HomeMy WebLinkAbout39441 Pattie Rd0
xOO.00 = POINT OF ELEVATION
A/C
= AIR CONDITIONER
FF
FINISHED FLOOR
IS / W
= SIDEWALK
BM
BENCH MARk
0. E.
DRAINAGE EASEMENT
POB
- POINT OF BEGINNING
U, E,
UTILITIES EASEMENT
PLS
= PROF'ESSIONAL LAND SURVEYOR
RIW
RIGHT OF WAY
FCM
FOUND CONCRETE MONUMENT
CL
QLN 7ERLINE
FIR
FOUND IRON ROD
PI
POINT OF INTERSECTION
SIR
SET IRON ROD
PAVED
FIP-
FOUND IRON PIPE
FPP=
FOUND PINCHED PIPE
CONCRETE = CONC.
FPK&D = FOUND PK&DISK
DIRT/GRAVEL
SPK&D = SET PK&DISK
(P) =
PLAT
COVER,ZID AREA
(M)
= MEASURED
qL =
POWER POLE
(D) =
DEE'D
0 =
WELL
SEC�
= SECTION
RNG�
= RANGE
TWP,
= TOWNSHIP
POC =
POINT OF COMMENCEMENT
BARB WIRE F�C
38' EAST
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SEC. 25, TWP, 26 S. i RNG. 21 E.
PASCO COUNTY, FLORIDA
BARB WIRE FENCE
4' EAST
CM
- 18 33 NORT141/4CORNER
OF SECTION 25
-E
517.42 640.PO
S89036 13 E
SCUE.- /00'
TRACT 5
TRACT 4A
N114
WIN coli
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,x<
101N
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ONE
FLOOD ARY
40-00' UNIMPROV�P_m
PLATTED R/W,
. 1 1% 1 �- J-.�) , , 0 - , " 11, 1
N 1/2 �z to
Pw
BARN
FF 70.30"
]4WELL
t� 4 7.8 12,7'X4'
-CONC,
BENCH MAR too
3 SL
VI
3 SETRACK, s 1/2 0
276.93' PROPOSED 140ME
3 wi�f,�
SEPTIC AREA
413 viol
10
00j)
po
P�kR 04
10, P VmT, N820 71
- ii;'Z
47-7
64D. 0 0
BARB WIRE
FENCE 3,5' NORTH END PVArF.
PATTIE RD. 400 R/W (P)
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DENOTES
OAK TREE
LEGAL DESCRIPTIO
PARCEL #1
TRACTS 4B AND 5, THE NORTH 112 OF TRACT 12, AND ALL OF
TRACT 13B., IN SECTION 25, TOWNSHIP 26 SOUTH, RANGE 21
EAST, CRYSTAL SPRINGS COLONY FARMS., AS PER PLAT THEREOF
RECORDED IN PLAT BOOK 2, PAGE 24, PUBLIC RECORDS OF
PASCO COUNTY, FLORIDA.
PARCEL #2
THE SOUTH 112 OF TRACT 12, IN SECTION 25, TOWNSHIP 26
SOUTH, RANGE 21 EAST, CRYSTAL SPRINGS COLONY FARMS, AS
PER PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 24,
PUBI
JC RECORDS OF PASCO COUNTY, FLORIDA.
tow
TRACT 13B
BENCH ARK
IR & CAP
ELEV,68 61
A
THIS CERTIFIES:
$!l
S-604 7-134, F,-.---
45�.b 1'
-77 8' DIRT BOAZI B)mB Win, FENCE --J
21' EAST, 10' NORTH
THAT WE HAVE MADE A SURVEY OF THE ABOVE DESCRIBED
PR(,'DPFRTY, THAT' IT IS TRUE AND CORRECT TO THE BES-T OF
OUR KNOWLEDGE AND BELIEF AND THAT THIS PLAT IS A TRUE
REPRESENTATION THEREOF AND THE SURVEY AND THIS PLAT
CONFORMS 1-0 THE MINIMUM TECHNICAL STANDARDS SET FORTH
BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER
61G17-6 FLA. ADMINISTRATIVE CODE PURSUANT TO SECTION
472,027 FLA, STATUTES,
BILL R. BROMN, P.L.S. J,76'6*5
NOT VALID WITHOUT THE ORI(31NAL RAISED SEAL AND SIGNATURE
OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
AMU MOX 49,50 P,46W 74(
NO TES.,
1 . BOUNDARY SURVEY ONLY.
2- LEGAL DESCRIPTION WRITTEN BY MIS OFFICE.
3. BEARINGS BASED ON N89047'34"W (ASSUMED) ALONG
ME SOUTH BOUNDAY LINE OF TRACT 12.
4. THIS SURVEYOR IS NOT RES11ONSIBLE FOR EASEMENTS,
RIGHT-OF-WAYS, OR ENCUMBRANCES OF RECORD NOT
SJ70WN HERRON MAT HAVE NOT BEEN FURNISHED TO
THIS OFFICE 04' MAT HE HAS NO KNOWLEDGE THEREOF.
5. MIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY RE
D15CLOSED BY A PULL AND ACCURATE TITLE' SEARCH.
CE, R MIA', 0 TO, -
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1-0 3: V
STRUCTURAL
M't x DESIGN CRITERIA
3 SECOND GUST 140 MPH
L 41-0-1
ROOF LIVE LOAD 20 PSF
r— .2565 Fkt
2465
2nd FLOOR LIVE LOAD 40 PSF
& 2nd FLOOR DEAD LOAD 20 PSF
2565 2865 1 . OCCUPANCY CLASSIFICATION IS R
I
_j '1 41-4 1 2. ALL EXTERIOR DOORS, GARAGE DOORS, AND WINDOWS MUST
- — — — — — — — — -- 1 5050 MEET 3 SECOND GUST REQUIREMENTS - REQUIREMENTS ABOVE
CL L :2"x36' M1
HEAI;�EF' , @ q' A.F.F -- — — — — — — F2_ in 3. THIS STRUCTURE IS DESIGNED AS FULLY ENCLOSED
— — — — — — — — — — — — — — — — — — — — — — — — — — —
d) 'Z AttiC, 1 4. THE IMPORTANCE FACTOR FOR THIS STRUCTURE IS 1,0
AFCH -t Acze55 5. EXPOSURE CATEGORY = EXPOSURE B
4'-0" '-4 r4 L 6. THIS BUILDING IS NOT DESIGNED FOR INTERNAL PRESSURES
T
- 1 7. BUILDING CATEG6-R--Y= ii
(0065 5f 0 1
8. CONSTRUCTION TYPE = V
— — — — — — — — — — — -- 9. DESIGNED PER FBC 2010 CRITERIA01
- - - - - - - - - - - - - - - - - - -
ARCH
(.2) 5050 Fkt
— — — — — — — — — — — — — — — — — — — — — — — — T
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5F-PROOM 2
71-111111111 rL 5ATH 2 In ALL WORK SHALL COMPLY WITH ALL
10' cle Q L
10, 0g Q 41-011 4' PREVAILING CODES, FLORIDA BUILDING
VQ
01
r";2465 f=Kt CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPfTYPHILLS ORDINANCES
9 ii I
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ITY OF ZEPHYRHILUS
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SEAL:
Ray M. Smith
FL Architect # 12864
708 Lithia Pinecrest Rd.
Brandon, FL 33511
hone: 72 16, -�401
DATE
August 29, 2013
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SEAL:
Ray M. Smith
FL Architect # 12864
708 Lithia Pinecrest Rd.
Brandon, FL 33511
Phone: 7' -6 2-6401
e: -6 2-64
DATE
August 29, 2013
SCALE
1/4" = 1 1-01.
DRAWN
BDE
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ROOF 10 -29.30 18.45 -51.01 15.68 -51.01 18.45 -34.73 32.02 -42.87 32.02
WALL 50 -27.41 14.66 -41.53 14.66 -41.53 14.66 -31.38 28.67 -36.17 28.67
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SEAL:
Ray M. Smith
FL Architect # 12864
708 Lithia Pinecrest Rd.
Brandon, FL 33511
Phone: 79 92-6401
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DATE
August 29, 2013
SCALE
1 /4" = V-01'
DRAWN
BDE
SHEET
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5&"x3&"x1:2" (4) #5 EW5 6" c,-c
42"x42"x15" (6) #5 Bar5,5" c-c
45"x4b"xlb" (6) #5 BarE, 8" c,-c,
60"x60"x24" (6) #6 Bar5 10" r--c
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4 # 5 Bar5
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NO SCALE
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Interior Bea
ring Wall
Footer Detail
NO SCALE
30"X50"
Column Fad
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See Lanai Entry Section
for Po5t Anchor Detail
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1-#5 ROP CONT HORIZ
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W/FILLED CELL
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50" Long #5 Dowel
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TOP OF 5LA
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(See Floor Plan for
Exact Location)
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SEAL:
Ray M. Smith
FL Architect # 12864
708 Lithia Pinecrest Rd.
Brandon, FL 33511
Phone: 727-/0
9Z76401
6�
Aommfatlo"
DATE
August 29, 2013
SCALE
1/4" -01,
DRAWN
BDE
SHEET
S
HarfflagnerTd
5-3/4" MIN. STOP MOULDING A/ 1-1/2" x 2-5/5" x 20-1/2"
FLEXABLE SEAL SOUTHERN YELLO]IN FINE :20 GA. 6ALV. STEEL
(SUPPLIED BY BEHIN17) ALL ENP STYLES END STYLE
INSTALLER) 20 CA. &ALV. STEEL
INTERMEDIATE STYLE
(1) 5/16" DIA. x 1-5/4" LA(5 BOLT
ATTACHED TO JAMB AT EA.
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JAMB BRACKET
2xro SOUTHERN
YELLOkN FINE (NO
IA - E30LT
-7116' PIA. E30LT
2 OR, BETTER)
12 GA. SALV. JAME3 BRACKET
_K
2" 6ALV. STEEL TRACK
C
T AINEF (1)
RETAINER (1)
0(
TRACK THICKNES5.063"
FOL
PER ROLLER
LE
ATTACHED W (1) 1/4"-20
TRACK SPLICE E30LT 4 NUT
14 &A. &ALV. STEEL ROLLER
FOLL
(SEE TRACK ELEVATION FOP,
14 GA. OALV. STEEL INTR.
S - 4
I YV
HiNC7F_S�A71ACHEr�) A/ (4)
LOCATIONS)
HANOEIR ATTACHED WV (4)
114" x 3/4" HEX HEAD
1/4"X3/4" HEX HEAD 5CRE^
SCRE^5 AND A/ (2) 511ro" x
PER HINGE
1-5/4" LAS BOLTS PER
TRACK MOUNTIN& PETAIL
HINGE
Overhead
Garaae
Door
PLAN NOTES:
1. A foundation survey shall be performed and a copy
of the survey shall be on the site for the building
inspectors use. Or, all property markers shall be
exposed and a string stretched from marker to marker
to verify required setbacks.
2. All Plumbing, Electrical, and Mechanical rough-in5
must be complete, inspected, and approved before
requesting the framing inspection.
5. A permanent sign which identifies the termite
I
treatment provider and need for re-irepection anc
treatment contract renewal shall be provided. The sign
shall be posted near the water heater or electric panel.
F150 104.2.6
-4� r
-onclensate and roof downspouts shall discharge at
least 1'-0" away from building side walls. FBC 1505.4.4
spray heads shall riot be installed within T-0" of the
5. irrigation/5prinkler systems including all risers and
building side wall. FBC 1505.4.4
6. To provide for inspection for termite for infestation,
between wall covering and final earth grade shall not be
less than ro inches.
Exception: Faint or decorative cemetitious finish less
than %" thick adhered directly to the foundation wall.
FBG 1405.1.6
-7. initial treatment shall be done after all excavation and
backfill is complete. F115C 1516.1.1
5. 5oll disturbed after the initial treatment shall be
retreated including 5apI boxed or formed. FBC
1516.1.2
q. Boxed areas in concrete floors for subsequent
installation of traps, etc., shall be made with permanent
metal or plastic forms. Permanent forms must be of a
sized and depth that will eliminate the disturbance of
soil after the initial treatment. FB(:, lbl(5.13
10. Minimum 6 mil vapor retarder must be installed to
protect against rainfall dilution. If rainfall occurs
before vapor retarder placement, retreatment is
required. FBC 1516.1.4
11. Concrete overpour and mortar along the foundation
perimeter must be removed before exterior soil
treatment. F5C 1516.1.5
12. Soil treatment must be applied under all exterior
concrete or grade within 1'-0" of the structure side
wall. FBC 1516.1.6
13. All exterior vertical chemical barrier must be
installed after Construction is complete including
landscaping and irrigation. Any soil disturbed after the
vertical barrier is applied, shall be retreated. FE3C
1 a 160. 1. 6
14. All buildings are required to have pre-cor5truction
treatment. FBC, 1,516.1.7
15. A certificate of compliance must be issued to the
building department by a licensed pest control company
before a certificate of occupancy will be issued. The
certificate of compliance shall state: "The Building has
received a complete treatment for the prevention of
subterranean termites. The treatment is in accordance
with the rules and laws of the Florida Department of
Agriculture and Consumer Services." F50 1,5165.11
iro. After all work is completed, loose wood and fill
must be removed from below and within T-0" of the
building. This includes all grade stakes, tub trap boxes,
forms, shoring, _9nd other cellulose containing material.
FBC 2505.1.5
1-7. No wood, vegetation, stumps, cardboard, trash, etc.,
shall be buried within 15-o" of any building or proposed
building. FBC 2303.1.4
�Nindow and Door Notes:
15. All exterior windows and glass doors are required
to be tested 'in accordance with AN5I/AMMA/NY4NPA
101 /152 Standard and bear an AMMA or VI label
identifying the manufacturer, performance
characteristics and approved product testing entity.
1q. All exterior windows and doors, shall be anchored
per published manufacturer's recommendations to
achieve the design pressure specified.
20. House to garage door shall be solid core 20 min
fire rated.
Bar Splice Table
Size
overlap
3
20"
4
20"
5
:26-
ro
331.
-7
45"
(__7eneral Note!5
rNNL� L�rN�I 1 �
-- Openings from private garage directly into a
room used for sleeping purposes shall not be
permitted. other openings between the garage and
residence shall be equipped with solid wood doors
not less than 1%" in thickness, solid or honeycomb
core steel doors not less than 15/6" thick, or
20-minute fire -rated doors. FEC, R302.5.1
-- I:;)uct5 in garage and ducts penetrating the walls
or Ceilings 5eperating the dwelling from the garage
shall be constructed of a minimum No. 26 guage
sheet steel or other approved material and shall
have no openings into the garage. FBG R302.5.1
The garage shall be 5eperated from the
residence and its attic area by not less than Y2"
gypsum board applied to the garage side. Garages
habitable rooms above by not less than 5/,5" Type X
beneath habitable rooms shall be seperated from all
yp5urr board or equivalent. III the selperation
Is a floor -ceiling assembly. the structure supporting
the 5eperation shall also be protected by not less
than)/2" gypsum board or equivalent. FBC R502.6
5TAIRAAYS
-- The minimum tread depth shall be 10". The tread
depth shall be measured horizontally between the
vertical planes of the foremost projection of
adjacent treads and at a right angle to the treade
leading edge. The greatest tread depth within any
flight of stairs shall not exceed the smallest by more
than 5/5". IoNinder treads shall have a minimum tread
depth of 10" measured as above at a point 12" from
the side where the treads are narrower. kNinder
treads shall have minimum tread depth of rv" at any
point. Kth in any flight of stairs. the greatest winder
tread depth at the 12" walk line shall not exceed the
smallest by more than F5C R511.7.4.2
-- The radius of curvature at the leading edge of
the tread shall be no greater than "&,". A nosing not
less than 5/4" but not more than 1Y4" shall be
provided on stairways with solid risers. The
greatest nosing projection shall not exceed the
smallest nosing projection by more than %" between
two stories, including the nosing at the level of
floors and landings. Beveling of nosing shall not
exceed Y2". Risers shall be vertical or sloped from
the underside of the leading edge of the tread
a legree5 from
bove at an angle not more than 30 L
the vertical. Open risers are permitted, provided
that the opening between treads does not permit
the passage of a 4" diameter sphere.
Exceptions:
_- A nosing is not required where the tread depth
is a minimum of 11".
-- The opening between adjacent treads is not
limited on stairs with a total rise of 30" or lees.
FE30 R511.7.4.3
GUARDS
-- Porches, balconies or raised floor surfaces
located more than 30" Inches above the floor or
grade below shall have guards not less than 36' in
height. Open sides of stairs with a total rise of
more than 30" above the floor or grade below shall
have guards not less than 54" inches in height
measured vertically from the ro5ing to the treads.
-- Porches and decks which are enclosed with
insect screening shall be provided with guards
where the walking surface is located more than 30"
above the floor or grade below. FBG R51:2.1
PRAINA&F
-- Surface drainage shall be diverted to a storm
sewer conveyance or other approved point of
collection so as to not create a hazard/ Lots shall be
graded so as to drain surfaces away from foundation
walls. The grade away from foundation walls shall fall a
minimum of ro" inches within the first 10' feet.
Exceptions:
^here lot lines, walls, 51ope5 or other physical
barriers prohibit 6' inches of fall within 10'feet,
drain5 or 5wale5 shall be provided to ensure drainage
away from the structure. F5C R401.5
YIIIIALL COVERING
-- Flashing shall be located beneath the fir5t course
of masonry above finished ground level above the
foundation wall or slab and at points of support,
including structural floors, veneers, shelf angles and
lintels when masonry veneers are designed in
accordance with Section R-105.1. See Section
R-703.5 for additional requirements. F5C R-7051.5
Hazardou5 Locatior15 FL Building Code 2010
The Following shall be considered specific hazardous locations for the purpose of glazing:
1. (51azing in ingress and egress doors except wired glass in required fire doors and jalou5ies.
2. 61azing in fixed and Sliding panels of sliding type doors (patio and mall type).
5. 61azing in storm doors.
4. 61azing in all unframed swinging doors.
5. <51azing in shower and bathtub doors and surrounding waII5 where the sill height 'in the walls
is less than 60 inches above the standard surface of the shower or tub but in no case less
than roo inches above the bathroom floor.
(b. Olazing, operable or inoperable, adjacent to a door in all buildings and within the same wall
plane as the door whose nearest vertical edge is within 12 inches of the door in a closed
position and whose bottom edge is lees than roo inches above the floor or walking surface.
-7. Vazing, operable or inoperable, having a glazed area in excess of q 5q ft with lowest edge less
than 15 inches above the finish floor level or walking surface within B6 inches of such glazing. In lieu
of safety glazing such glazed panels may be protected with a horizontal member not less than 1-1/2
inches wide when located between 24 and Be, inches above the walking surfaces.
5. (51azing adjacent to stairways, landings and ramps within 36" horizontally of a walking surface when
the exposed surface of the glass is less than 60" above the plane of the adjacent walking surface.
q. Vazing adjacent to stairways within 60" horizontally of the bottom tread of the stairway in any
direction when the exposed surface of the glass is less than (00" above the rose of the tread.
0
kNOOP JAMB ATTAIGHMENT TO STRUCTURE
I& RATED FOR 100 MPH FA5TE5T-MILE BASIC kNINP SPEEZ;15
VERTICAL JAMB ATTACHMENT 70 AOOI�) FRAME STRUCTURE
5/16" x 5" LAO 5CR5N5 STARTING 5" FROM ENDS THEN :24" O.C.
VERTICAL JAMB ATTACHMENT TO 2,000 P51 CONCRETE
HILTI "K BOLT 3/5" x 4" 5TARTIN6 e)" FROM ENDS THEN 24" O.0
17R/RAM5ET REP DEAD 3/5" x 5" STARTING 5" FROM ENDS THEN
24" O.C.
VERTICALJAM5 ATTACHMENT TO 0-? BLOCK
HILTI SLEEVE ANCHOR 3/5" x 2-3/4" STARTING 5" FROM ENDS
THEN 24" O.G. ITR/RAM5ET TAPCON 1/4" x 2-5/4" STARTING 5"
FROM ENDS, USE PAIRS OF FASTENERS (5" APART) AT 12" O.C.
*LA&5 AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH
MOUN71NO SURFACE. *PREPARATION OF ^OOPJAMB5 BY
OTHERS.
51MF5ON Hurricane Clip -
5imp5on Hurricane Clip Hr-.10-2
META20,'Max UpliFt =1450 Ib5
or Equal (Max Uplift =1495 lb5 W/510
w/ 510 lb5 Horiz Forr-e
7 be H r Force �esi5tance
Re5i5tance Parallel and 550
Paralolel'zand 615 Ilb5 Perp to Y4 III
-1 ancl
b5 Ferp to ^all) or equal
2X& SUB -FASCIA
2x&
SUE3_FA5CIA
ALUM DRIP EP6E,
FASCIA s SOFFIT
LVL BY TRUSS MANUF
Sirrip5on T 20 Ea. Side
1565# Ea. Erribed 4"
into Poured Cell of
column. w114-10dx1Y"
NaiI5 in Beam
CMU Column
W/1 #5 Vert in
Each Cell 4
Filled w/orojt
SEE COI UMN
J7�1 -
PAP DE TAIL.
7-1-71
Framing ALT. Lanai / Entry Section
to be f lush NO SCALE
2x5
2xb P.T. 16" C-C
P.T. Typ
All E30lt5 s Nuts
Flush with Frame
2x& Framing
2x(o Framing P.T. All J-BoltS Y:2'x5"X3"
Manufactured Products Shall be Installed
According to Manufar-turer'5
Recommendations and Erection Drawings.
Garcae Door Attachment
NO SCALE
17 2 Y4" X 5/16" Tapcon!a 12" C-C,
Y2" Plywood to 2X4
Blor_king/iIINindow Frame
I t
---- -------- -------- - --------- -----------
I I
1 1 11
I I . I ------
, - - I ----- I
Al�_
---- -----------
---- -----------
L
0�
ALUM DRIP ED&E,
FASCIA SOFFIT
Knock -out Block A/1-#5 Cont
a Filled w/3000 PSI conr_
Freca5t /Prestressed Lintel
or Power Steel Lintel wll-#5
cont a Filled w15000 PSI conic
5" CMU Column w/1 #5 Vert in
T Each Cell s Filled w/6rout
....
.21, __
:2 ....
SEE COLUMN PAD DETAIL
I
rade
son MTSM20 or Equal
51mp
-7-10LI in Truss a (4) Y4"x2)14"
Lanai/Entry Section Tapcon Equivalent to 11-75#
NO SCALE (Total 4 Tapcons)
Note: This Detail is satisfactory
for one or more trusses as
required in lieu of straps shown
on wall section detail.
MISSING STRAF ION
DETAIL FOR TRUSS TIE -DOWNS
All Threaded Rod Y:2"Xq"
Top Flange and FaCe
Embedded 5" into Block
w12 Part Epoxy
Simpson MBHA3.56/11.25
Attach Beam
---- ----------
W/04) 10LI
---- ----------
Beam to Masonry
---------- 2X4 P.T. Blooking
Y " Plywood Bur-K
.2
�Nindow Frame
ARCH TOP
WINDOW DETAIL
TYF. FIBR3L. SHINGLES UJ/ 411 U.I.
ROOF: CEMENT ON ROOF
CRICKET WHERE PITCH &4 3:12
555 MOI�)IFIEP COL17)-APPLIED
ROOF MEMBRANE ^HERE CRICKET
OF P17CH 15 < 5:12
Ir2* FELT OVER
AFA RID. ROOF
SHTHG RJEETIJR� 411
'Zo VERTICAL 5EHIND
4x4 MET FLASHG
FRAMING
ROOF CRICKET
26 GA. 15" 1111 MET VALLEY
FLA5HIN6 (41" EA. AAY) OR 56" K
5ELF-Al:;)HERIN& VALLEY
MEMBRANE (15" EA. kNAY)
TAMICO M01STURE-OUARD OR
EA.
TYP. FBIRC71L.
SHINGLES TYP.
7YP. APA
RTP SH7H'&
VALLE(
NOTE
All Doors and Aindow5 Comply with Fl. Bldg Code 2010 Krid Load Req'5
All Glass in Hazardous Areas Shall be Tempered
All sliding Glass Poore Shall be Tempered
All Exterior let Floor kXaII5 are Pe5igned as Shearwall Segments Definition
of Hazardous Locations for 61a55/61azirig shall be per 2405.2 F.B.C. and
installed per Manuf. Installation Instructions
PES16N CRITERIA
* Allowable 53`75earing=2000 p5f - General contractor is responsible
for verifying soil bearing with a soils testing company.
* Concrete For Footings, Bond Beams, Filled Cells and Ca5t-in-Place
Columns Shall Have Min. Compressive Strength of 3000 pei @ 25 Days
* Concrete for kNalk5 and Slab on 6rade Shall Have a Min.
Compressive Strength of 2500 psi @ 25 Pays
* Concrete Block F 1=1cI00psi (Type 11)
* M -70 F,1 =200opsi (Type 5)
ortor A5TM C2
* Reinforcing Steel Shall Comply with A5TM A615, Grade roo(Fy=60,000 psi)
* Anchor Bolts Shall Comply with ASTM A56 Steel
* Footing Shall Be Placed in Undisturbed Soil or Clean, INell Graded
Backfill Material, Firmly Compacted to C15% Max Pry Density
* Design Shall Comply Y4ith The Standard For Hurricane Resistant
Residential Construction (57V 10-qq)
* Lumber Shall Be 5P #2 Dense - Fb=1200 psi
AF. (ARCH. FINISH)
ON MET
LATH ON
15# FELT OR HARD
517). OF, Ea. SVINS
PANELS
APA R-117).
SHEATHING ON YND.
FRAMING
26 GA. 4"x4"
MET FLA5HIN6
FBR(5L. 5HINC7LE5
ON 15# FELT
(RETURN FELT 4"
VERT BEHIND 4x4
FLASHING)
OOFIN& NAILS
'O.C. EA. LES
ET FLASHING
INTERSECTION
AR (ARCH. FINISH) ON MET.
IATH ON SO FELT O
HAR
K). OR EQ. SIDING PANELS
!(b GA. 4'x4" MET. FLASHING
VRE6. NAILS ro" O.C. EA. LES
)VER SHINGLES ? #15 FELT
�61_. C-5. SHINGLES ON 4"
4. PLASTIC ROOF
EMENT OVER. FLA5HIN&
YP. FE3R(5L. SHINGLES ON
15 FELT (RETURN 4" VERT.
�EHINP FL5H'r7 ON AFA
IT17) 5HTH'(S
HORIZ. ROOF/^ALL
INTERSECTION
Tgpical Frarne Header h5tallation
opening
Head er
Fastenel-5
Jack StudIa
5iZe
5ize
Ea. 5ide
Up to 5-4"
2 - 2X6
1(od @ 6" O.c.
1 1
5-5, to 5-4"
2 - 2xb
lad @ 61, O.C.
2
5-5, to 6-6,
2 - 2X10
16d @ ro" O.C.
2
6-7' to 10'-6'
2 - 2x12
16d @ 6" O.C.
3
Connection Detail -
Sable
Truss
Vertical
Attach
L-Brace
dlol_�, W/Rod,
lOd Nails
@ 4'c-c
SeCtion A -A
No 56ale
.-Roof Sheathing
Sable End Nail Spacirg
2x4 Blocking Sable Truss
4'c-c let Four
Spaces 5'Lorig
L-Brace to be
C10010 of (sable Vert. A I A
(See Table)
2x4x12" Min Block
Nailed to Each 2-16d
Blocking Member
wl2-1&d Nails Each Na
2x4 Staggered
Blocking
y2" Min Gyp
Ceiling F_�iaohragrn Nail @ 7'
5d Cooler Nails
U6P TAla
30" r--r-
Bond Be m
E;Iirect Truss to Masonrg Connection
Endwall for 6yp5urn Ceiling Piaphraq m
NO 5cALE
4" Conic FL Slab w16xrb
10/10 kNAF wlVapor Barrier
Bend All at Ea. 15.1
Filled Cell
Knock -out Block
11-111-111
# Rebar Cont.
# 5 1�)owell @ All _T'e�ite Treated
Filled Cell w/
Corners @ 4'o.c. Compacted Fill
12"x24" CONC FT(5
7- w15 # 5 CONT
or Compacted Fill
, 1-1 1 1-1 1 1-1 1 1-1
�, I __ 11 - 'I'Mil ;A
FOUNDATION STEMWALL
L-Braring Table
Stud
(1) 2x4
(2) 2X4
(2) 2xib
Spacing
L-E3race
L-5races
L-Braice5
1611
4'-5" - 5'-0"
5'-0" - 12'-0"
12'-0" - 16-0"
Sable End
24;�
4'-0" - 7-0"
1 -7,_O,� - 10,_011
1 10'-0" - 14'-0"
Truss Height
EXTERIOR ^INDO�N5 6 POOR5
1. All exterior windows anLI doors are required to be tested in
L'
accordance with AN5l/AMMA/NY*N1�)A 101 /152 Standard and bear
an AMMA or P110MA label identifying the manufacturer, performance
characteristics and approved product testing entity.
2. All exterior windows and doors where buck thickne5515 less than 1 Y"
,2
thick, shall be anchored through the jam into the structural substrate.
3. All exterior windows and doors where buck thickness is 1 Y
2"
or greater, the buck must be attached in a manner that
transfers the load directly to the structure. ^indows and
hored through the jam into the wood buck.
doors shall be anc
4. The window buck shall extend beyond the interior lip of the window.
5. Mullions and adjacent door assemblies are required to be tested or
engineered to transfer 1.5 times the design loads to the rough
opening substrate.
Lintel SChedule
I
Prestr
@)min
Lintel
Coric
'Brg
Lengt1i
L-Intel plf
1
4"
21-101,
5166
2
41,
31-61,
31cia
5
4.�
4-0"
2325
4
4"
4'-6"
1-75-7
5
4"
5-4`
1225
6
4"
51-101,
1000
7
4"
7-6'
102q
4"
q'-4"
632
5"
10,-11
1514
1.0
5�'
1 T-4`
1565
11
5"
12'-0"
1254
1:2
L5
1B-4"
1016
15
5"
14'-.0"
1003
14
5"
* 17-4"
c5o
15,
5"
* lq'-4"
-750
* Acting as a Composite
Beam w1b" Perimeter
Beam. One #5 Bar in
Lintel a one #5 Bar in 8"
Beam, Both Filled
W/5000 psi Conc.
Safe Load Freca5t
Fre5tre55ed ronr, Linte15
FOR ABOVE 4 COURSES
SP 2 @ Each Stud
SP 1 @ Each Stud
Bond Bearn
TRUSS PES16N I$ ICALIS5 SHALL BE 5UBM17TEP PRIOR TO
FABRICATION, 51,67NEP/5EALEI�) BY TRU55 ENOINEER.
225# SEAL TAB FIBERGLASS 5HIN6LE5 ON
15# FELT OVER)II GPX PLYkNOOP w1ISLIF5
ON FRE-ENOINEERE17) TRUSSES @ 24" O.C.
FASTENED k*I RING SHANK NAILS
@ 6" C-0 (4" S-C WIN 50F GABLE END)
SIMPSON HURRICANE SLIP R-50 CEILIN& IN5UL
META20 (MAX UPLIFT =1450 LB5 (OR ICYNENE)
VV 510 LB5 HORIZ FORCE
RESISTANCE PARALLEL AND
550 L55 PERP 70 YSALL)
2xBeam
Y2" &YFSUM CL&
PlAPHRA&M
2xro
SUB-FA5CIA
5D COOLER NAILS @ T' O
C
:20"
I
I
/ALUM DRIP EDGE,
FASCIA $ VINYL
VENTEI�) SOFFIT
PRE -CAST SILL
1 #5 POkNEL----,
5"x4" CLEAN -OUT
INSPECTION AT EA.
FILLED CELL
MASONRY CONSTRUCTION
4 CEMENT171OU5 FIN15H
q,4�, ORAO)E
8"X16" CONIC FTG
YI CON7 (25"
MIN LAF1 @ SPLICES)
Simp5on LBTA20
2x4 57UP 7YF.
-1" 055 SHEATHING
-16
LATHE AND STUCCO
J-501t -1"X5 32" o.c.
All ConneCtor5 are 5IMP50N or Equal 2
ENTRY KNEEWALL DETAIL
NO SCALE
2x F.T. 5uck to
be Secureol Lulth
3/f& 11 x 3" Tapcon
4" from encl
16" r--c
Note. Bee Door Manuf.
Installation Inatrur-tion5
for Fastenine 5r-heclule
Door Buck -
Connection Detail
:2-:2X12 W/)/2"
L5TA
.
.
-CONT U-BLOCK A/#5
STEEL REINFORCED FIRE -AST LINTELS
OVER OPENINGS SEE TABLE THIS SHEET
MARBLE STOOL
DRYkNALL ON 1X2 F.T.
FURRINS 4 R4.6 ALFOIL or
Opt. 3/4" RISC) INSULATION
/4" CONG FLOOR
SLAB A/FIBERMESH
_4 VAPOR BARRIER
V4ALL 5ECTION
NO SCALE
Hurricane Clip H 10 W/ 5-5d
Na!15 in Joist and 5-5d Nails in Top
Plate (Max Uplift Allow='750 lb
w/505 b Horiz Parallel and 450 lb
f�erlpqndicular to Top Mate)
TERMITE TREATEI�)
COMFACTEI�) FILL
OPT. MONOLITHIC
Min. 4" Lap set in Mastic
1 XY &aIv. Roof Nails
@ 6" c-r- @ 1 @ Ea. True5
Anchor/Base sheet
up Vertical kNall
0_
C�
SIP 2 @ Each Stud
0
One Jack Stud
N
Required Up
N
to 8' Max
CD
HTT 16
or MTT:255
w1515'xro" ^edge or Sleeve
Anchor WOO) N55 YIIlood
517 1 @ Each Stud
LO
Screws or (15) Stub Nails in
(0
Stud Max Allow Uplift 2-750 lb5
(D
r-
U)
TIConc
6arage FIr
CL
:3
1,--
Wxe," sleeve
Anchor wlCorc
Block Stem kXa
Interior Brig ^all Mono Fta\
co
All connectors are Simpson or Equal
BEARING WALL DETAIL
NO SCALE
%"x(o" kNedge or (D
0)
)/:2" cP Threaded Rod Sleeve Anchor 3' "0
II k5i Set in 2 Part 0 0
ALT. r1/6`xe,` Titen H :3
Epoxy (At Garage
Step Down) NOT REOT) Details 0
^HEN USING TITEN HP
>4
rt:!
U)
(1)
E
E
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0
0
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0
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SEAL:
Ray M. Smith
FIL Architect # 12864
708 Lithia Pinecrest Rd.
Brandon, FIL 33511
Phone:72 2-6401
DATE
August 29, 2013
SCALE
1/4" = 1 1-011
DRAWN
BDE
SHEET
S2
HarfflagnerTd
6 A.f.f.
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CL
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L06ATION
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er dant
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PLU6
T5D
------ ---------------
--------------------
- — — — — — — — — — — — — — — — — — — — — — — — 'Oel
F\
FLOOR 17—
FLU67
TBD
Pendant
Pendant
FL&O/5Z
PLU6
TBD
L -J
f
up -
TO FRONT
FLOODS 10
ELECTRIC14L LEGEND
5 TOGGLE SWITCH - SINGLE POLE
53 TOGGLE SWITCH - THREE WAY
9-- DUPLEX RECEPTACLE - 11OV., 20 A, 3 WIRE GROUNDING TYPE
DUPLEX RECEPTACLE 6" ABOVE COUNTER BACKSPLASH TO CENTER
DUPLEX RECEPTACLE IN WEATHERPROOF ENCLOSURE
DUPLEX RECEPTACLE WITH ONE HALF SWITCHED FROM WALL SWTICH
GE 220 V. RECEPTACLE
RE SOFFIT MOUNTED DUPLEX RECEPTACLE GF1
E]-J EQUIPMENT DISCONNECT
3::� CEILING MOUNTED INCANDESCANT LIGHT
Pendant INCANDESCANT LIGHT WITH EXTRA BRACING
RECESSED DIRECTIONAL INCANDESCANT FIXTURE
RECESSED INCANDESCANT FIXTURE
BRACED FOR CEILING FAN AND LIGHT
SURFACE MTD. INCANDESCANT FIXTURE
Q
SURFACE MOUNTED FLUORESCENT FIXTURE
EXHAUST FAN VENT THROUGH ROOF
SOFFIT MOUNTED MOTION DETECTING FLOOD LIGHT.
(EACH TO BE ON SEPARATE SWITCH AND CIRCUIT)
RECESSED FLUORESCENT
BRACED FOR CEILING FAN WITHOUT LIGHT
0
SMOKE DETECTOR
CARBON MONOXIDE ALARM
V TELEPHONE OUTLET AND PLATE
e TELEVISION OUTLET AND PLATE
ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI
(ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT
122"X561, Min'
�r A-11
L
A
st
A------------
- - - - - - - - - - - -
TF
/ P
y
(k\
5UR.(�F-
ELEC,TF,ICAL METER,
By POyqEp, CO.
200 A 200 A
MAIN MI-O
C.5.
PANEL
LI&HTNIN(5 3-#5/0 TH�NN CU
ARRE-5TER 1-#& CU 6ROUND
2" CONDUIT
PEP, NEC;
TO METAL COLZ7 PVA 7EX F'IFE
5-#5/0 THkNN CU J 14
2" CONDUIT TO F007-ER
'0
TRAN5 By POYiER C
M,ff7F)R
1/2" CONDUIT—'
--'�<5FOUNP ROD
ELECTRICAL R/5ER 200A 5ERVICE
NO 5CAL-E
ELECTRICAL NOTE:
ALL GOME31NA71ON CARBON MONOXIDE / 5MOKE DE7ECTOR.5 5HALL BE HARD �NIRED INTO
AN ELECTRICAL POkNER 5OURCE AND 5HALL BE EQUIPPED NITH A 5ATTER'I' BACK-UP,
PROVIDE AND IN5TALLEP 5"( A LOCALLY CERTIFIED IN5TALLER.
ctrIcal
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Room
Base Area
Living
3843 SF
Lanai
1 751 SF
Garage
774 SF
Entry
84 SF
5452SF
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SEAL:
DATE
August 29, 2013
SCALE
1/4" = 11-01.
DRAWN
BDE
SHEET
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