
LU
Z
R
zsw
LL
aao
mod
X
LLj
OZE
��a�
�/
J
�U)�
V/
J
pQ°"f
o
Q.
N
U
.
�
Zw z
?how
z
0
ow
H0
Oz
a
O
i¢ac�
�-uyg
gird
Ws z
DATE:
w
a
JULY 16,
2021
W
U Z
WM�
W W
LLIo04s
0
Oro
UW
K. 111 N
N
LL
Z
00>.
Q a
00 Om
M2a@j
�
p
m
U.
TO THE BEST OF MY KNOWLEDGE,
THESE PLANS CONFORM TO
s� (
i I
# _
i,
I n I I
®1 0 01 to
I �.I
-I--t- �- - I 1 - - e
I i I 1
01 0 (D k0
t t I 1 Ix -4
�4
COMPONENT r' ■�T Y �w� �1�
Li�1Y1P�1tlEe� 1� LI"'���Q
COMPONENT
AND CLADDING
DESIGN PRESSURES
Vult = 170 MPH ULTIMATE DESIGN
COMPONENT AND CLADDING (BASED
(LRFD) PSF
WIND SPEED
ON Vult) EXPOSURE
B ULTIMATE DESIGN PRESSURES
ROOF ZONE
AREA
APPLIED DESIGN PRESSURE
ZONE 1
10 SF
+45.1 /-72.9 PSF
20 SF
+38.2 / -71.0 PSF
50 SF
+33.3 / -68.5 PSF
100 SF
+29.5 / -66.6 PSF
ZONE 2
10 SF
+41.9 / -122.2 PSF
20 SF
+38.2 / 109.2 PSF
SF
-----+33.3 / -94.5 PSF
100 SF
+29.5 / -85.3 PSF
ZONE 3
10 SF
+41.9l-184.0 PSF
20 SF
+38.2 /-160.4 PSF
50 SF
+33.31-145.7 PSF
100 SF
+29.5 /-134.7 PSF
WALL ZONE
AREA
APPLIED DESIGN PRESSURE
ZONE 4
10 SF
+72.9/-79.1 PSF
DIAGRAWfI URE 120
5F
+69.6 /^-75.7 PSF
50 SF
+65.2 / -71.4 PSF -
100 SF
+62.0 /-68.2 PSF
101+ SF
+54.3 / -60.5 PSF
CONCRETE LINTEL MANUFACTURER'S
DATA
10 SF
+72.9 / -97.6 PSF
20 SF
+69.6 / -91.0 PSF
ZONE 5
50 SF
+65.2 ! -82.3 PSF
8" PRECAST U-LINTELS sTANnARyttNCTxs
a OVERALL TOP BOTTOM
100 SF
+62.0 / -75.7 PSF
101+ SF
+54.3 / -60.5 PSF
LENGTH STEEL STEEL
3'-0" 2 -7/32" wire 2 43 rebar
NOTE: ALL DOORS AND WINDOWS ARE TO BE PROTECTED WITH A APPROVED IMPACT RESISTANT
3'4" 2 -7/32" wire 2 43 rebar
L1-6
2 -7/32" wire 2 43 rebar 3 rebar "� °'�
• 31+6 2 -7/32" wire 2 -43 rebar I 4'-6"" 2-7/32" was 2 -#
4' �l
-7/32" wire 2 43 rebar
meaty
`a
GLASS OR SHUTTERS.
FOR WOOD FRAME DOUBLE TOP PLATE. TOP PLATE. TOP PLATE SPLICE REQUIREMENT
MINIMUM LAP IS 36' FASTEN LAPS NTH (2) ROWS 1/03" SCREWS AT 6' O.C.
5'4" 2 -7/32" wire
2 43 rebar
a
74s„
5'-10" 2 -7/32" wire
2 43 rebar
s'
6'-0" 2 -7/32" wire
2 44 rebar
L2
6'-6" 2 -7/32" wire
2 44 rebar
g,
t4
�„ g,
t4
6'-8" 2 -7/32" wire
2 44 rebar
L3
7'4" 2 -7/32"wire
2 44 rebar
ansm
7-6" 2 -7/32" wire
2 44 rebar
S'-0" 2 43 rebar
2 44 rebar
�,� '
8'-S" 2 43 rebar
2 44 rebar
9'.4" 2 43 rebar
2 44 rebar
L
10'-0" 2 -93 rebar
2 44 rebar
'
10'-6" 2 43 rebar
2 44 rebar
10'-8" 2 43 rebar
2 45 rebar
L5
11, 4,, 2 43 rebar
2 45 rebar
s n• wao Norc
Eaca ENa
12'-0" 2 43 rebar
2 45 rebar
13'4" 2 -#3 rebar
2:45 rebar
Reber: ASTM A615 Grade 60
L6
14'-0" 2 43 rebar
2.45 rebar
I Wire: ASTM A510
Concrete Strength: 4000 psi
naemaw,<,e,ewma,<ar«.<,wod<:
Average Self Weight: 33 plf
Finish: GreyBlock
8" PRESTRESSED U-LINTELS
IsTANDARDLENGTHS
OVERALL TOP
BOTTOM
LENGTH STEEL
STEEL
14'-8" NONE
2 -7/16 strand
15'4" NONE
2 -7/16 strand
L7
1714" NONE
2-7/16strand
19'4" 2.7/32" wire
2 -7/16 strand
21'-4" 2 -7/32" wire
2 -7/16 strand
2 - #4 rebar
22'-0". 2 -7/32" wire
2 -7/16 strand,.
2 -#4 rebar
24'-0" 2 -7/32" wire
2-7/16 strand
2-#4rebar
tq"
a" t"
Reber: ASTM A615 Grade 60
a�L
r
Wire: ASTM A510
�,
Strand: ASTM A416
Grade 270w
Concrete Strength:
6000 psi
Synthetic Fibers:
2.5 lbs/yd
�rm
Average Self Weight:
37 plf
Finish: .Grey Smooth Form
61wWNer°caeTCH
Page 4
WWW CASTCRETE.COM
COMPONENT AND CLADDING DESIGN
PRESSURES
Vasd = 132 MPH NOMINAL DESIGN WIND SPEED Vult = 170 MPH
COMPONENT AND CLADDING (BASED ON Vasd) EXPOSURE B
DOORS & WINDOWS INCLUDED
PRESSURES CALCULATED USING (Vult X 0.6) WHICH IS EQUIVALENT TO Vasd ALLOWABLE STRESS
DESIGN PRESSURE (ASD) PSF
AREA OPENING
INTERIOR ZONE
END ZONE
0 - 10 SF
+43.8 / -47.5 PSF
+43.8 / -57.5 PSF
11 - 20 SF
+41.7 / -45.4 PSF
+41.7 / -54.6 PSF
21 - 50 SF
+39.0 / -42.7 PSF
+39.0 / -49.4 PSF
51 - 100 SF
+37.2 / -41.0 PSF
+37.2 / -45.4 PSF
101+ SF
+32.6 / -36.3 PSF
+32.6 / -36.3 PSF
Vasd = 132 MPH NOMINAL DESIgd WIND SPEED
COMPONENT AND CLADDING (BASED ON Vasd) EXPOSURE B
GARAGE DOORS DESIGN PRESSURE
ALLOWABLE STRESS DESIGN PRESSURE ASD) PSF
AREA OPENING
0 -110 SF +47.0 / -52.5 SF
111 + SF +43.7 / -49.0 SF
NOTE: ALL DOORS AND WINDOWS ARE TO BE PROTECTED WITH
A APPROVED IMPACT RESISTANT GLASS OR SHUTTERS.
WIND LOAD REQUIREMENT?
1, THE STRUCTURAL SYSTEMS FOR THE DRAWINGS PRESENTED WERE DESIGNED PER THE
LOADING PRESENTED IN THE FLORIDA BUILDING CODE 2016 EDITION. THE DESIGN WIND
SPEED IS (Vult = 170 MPH.) AND (Vasd= 132).
2. IMPORTANCE FACTOR IW = 1.0 OF THE FLORIDA BUILDING CODE 2010 EDITION,
3. EXPOSURE CATEGORY B.
4. INTERNAL PRESSURE COEFFICIENT (ASCE 7-10) =0.18 / -0.18 ENCLOSED BUILDING
OPENINGS ARE PROTECTED FROM FLYING DEBRIS WITH IMPACT GLASS AND/OR
SHUTTERS.
ROOF DEAD AND LIVE LOADS
ROOF DEAD LOAD 20 PSF
ROOF LIVE LOAD 20 PSF
CEILING DEAD LOAD 10 PSF
8' 8" EXTERIOR CLG: 30 LB. FELT AND WIRE LATHE STAPLED TO
BOTTOM OF TRUSSES. 5/8" STUCCO FINISH.
14
r---------- 7
L I.
o
0 L I 11'-0" CEILING
I 1
CONCRETE TILE ROOF OVER PEEL & STICK
UNDERLAYMENT ON 5/8" 4 PLY CDX NAILED ON
ROOF TRUSSES. INSTALL PER MANUFACTURER'S
RECOMMENDATION.
I I /
IL - - - - - -
FLAT 10'-0" CEILING THROUGHOUT UNLESS NOTED.
SEE SHEET A-2 FOR CEILING STEP UP LOCATIONS.
N
- - - - - - - - - - - - - - - -
r �
I
(DOWN
L c L I @6:12
N et
11'-0" CEILING
F--------Q
V-10 I I L-------
BOND BEAM THIS WALL SHALL BE (2)
FULLY GROUTED U-BLOCKS
_J WITH CONT. #7 REBAR CORNER TO CORNER.
I
L -
L
-- I - - -..- - - - - - - --
ROOF TRUSSES NOTES
1. ROOF TRUSSES SHALL BE DESIGNED BY TRUSS MANUFACTURER. SHOP DRAWINGS SHALL BE
SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO PRODUCTION.
2. TRUSS MANUFACTURER SHALL PROVIDE UPLIFT & REACTION VALUES FOR INDIVIDUAL
TRUSSES. REFER TO THE TRUSS DRAWINGS FOR LAYOUT.
3. ROOF SHEATHING SHALL CONSIST OF 5/8" MIN. PLYWOOD 4-PLY CDX LAID PERPENDICULAR TO
TRUSSES NAILED @ 6" O.C. ALONG EDGES AND 6" P.C. INTERMEDIATE W/ 10d COMMONS.
4. BRACE TRUSSES PER T.P.I H.I.B-91, AS REVISED
5. THE TRUSS LAYOUT BY TIBBETT'S LUMBER. (JOB # 511909 DATE: 6/11/2021). HAS BEEN
COORDINATED WITH THE FOUNDATION AND ROOF PLAN.
6. PROVIDE SIMPSON HETA20 W/16 10d X 1 1/2" FOR UPLIFTS TO 1890 LBS.
7. ALL CHANGES TO THE TRUSS LAYOUT SHALL BE APPROVED BY THE ENGINEER.
8. IMPROPERLY LOCATED OR MISSING TRUSS TIE DOWNS USE SIMPSON HTSM20 TWIST STRAPS
AT EACH LOCATION AS REQUIRED.
ROOF NOTES
1
1. THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WIT 202 LORIDA
BUILDING CODE AND SECTION 1609 FOR DESIGN PRESSURES GENERATED BY A DESIGN WIND
VELOCITY OF 170 MPH.
2. THE SEPARATION OF THE GARAGE AND ITS ATTIC AREA SHALL BE NOT LESS THAN 1/2"
GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL
BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X"
GYPSUM BOARD OR EQUIVALENT WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY,
THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS
THAN 1/2" GYPSUM BOARD OR EQUIVALENT PER FBC R309.1, R309.2.
3. PROVIDE GYPSUM BOARD 1/2" MINIMUM FOR 16" O.C. FRAMING AND 5/8" FOR 24" O.C. FRAMING
OR 1/2" SAG -RESISTANT GYPSUM CEILING BOARD PER FBC R702.5
4. LANAI & ENTRY CEILINGS SHALL HAVE 1/2" CD EXTERIOR PLYWOOD LAID PERPENDICULAR TO
TRUSS BOTTOM CHORDS AND NAILED W/ 10d NAILS @ 6" O.C.
CONCRETE LINTEL NOTES
1. PROVIDE MINIMUM 4" SOLID BLOCK BEARING EACH SIDE OF OPENINGS 8'-0" WIDE OR LESS.
2. PROVIDE MINIMUM 8" SOLID BLOCK BEARING EACH SIDE OF OPENINGS 9'-0" WIDE OR GREATER.
3. VERIFY EXACT MASONRY ROUGH OPENING WITH WINDOW / DOOR SUPPLIER.
4. SEE MANUFACTURER'S DATA THIS SHEET.
MASONRY OPENINGS TYPICAL
3,-0" 1 T-0" L
�r
O U
- - i 11'-0" CEILING 2
DOWN
@ 6:12
7i;
/
r-�J
I I\
I 1
ATTIC AdCESS I
FROM GJ.RAGE CI_G
I I
L__J
6'-0° 6'-D"
ALL TRUSS BEARING (jN BOND BEAM AT ELEVATION 10'-0"
ROOF PLAN / LINTEL PLAN
SCALE: 1/4" = V-O"
TRUSS OVERI
DOWN
@ 6:12
DOWN
@ 6:12
J.D.ALLEN &
ASSOCIATES, INC.
DESIGN, DEVELOPMENT &
GENERAL CONTRACTING
3050 N Horseshoe Drive Bldg. B Unit 290
Naples, FL 34104
P. 239.643.4600
F. 236.643.6937
jdallen@jdallenassoc,com
REV. DESCRIPTION
0 AUGUST 23, 2021 PERMIT
TYPICAL
2110
W
W
d
W
Z
20
0 •�
1CL
IL
aQo W
z
of
Nvtt
CD
J O
8F q
o;5,o
i rqW
z
O
wrap+
OZ
H
a
�2�<
a
N35 a
N
o
ao°sI
zM DATE:
a JULY16,2021
0
U Z
�MM
w W
w< °_
mOo
/�
TZ,�A
Q J
V/
W
FLLMD:
z�Wa)
Q,
com0
Q
Q
M ° ov
oE
TO THE BEST OF MY KNOWLEDGE,
STRUCTURAL NOTES
DESIGN CRITERIA:
THE MAIN WIND -FORCE RESISTANCE SYSTEM AND COMPONE TS AND CLADDING HAVE BEEN DESIGNED
IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2020 DITION TO WITHSTAND WIND
PRESSURES GENERATED BY A MINIMUM BASIC WIND Ot D OF 170 M.P.H.
1
FOUNDATION:
THE FOUNDATION HAS BEEN DESIGNED FOR A SAFE LOAD BEARING CAPACITY OF 2000 PSF. THE
CONTRACTOR SHALL VERIFY SOIL BEARING PRESSURES.
CONCRETE:
ALL CONCRETE WORK SHALL CONFORM TO SPECIFICATIONS FOR ALL STRUCTURAL CONCRETE FOR
BUILDINGS (A.C.I.-301). CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000
PSI IN 28 DAYS.
CONCRETE CLEAR COVER:
FOUNDATIONS: 3"
BEAMS: 1.50" TO STIRRUP
SLABS NOT EXPOSED TO THE WEATHER: 0.75"
SLABS EXPOSED TO THE WEATHER: 1.50"
REINFORCING STEEL:
ALL REINFORCING STEEL BARS SHALL CONFORM TO ASTM 615 SPECIF CATIONS AND SUPPLEMENTARY
REQUIREMENTS S1, FOR DEFORMED BILLET STEEL WITH 60,000 PSI MINIMUM YELD STRENGTH.
PROVIDE DOWELS IN FOUNDATIONS TO MATCH REINFORCING ABOVE.
PRE-ENGINEERED WOOD ROOF TRUSSES:
PRE-ENGINEERED WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS
L.L. TOP CHORD 20 PSF
D.L. TOP CHORD 20 PSF
D.L. BOTTOM CHORD 10 PSF
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED PLAN VIEW SHOP DRAWINGS W/ ENGINEERED
PROFILES AND CALCULATIONS SHOWING ALL REQUIRED TIE DOWNS PRIOR TO GENERAL CONSTRUCTION:
ALL ROOF TRUSSES SHALL BE DESIGNED FOR A MIN. BASIC WIND SPEED OF 170 M.P.H PER THE
FLORIDA BUILDING CODE, 2020 EDITION.
1
MASONRY:
SHALL CONFORM TO ASTM C-90. UNITS SHALL BE ERECTED IN INTERLOCKED RUNNING BOND PATTERN.
MORTAR SHALL BE TYPE "M"OR "S" AND MEET ASTM C-270. PROVIDE GAUGE 9 HORIZONTAL JOINT
REINFORCEMENT EVERY OTHER COURSE. fm = 1500 PSI. GROUT SHAL. HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2000 PSI & CONFORM TO ASTM C-476.
SOLID SAWN LUMBER:
TOP AND BOTTOM PLATES, SAWN LUMBER, BEAMS, HEADERS, SOLID. IND BUILT UP POSTS SHALL BE #2
SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM PROPERTIES:
Fb = 1200 PSI
Fv = 90 PSI
E= 1.5X10PSI
LAMINATED VENEER LUMBER:
L.V.L & P.S.L INDICATES LAMINATED LUMBER AS MANUFACTURED BY TRUS JOIST A MIAN LIMITED
CORPORATION. ALL DESIGN DATA FOR THIS MATERIAL DIVISION SHALL BE AS SPECIFIED BY THE
MANUFACTURER - ALL ATTACHMENTS, FILLERS ETC. AND INSTALLATION PROCEDURES SHALL IN STRICT
ACCORDANCE W/ THE MANUFACTURERS SPECIFICATIONS.
LINTELS:
DOOR OR WINDOW OPENINGS IN MASONRY WALLS SHALL HAVE CONCRETE LINTELS. WHERE THE HEAD OF
THE OPENING IS WITHIN 16" OF THE TIE BEAM, OR SLAB, LINTELS SHALL BE POURED INTEGRAL WITH
THE TIE BEAMS, OR SLAB, ADD 2 #5 BOTTOM BARS FOR EVERY 8" DROP OF THE TIE BEAM. WHERE
PRECAST LINTELS ARE USED, THEY SHALL BEAR MINIMUM OF 8" ON THE SUPPORT AND HAVE THE
FOLLOWING SIZE AND REINFORCEMENT:
- SPANS UP TO V-0" USE 8" X 8" PRECAST U LINTELS
- SPANS UP TO 12-0" USE 8" X 8" PRE -STRESSED U LINTELS
- REINFORCE AS SHOWN
STRUCTURALNOTES
ROOF SHEATHING
WOOD STRUCTURAL ROOF SHEATHING DIAPHRAGM SHALL BE 5/8" THICK A.P.A. RATED CD EXTERIOR
INSTALLED PERPENDICULAR TO SUPPORTS AND SECURED W/ 10d NAILS AT 6" O/C ALL PANEL EDGES
AND AT 6" O/C ALONG ALL INTERMEDIATE SUPPORTS - (4) PLY MATERIAL TO BE USED. SPAN
RATING SHALL BE 32/16.
WALL SHEATHING DIAPHRAGM SHALL BE 15/32" THICK A.P.A. RATED CD EXTERIOR INSTALLED PERPENDICULAR TO
SUPPORTS AND SECURED W/ 8d NAILS AT 6" O/C ALL PANEL EDGES. PROVIDES 2 X 4 BLOCKING AS REQUIRED.
BETWEEN STUDS W/ 3-1/2" FACE SET VERTICAL AT ALL PANEL EDGES. ALL INTERMEDIATE SUPPORTS
SHALL BE NAILED W/ 8d NAILS AT 12" O/C. SPAN RATING SHALL BE 32/16.
METAL FASTENERS/CONNECTORS:
ALL HANGERSI, CLIPS, STRAPS, TO BE MANUFACTURED BY "SIMPSON STRONG TIE" ( UNLESS NOTED
OTHERWISE) REFER TO PLAN & TIE DOWN SCHEDULE FOR ALL SPECIFIED FASTENER NUMBERS -
CONSUC MFGS. CATALOG #C "WOOD CONSTRUCTION CONNECTORS" AND "HIGH WIND -RESISTANT COUNT.
CONNECTORS"' CATALOG # C-HW - INSTALL ALL STRAPS PER MFGS. SPECIFICATIONS WITH DISTANCE OF
STRAP BEING EQUAL FROM POINT OF CONN. ALL STRAPS SHALL BE Z-MAX
BELOW CONNECTION (LE) BEAM TO POST INTERFACE) ALL CONNECTORS SHALL HAVE NAIL HOLES FILLED
WITH APPROPRIATE SIZE NAILS PER SIMPSON'S SPECS.
ALL FLAT STRAPS OR TWIST STRAPS SHALL BE APPLIED WITH EQUAL LENGTHS OF STRAP TO HEADER
OR BEAM AND COLUMN, ETC.; WHERE (2) STRAPS ARE INDICATED, APPLY ONE (1) AT EACH SIDE OF
CONNECTION,!
FILL ALL HOLE I,S WITH SPECIFIED NAIL COUNT.
GENERAL:
CONTRACTOR! SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH CONSTRUCTION, THE
CONTRACTOR! SHALL NOTIFY THE ENGINEER OF ANY FIELD CONDITION WHICH MAY NOT BE IN
ACCORDANCE WITH DESIGN CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOB SITE
CONSTRUCTION SAFETY. FOR FINISHED FLOOR ELEVATIONS, SLOPES, STEPS, AND RECESSES, REFER TO
ARCHITECTURAL PLANS. FOR SIZE AND LOCATION OF MECHANICAL SLEEVES AND OPENINGS, REFER TO
MECHANICAL AND ARCHITECTURAL PLANS.
FORM WORK AND SHORING:
SHORES AND RE -SHORES SHALL MEET THE REQUIREMENTS AS SET FORTH IN THE CURRENT A.C.I 347
AND A.C.I 301 LATEST EDITIONS. FORM WORK AND SHORING SHALL BE DESIGNED BY A FLORIDA
REGISTERED ENGINEER.
SLABS ON FILL:
EXTERIOR SLABS ON FILL SHALL BE 4" THICK, UNLESS OTHERWISE NOTED ON PLANS, REINFORCED WITH
6 X 6 W1.4 W.W.M, FILL MATERIAL UNDER SLAB SHALL BE CLEAN SAND AND/OR RO AND SHALL BE
COMPACTED TO 95% (MIN.) OF ASTM D 1557 IN LIFTS NOT TO EXCEED 12" IN DEPTH. S B ON FILL
SHALL BE POURED AGAINST APPROVED VAPOR BARRIER.
FIBER REINFORCED CONCRETE SLABS SHALL CONTAINS SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTH
SHALL BE 1/2" TO 2 DOSAGE AMOUNTS SHOULD BE FROM 0.75 TO 1.5 LBS PER CUBIC YARD IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH
ASTM C1116.
ALTERNATE WINDOW/ DOOR JAMB ATTACHMENT
WINDOW JAMS SHALL CONSIST OF 1X3 (MIN.) PRESSURE TREATED ATTACHED TO MASONRY WITH 3/16 X 2-1/2 TAPCONS AT 4"
FROM EA. END AND 16" O.C. FOR OPENINGS UP TO 6-8". PROVIDE 3116 X 2-1/2 TAPCONS AT 12" O.C. FOR OPENINGS
GREATER THAN 6-8" TO 8'-0 HIGH.
ANCHORS SHALL NOT BE IN THE BEVELED AREA.
SLIDING DOORS OR WINDOWS UP TO 8'-0" HIGH REQUIRING BUCKING WIDER THAN 4" UP TO 8" SHALL BE ATTACHED TO THE
MASONRY WALL WITH (2) ROWS OF 3/16 X 2-1/2 TAPCONS AT 16" O.C. FOR 1 X BUCKS AND 1/4 X 3-1/2 TAPCONS 16" O.C. FOR 2X BUCKS.
WINDOW ATTACHMENT SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND SHALL BE ATTACHED DIRECTLY TO THE MASONRY
WALL THROUGH THE BUCKING IF USING 1" THICK BUCKSTRIPS.
MASONRY CELLS ON EACH SIDE OF THE OPENING SHALL BE FILLED WITH SOLID GROUT AND #5 REBAR
EACH CELL IN ACCORDANCE WITH THE MASONRY NOTES
J.D.ALLEN
ASSOCIATES, INC.
DESIGN, DEVELOPMENT &
GENERAL CONTRACTING
3050 N Horseshoe Drive Bldg. 8 Unit 290
Naples, FL 34104
P. 239.643.4600
F. 236.643.6937
jdalien@jdallenassoc.com
REV. DESCRIPTION
Al AUGUST 23, 2021 - PERMIT
�£g
8€5�
LL
� z
L�zzo
UJI
W
J
rF
0
Q
w
Z
06
¢o
cl)
D
W
W
�pu y0
xQ
L
r�
1(y�
=02N
N
O
4Q
Q
Z
gEp
=z
FAO-
awq
W
O
�Fig�aa�i
�
K
Hu
W
(L
o
w tzz
DATE:
JULY 16, 2021
o E
M
i
W
_
�oGo is
/�
co
u) <
y
F U.M
U
<
��pco
l
co
co a
Q
N
U.
�9
TO THE BEST OF MY KNOWLEDGE,
THESE PLANS CONFORM TO
LOCA CODES.
�� OF , 40
gyp,,••"••'•.'Pi
h 0_8 J.
9 .r
ELECTRICAL SYMBOL LEGEND
SYMBOL DESCRIPTION
$ SWITCH SINGLE POLE
$ 3 3 WAY SWITCH
$4 4 WAY SWITCH
$ D INCANDESCENT LIGHT DIMMER AND SWITCH
®D MOTION DETECTOR SENSOR
® RECESSED RESTROOM EXHAUST FAN
4 WALL MOUNT LIGHTING FIXTURE
SURFACE MOUNTED WALL SCONCE LIGHT
O CEILING MOUNT LIGHTING FIXTURE
HANGING CEILING LIGHTING FIXTURE
RECESSED LIGHTING FIXTURE
VAPOR PROOF RECESSED LIGHTING FIXTURE
qp EXTERIOR FLOOD LIGHT FIXTURE
ROPE LIGHT
FLOURESCENT WRAP AROUND LIGHTING FIXTURE
2'X2' PARABOLIC RECESSED LIGHTING FIXTURE
2'X2' ACRYLIC RECESSED LIGHTING FIXTURE
2'X4' PARABOLIC RECESSED LIGHTING FIXTURE
2'X4' ACRYLIC RECESSED LIGHTING FIXTURE
n CEILING FAN
EWH ELECTRIC WATER HEATER
EMERGENCY LIGHTING FIXTURE
EXIT & EMERGENCY COMBINATION LIGHTING FIXTURE
4— - EXIT LIGHTING FIXTURE DIRECTIONAL CHEVRONS
QS CEILING MOUNTED SMOKE DETECTOR
ELECTRICAL PANEL SURFACE MOUNT
DUPLEX RECEPTACLE 125V 20A
112 SWITCHED DUPLEX RECEPTACLE 125V 20A
DUPLEX RECEPTACLE 125V 20A GROUND FAULT
WP/GFI
CIRCUIT INTERRUPT & WATERPROOF COVER
0 �{ DUPLEX RECEPTACLE 125V 20A
GFI GROUND FAULT CIRCUIT INTERRUPT
® FL DUPLEX FLOOR RECEPTACLE 125V 20A
0 CLG DUPLEX CEILING MOUNTED RECEPTACLE 125V
20A
240 VOLT RECEPTACLE 4WIRE
JQ CEILING MOUNTED JUNCTION / OUTLET BOX
Q TELEPHONE OUTLET
i DATA OUTLET
[]TV TELEVISION OUTLET
❑DB DOOR BELL
4 MOTOR
Eli MOTOR DISCONNECT SWITCH
ELECTRICAL METER
ELECTRICAL NOTES
IT IS THE INTENT OF THE DESIGNER THAT THE ELECTRICAL SUBCONTRACTOR IS TO
BID AND INSTALL ALL ELECTRICAL ITEMS AS REQUIRED PER APPLICABLE
ELECTRICAL BUILDING CODES.
1. ALL EXTERIOR OUTLETS AND OUTLETS IN KITCHEN, BATHROOMS AND UTILITY TO
BE ON GFI CIRCUITS.
2. VERIFY POWER HOOK UP LOCATION AND TYPE OF SERVICE (UNDERGROUND OR
OVERHEAD) WITH RESPECT TO SUBDIVISION REQUIREMENTS.
3. ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED WITH
BATTERY BACKUP.
4. ALL FIXTURES SHALL BE APPROVED BY THE OWNER PRIOR TO THE PURCHASE
AND INSTALLATION.
SQUIRE D Q0142M200 OR EQUAL VOLTAGE: 120/240V, 10, 3W
TYPE: LOADCENTER PANEL „A„ MAINS: 200A
MOUNTING: FLUSH TYPE, MAINS: MB
CIR.
NO
IDENTIFICATION
TRIP AMPS
POLE
WIRE
OND
OND
WIRE
POLE
TRIP AMPS
IDENTIFICATION
CIR.
NO
1
*AHU-1 (10 KW)
60
2 1
6
1"
3/4"
8
2
40
OVEN
2
3
*AHU-1
60
6
8 -
40
4
* CU-1 5 TON
50
2
8
3/4"
3/4"
8
2
50
COOKTOP
8
8
CU-1
50
-
8
-
-
8
-
50
8
9
REFRIGERATOR
20
1
12
1/2"
3/4"
8
2
50
LANAI COOKTOP
10
11
DISPOSAL
20
1
12
1/2"
-
8'
-
50
12
13
MICROWAVE
20
1
12
1 /2"
1 /2,1
10
2
30
DRYER
14
15
KITCHEN RECEPTACLES
20
1
12
1/2"
-
10
30
16
17
GENERAL RECEPTACLES
20
1
12
1/2"
1/2"
12
1
20
WASHER
12
19
GENERAL RECEPTACLES
20
1
12
1/2"
1/2"
12
1
20
LAUNDRY
20
21
GREAT ROOM
15
1
14
1/2"
1/2"
12
1
20
DISHWASHER
22
23
DINING ROOM
15
1
14
1/2'
` 1/2"
12
1
20
GARAGE
24
25
*" BEDROOM 2
15
1
14
1/2"
1/2"
1 14
1
15
GENERAL LIGHTING
26
27
*" BEDROOM 3
15
1
14
1/2"
' 1/2"
14
1
15
GENERAL LIGHTING
28
29
" MASTER BEDROOM
15
1
14
11Z'
1/2"
14
1
15
GENERAL LIGHTING
30
31
32
33
34
35
36
37
138
39
40
41
42
*VERIFY SIZE OF O.C.P. DEVICE W1 MANUtAC I Ur<t K, Mtl r1ANP AL
DRAWINGS AND FIELD VERIFICATION.
**INDICATES ARC. FAULT BREAKER.
**"VIA TIME SWITCH
•
EM
������■s���
m
I
/
/
I
/
I
I
I
I
1
I
1
/
1
/
I
1
1
1
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
1
1
1
1
1
1
1
1
1
l
1
\
Residential Electrical Load Calculator for Main Service
Minimum Size of the Electrical Service - 2017 NEC Article 220.82
General Electrical Load Requirements
Indoor Sq. Ft. Area of the Home 2800 $400
Small Appliance Circuits 2 1500VA Ea.
Laundry Circuit 1 1500VA Ea.
Sec. #1 Sub -Total = 12900
Appliance & Motor Loads VA
Dryer 5000
Oven 1800
Cooktop Stove or Range 8000
Water Heater 4500
Dishwasher900
Disposal 800
Other Additional Appliance(s) 2000
Sec. #2 Sub -Total = 23000
First 10,000 VA @ 100% = 10000
Adjustment 40% of Remainder = 5200
Sec #2 with Adjustments 15200
5 ton Air Conditioning in "Heat" mode 10000
Sec. #3 Sub -Total = 10000 10000
Calculated Total VA Load = 38100
Calculated Total Amps Load = 159
CHOOSE 200 AMP PANEL
CONDENSING UNIT
----- — WP/GFI
���
WP/GFI
ON CONCRETE PAD
\
o
CLOSET
/10
\
i
I
\
MASTER BEDROOM
_---------_
_-
\
LANAI \\\ 3
3
— 3
i
' II
GREAT ROOM
1
\IQ '
—rA3
3rA
3�\
1 `
/ \
/ GFI
BREAKFAST
KITCHEN
LAUNDRY
3
400 AMP RATED
METER CAN
O
MAIN BREAKER
PANEL "A"
0
UNDERGROUND RISER
CONDUCTORS BY UTILITY
SEC 250,52
#4/0AL FEEDER CONDUCTORS
#3/0 AL NEUTRAL CONDUCTOR
GROUNDING ELECTRODE I 2" CONDUIT
SHALL COMPLY WITH
SEC 250.52
\�\ \ -
\
1 I
I
MASTER
BATH
'
BATH
42
I
DINING ROOM
I \
I \\
1 \
\
STUDY
lJ `\
_ --
MAIN BREAKER
PANEL "B" (FOR FUTURE USE)
O
J.D.ALLEN &
ASSOCIATES, INC.
DESIGN, DEVELOPMENT &
GENERAL CONTRACTING
3050 N Horseshoe Drive Bldg. B Unit 290
Naples, FL 34104
P. 239.643.4600
F. 236.643.6937
jdallen@jdallenassoc.com
REV. DESCRIPTION
1Q AUGUST 23, 2021 PERMIT
gp
W I
LJTV
\\\F
\ \\ 5Cn
1 \ W
\\. "BATH 2
2 / / 1\
\ I / 1� W
BEDROOM 2 \ / �.� BEDROOM 3 11
W
��
1 . 14,
t`ro
��, ------ --- -\ - \ i LU V
Z O
Zaw X LL
O z W Z LLI It
HALL FOYER \\ I Cc ao -J J
UJ
WP j 5g_
w ZO
\ \ Io Z a
F \---------- { j w o U
LLJ
EZI
\\ 1 z, DATE:
POWER AND MAINT OUTLET I \ 1 I JULY 16, 2021
FOR A(H'UU IN ATTIC ' \ 1 I
\ 1 1
LIGHT W/PULL CHAIN
IN ATTIC / \ 1 i 0 E
r— — f/ \\\ i I V M
I F LO
M
I \ I I LLI O 0=
I ATTIC ACCESS I CLG \\ i I F vi
0)
\ / r O o
GARAGE \ I / U Z U M
\ \ I I W <ZE
ro 10
\ I 1 u0. E
\ / /
/ ! TO THE BEST OF MY KNOWLEDGE,
/ THESE PLANS CONFORM TO
— /
/
EL "A" PANEL "B' 10 ;
ELECTRICAL PLAN
SCALE: 1/4" = V-0" E=1
FILE COPY
IJI-"
0
fV
WE
A
c
EJ7B
0
ev
E17B
EJ7B
f
EJ7B
N
EJ7B
.,
EJ7B
IY
EJ7B
EJ7B
EJ7B
v
EJ7B
EJ7B
P
EJ7A
-
0
J7AB
o
' U" ><
2'
2
0
7A8
Jn
o
M7A
N
M7D
CII
[�wj^j
`V
6 3/S77
TRUSS END DETAIL
2X6 TOP & BOTTOM CHORDS
PER PLANS
11
AS
q0 = om
vmqmvmw
.UMBER IC .,€Lc
2820 Kirby Cir. NE, Palm Bay, FI. 32905
Phone: 772 206.1195 Fax: 904 701.6300
DESIGN CRITERIA
TRUSS DESIGN CRITERIA PBC 2020 / TPI-14'.
WIND DESIGN CRITERIA ASCE 7-16
TRUSS DESIGN LOADS ROOF FLOORS
P CHORD LIVE LOAD 20 40
OP CHORD. DEAD LOAD : 20 20
OTTOM CHORD LIVE LOAD 0 0
OTTOM CHORD DEAD LOAD 10 5
OTAL LOAD IN PSR 55 65
CJIA URATION FACTOR 1.25 1.00 '
ESIGN CHECKED FOR 10 PSF NON -CONCURRENT LL ON BC
11111) SPEED 170
CJ3A DJD EXPOSURE C
UILDING TYPH CLOSED
• `` EJ5A BEARING SCHEDULE
2. 0" 2, 0- 2,
j
5Om
E15A m
6' 4
l
'. '♦ ' ♦�r. r r r r r r I I r r r r 1 r t r r r
®�S%$� �'54�-'�#t� �... ��.�. �..� �:.. t� 's^,c. :. �a.r,.:Y� BEd ..-. t ='° < ,s, ,-•�a�. v d ..�..: .... .. .. .. r ..-,_ � � yya m Y rr tl�
�—J
EJ5A
10' A,F,F
C13A
8' 0" V
V
N Ag
` N
JIn
HANGER SCHEDULE
3A
SYMBOL
HANGER
QTY!
A.
THD26
4
B
THDH26
0
CISA
C
THD26-2
0
D
THDH26.2
0
E
THDH2&3
0
�W
E17A'
F
THDH26-4
0
G
THD28
0
B17A
-
H
THDH28
0
I
THD28-2
0
EJ7A
.' O1
7
THDH28-2
0
K
THDH28-3
0
L
THDH28-4
0
E17A
M
GTWS2T
0
7, 0" —
N
GTWS3T
0
E17A
O
GTWS4T
0
P
SKH26R
0
- SKH26L
0
-
,.. CJSA_Q
R
THD46
0
S
THDH46
0
T
THD48
0
CJ3A
U
THDH48
0
V
MSH422
0
w .
JIA
W
MSH42 111
0
X
Y
MSH426IF
0.
v V
V
Z
MSH46
0
HBB
HANGER BY BUILDER
0
P.PLY NAxtl6P8 A NAN0Q6 MT K NANby tvg43IP&d WILL H6 BY WIIDpl
E BI"TIM 81IAM!6 M Cb BMA AIAMIftti'NBBS 1ix16IDINBA AL, WNNTCTOxh MW ne DOWNR
fnw.x Yam YV r+awv nm eoxxecmn, AY ro ea x.T1.YFIaw exN tlflPPt® sT oYxeae
REVISIONS
NATSI txwce
wen r E]LeNw6
oAalcxv,Nm
UAUI CN M
VATL I f Ma
nASa I f]µ11yY1
oem CxAxce
REVIEWED
AND APPROVED - JAMES J. RENO, ARCHITEC
CLIENT APPROVAL INFO
$HMW"C OP 1iIS 0O1T1° T"cn °W mass TMT TIME NAS IRMBWED THIS Txm MACPHWlT
IA.. )n 6NTIg6ry Axo p W ANWQtlW1' wnx'Sf® wIVJWINc 1'18141Nf1lIM� Fyl' xm IlhQl'FD 2tF
4/.1 1M dM h meM^ihWf W raNY IAe.mvwY aI blvmuiee mW M be w tl hYP gbhhiee. ma Ns�dua. Ae(
Irhm emurW. m tlme YNy Immd Avm Im4Wnq ar mmrwl loWmrtlmwpylW ha Mr AmH M4 6e p,be AeLL'r
mw.m Amy tlaa mw«.a.wt., by r wwsm M lusnm dmw. a LLG .w ,e.Nwma... m.mm m mr aw ma
Ytll he wtlMtlhdo dNM
BE,Mlp 6. Tta 4fwl, do W Jm xe urm dxlpf mlkM1 mM en YN ure p Jft Mqn wsh w. rmvrN
br dyP mw YroM 4i W hviMhg defyrt¢ ere.m o(r«aY, and NW W me bWd'nq ngchnreem
(CI PoMlnux pW 1k11wp: Cm.pgmW leuu ylmmsl JYyam m,w h rtwm0 « Ju bem mmY pwu hr(am
RMwllw W Lhery W « WMUIN. N b lye r%ePrr ,mlgwppA m mWnph J9hrw aqw MN h umr.
mm+hNw. Tb Nm1 Jr8 PmrW c wubd bmtlum Iw ddien,. w41 mu14 eudr&4. Owl and Awe/ mwrWa
Nb4 b Ym el bLL Vw wY15e AIIwM A W bu mtMNx b«tlan.l en Mrw4 &rmtlOm. Gw mP MMpuf of lY
..we fekrh�i: Nwr Y N..w.mlM n xe am.
IUI IohYeOEe k ewh,p pql ]OM 1 b.YBq Gryuan bgry Y[bmWe. l W1C:A 1 Ytl pWoua WJI4e ldwed
wYn euWbp NW Wry i hMrp aeru. Yemp.mp wd I «peemmwol hrmYM mtl hNeMq Y wt Ntlrdq N the tnw
ry4g, iwm JWI 41rwa1 A �!1 nwLLr W Y^udr YmJ m19NI S mmtlrew Mb xe +gmrsmn wtlhd
b tle ewsmtlm Mea'uau be IM haYaNa W m IM IodlrltlW uw IWgI anMnµ TM mm9 wWay N W pw
gruw h be rm9wWa®b S be hieCbf dulVm.
IW fYd lnmNB J iM NAP.W uhv udfm6 moues m,.Maw GAi fnNee b a1Nw EI GiY d,epr uutl
.PoNw�m l Po poA c-0. A, a.�-1 M, aN� wrmPoN�� x m
L1w M.no h1'He{NeiPtleYCwwr kdnW treYmw wl wa hlP Mrv916e d+wW MMa
IPI Wpim 1YY whlM y,sbnr m w M.npWd b W wv miLLWrlYw A51Y. piknWp b wrlWg M xM CY Asp.
YMw bfir wemadr{ W Iwu mwi4low MH mKBvs «t!r lMlom AM' Ma mMlOmtlim bdr M16wR m
m®w��kdmMn.elsemeww.mtllagrw" aNN��.wmwe�mMm.�d.M«.
YWmr rlwW.aaY.Mmml m urila6 h, llm hvr mmaMmMa ®rpyn4
lQ'IF4 Tnw TNmmlgymarm mr merhlMm<edem. mkw hT TMlem nngG LLC rpR mq NFblw M1e
mMw wuwMuen iWe wl don.er mqubeW Tru ESP rmlYsmmtlsYw reran Nw+WO MwA multi
ambd k.. Yrw omw eeaewr.
1 AUGUST 23, 2021 -PERMIT
YY
■ � m� � A"• f� Y � �,( m�� �q¢�
1�,�`p@. � E itLF* ^i '"r`
! . ' p
"T' �R
'�1'
PLEASE VERIFY " ` I �� 7 �p
.; ...iSLsJ «.. tf T J'
'BALL DIMENSIONS
*BEARING HEIGHTS
CLIENT SIGN OFF
APPROVED
'ROOF PITCH
APPROVED ,AS NOTED
REVISE AND RESUBMIT
*HEEL HEIGHT
SIGNATURE - DATE
QUESTED DELIVERY DATE
*OVERHANG LENGTH
JOBNAME &ADDRESS
V.B. CUSTOM HOMES
*OVERHANG CONDITION
ASSELIN RES
*TRUSS LOADING
VERO BEACH, FL.
WIND SPEED
*FLOOR DEPTH
/4" = 1'-0"
SA 1 OF 1
— -- - ---
6/11/21
511909