HomeMy WebLinkAbout5629 Rhonda Ct (2)LOT
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EXISTING COVERED LANAI RENOVATION w
& GARAGE DOOR GONVERSION to V-1inLU
LEGAL DESCRIPTION:
LOT 11, 5UN5ET E5TATE5-2, according to the
plat thereof, as recorded in Plat Book 16, Pages
5-4, of the Public Records of Pasco County, Florida
DRAINAGE NOTE:
THE EXISTING ROOF OVER NHIGH ALL STRUCTURAL
RENOVATIONS ARE TO OCCUR, YNILL REMAIN
UNCHANGED PERIPHERALLY AND DIMEN51ONALLY
THEREFORE, NO NEN ADDITIONAL RUN-OFF HILL
EXPECTED TO IMPACT SURROUNDING PROPERTIES.
SCOPE OF NORK:
STRUCTURAL RENOVATIONS OF THE REAR COVERED
LANAI'S, V4' HICH HILL INCLUDE NEY�I NINDONS AND
Ar NEN DOOR, FRAMING Y�1ALLS IN THE COVERED
SOUTH LANAI KITH Ar NEN CONCRETE SLAB.
THE GARAGE DOOR 15 GOING TO BE ELIMINATED
AND Ar Y'IINDON kNILL BE FRAMED IN THE CENTER OF
THE Y'IAtLL..
\LL WORK SHALL COMPLY WITH PREVAILWC=
;,ODES FtARIDA BUILDING CODE.
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
V\EW gg HYR� 2022
R AY 0 x \\ AsR
LICENSE
No.47431,-
STATE OF
♦ ,� FLORIDA
�SS�GNALE�������
/il/11I0
This item has been electronically signed and
sealed by Dr. Ram A. Goel using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
Digitally signed by Ram Goel
DN
E=SoneyfmllcLyahoo com,
CN=Ram Goel,
Ram Goel OUSoneylNEERING. MLLLC
L=Tampa, S=Florida, C=US
Date. 2022.08.11
10.13.49-04'00'
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DE516N
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F_B_G. RESIDENTIAL 7TH EDITION
DR. RAM A. GOEL, P.E.(#47431)
50NEY FM LLC, GA # 9746
GORY LAKE PROFE55IONAL CENTER
10329 GROSS CREEK BLVD., SUITE P
TAMPA, FL 33647 Ph: 813-293-1868
51TE
EXISTING/DEMOLITION FLOOR PLAN
WALL LEGEND:
EXISTING 8" EXTERIOR
GONG. BLOCK WALL
EXISTING 4" WOOF FRAME
DEMOLITION AREAS:
NOTE:
ALL AREAS COVERED BY THE ABOVE
HATCH ARE AREAS TO BE DEMOLISHED, REPLACED
OR RENOVATED.
EXISTING GARAGE DOOR FRONT ELEVATION
DEMOLITION AREAS:
NOTE:
ALL AREAS COVERED BY THE ABOVE
HATCH ARE AREAS TO BE DEMOLISHED, REPLACED
OR RENOVATED.
GEILIN&
2x4 TOP PLATE CONNECTED
"5P2" (FLA # 10456.42) OR EQ
2x4 HEADER
NEW 1/2" DRYYVALUPLASTER
-
BOTH SIDES
.o
2x4 STUDS
16" O.G.
2x4 BASE PLATE CONNECTED
W/ SIMP50N "SP1" (FLA # 104
W/ SIMPSON
DIVALENT
TOP PLATES
(FLA # 10456.42)
56
SIMPSON "SP1"
BOTTOM PLATES
(FLA # 10456.41)
.4
FLOOR 5Y5TEM
i TYFIGAL I P TftNIUK
FRAME MALL 5ECTION
SCALE ..
NOTE:
SCOPE OF WORK WILL INCLUDE
RENOVATION OF REAR LANAI'S,
WHICH WILL INCLUDE NEW 1NINDOWS
AND A NEW DOOR. AL50 NEW
WOODFRAME WALLS ON THE SOUTH
LANAI. THE EXISTING ROOF OVER
BOTH AREAS WILL REMAIN INTACT.
THE GARAGE DOOR WILL BE ELIMINATED
AND A 3648 WINDOW WILL BE FRAMED
IN CENTERED IN THAT AREA.
THERE WILL BE NO ADDITIONAL. 50.
FT. ADDED TO THE PROPERTY.
CONTRACTOR TO REMOVE EXISTING GARAGE
DOOR, REPLACE WITH 1-3645 WINDOW AND
FRAME IN AROUND NEW WINDOW WITH 2x8's.
TAPGON INTO EXISTING LINTEL
ABOVE NEW WINDOW. APPLY STUCCO TO MATCH
EXISTING HOUSE OVER NEW WOODFRAME WALL.
PATCH INTERIOR 5HEETROCK.
PROPOSED WINDOW FRONT ELEVATION
PROPOSED FLOOR PLAN
WALL LEGEND:
PROPOSED EXTERIOR
WOODFRAME WALL
PROP05ED INTERIOR
WOODFRAME WALL
EXTERIOR WOODFRAME
WALL
EXISTING 8" EXTERIOR
GONG. BLOCK WALL
NOTE:
SUNROOM "A" HAS,
EXISTING MECHANICAL.
5UNROOM "B"WILL NOT
BE CONDITIONED.
DEN AREA WILL NOT BE
CONDTIONED.
1111
\M0A. GO ���/
LICENSE
No
i STATE OF ��
'i FLORIDA
I lilt%
This item has been electronically signed and
sealed by Dr. Ram A. Goel using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
Digita
lly sed by Ram
GoaOlt
E=S3OneyfmllolQydtoo.com,
Rare Goers �NURING,
O-Soney FM LLG,
L=Tampa, S=FWida, C=US
Date: 2022.00.11
10:13:35-04100'
I HEREBY CERTIFY THAT i HAVE REVIEWED
AND SUPERVISED THE ATTACHED DE516N
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F.B.G. RESIDENTIAL TTH EDITION
DR. RAM A. GOEL, P.E.N41431)
SONEY FM LLG, GA # 9i46
GORY LAKE PROFF-591ONAL CENTER
10329 CROSS CREEK BLVD., 5UITE P
TAMPA, FL 33641 Ph: 813-293-1868
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PROPOBED ELECTRICAL PLAN
ELECTRICAL LEGEND :
ELECTRICAL WIRING
LIGHT FIXTURE
ARC, -FAULT CIRCUIT INTERRUPTER
DUPLEX OUTLET
WALL SWITCH
NOTE:
ELECTRICAL LAYOUT 15 A 5CHEMATIG ONLY.
GON5ULT LICENSED ELECTRICAL CONTRACTOR,
GENERAL CONTRACTOR AND/OR OWNER BEFORE
INSTALLING ANY ELECTRICAL FIXTURE
MAKE NEW ELECTRICAL CONNECTIONS TO
EXISTING MAIN PANEL AT EXI5TINC SPARE
CIRCUITS AND VERIFY ALL RESULTANT LOAD5.
NEC, 2017 210.12 ALL 120-VOLT,
SINGLE PHASE,15- AND 20 AMPERE
BRANCH CIRCUITS 5UPPLYING OUTLETS
INSTALLED IN DWELLING UNIT FAMILY,
DINING, LIVING, BEDROOMS, LIBRARIES,
PARLOURS, DENS, SUNROOMS, CLOSETS,
RECREATION RMS., CLOSET, HALL104AY5
OR SIMILAR ROOMS OR AREAS SHALL
BE PROTECTED BY A LISTED (AFCI)-
ARC-FAULT CIRCUIT INTERRUPTER
NOTE:
SUNROOM "A" HAS
EXISTING MECHANICAL.
SUNROOM "B" WILL NOT
BE CONDITIONED.
DEN AREA WILL NOT BE
CONDTIONED.
GENERAL NOTE5:
ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED EDITION
OF THE FLORIDA BUILDING GORE, MECHANICAL CODE, PLUMBING
CODE, THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE
CODES AND REGULATIONS, LOCAL, CITY, STATE, FEDERAL, SAFETY
BOARD OF FIRE UNDERWRITERS AND FIRE DEPARTMENT.
WORKMANSHIP SHALL BE EQUAL TO THE BEST TRADE PRACTICES
ALL INSTALLATIONS OF MANUFACTURE'5 SPECIFICATIONS SHALL BE
IN EXACT COMPLIANCE WITH MANUFACTURE'S PRINTED
INSTRUCTIONS.
CONTRACTOR AND/OR OWNER SHALL VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE ANY PHASE OF
CONSTRUCTION 15 TO COMMENCE.
CONTRACTOR AND/OR OWNER SHALL COORDINATE ALL WORK
BETWEEN SITE, BUILDING, ELECTRICAL, MECHANICAL AND
PLUMBING BEFORE EACH PHASE OF CONSTRUCTION BEGINS.
DO NOT 5CALE PLANS.
STANDARD 90 HOOK
GONT. 12" WIDE x 16" DEEP _
MONOLITHIC SLAB EDGE/FTG.
W/ (2) #5's CONT. LAP
SPLICES MIN. 24" 8 TIE
w / WIRE. TYP. @ PERIMETER
0"
LAP SPLICE
10'
4"THICK GONG. SLAB w / bxb
10/10 W.W.F OR FIBERME5H
REINF. ON b MIL. POLYETHYLENE
VAPOR BARRIER ON GLEAN
COMPACTED SAND FILL w / SOIL
POISONING (TYP.)
NEW 5UNROOM FIN. FL.
SLAB ELEV = 85.25'
5LA9 To MAl" EXI5TIN&
EXISTING FIN. FL.
SLAB ELEV = 85.25'
NOTE:
2' CONTRACTOR TO SAWGUT UNDER EXISTING
SLAB TO ADD 12x16 FOOTER TO THI5 AREA.
_A_ AP UP EXIST
. 5 . SLAB TO
MATCH HOUSE FF 3"t
NEW SUNROOM FIN. F�
SLAB ELEV = 85.25'
BOND NEW FTC. TO EXISTING FTC.
BY DOWELING (2) NEW #5's REINF.
STEEL INTO EXIST. FTC. MIN. 7" AND
SET w / EPDXY GROUT (TYP.
EXISTING 5LAB AND
FOOTER TO REMAIN
4X12
GONG.
STOOP
ELEV = 85
WHERE NEW SLAB MEET EXIST. SLAB
ALL THE WAY AROUND ... TIE NEW
SLAB. REINF. STEEL INTO EXISTING.
BY DOWELING NEW (1)#5 @ 5' 0.6
INTO EXIST. FTC. MIN. 7" AND SET W/
EPDXY GROUT (TYP.) /
3.
4'
PROP05ED FOUNDATION PLAN
CONCRETE:
3.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3000 P51 (NORMAL WEIGHT).
3.2 REINFORCING BARS: A5TM A615 (GRADE 40).
3.3 WELDED WIRE FABRIC, (WWF): A5TM A185.
5.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315.
3.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINC75 3" BOTTOM AND SIDES.
3.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE 5LA55) 3
%s" THICK, REINFORCED WITH 6X6 MESH MAY BE USED IN LIEU OF WWF AT
CONTRACTOR'S OPTION.
3.7 CONCRETING OPERATORS SHALL COMPLY WITH AGI STANDARDS.
3.8 LAP SPLICE SHALL BE AS FOLLOW5: #7 BAR 35", #b BAR 30", #5 BAR 25",
#4 BAR 20", #3 BAR 15".
0\��p`►t'A. GO
LICENSE
No 4743
-Q
i 7�, STATE OF
FLORIDA
This Item has been electronically signed and
sealed by Dr. Ram A. Goel using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
Digitally signed by Ram Goal
DN:
E-SoneykiW@ tehoo.com,
Ram Goal OUNEm Goal,
OI�NGINEERING,
O■Sonay FM LLC,
L"Tampa, SAFINkle, C=US
Date: 2022.0&11
10:13:20-04'00'
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DE516N
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F.B.G. RESIDENTIAL 7TH EDITION
DR. RAM A. GOEL, P.E.(#47431)
SONEY FM LLC, GA # 9746
GORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD., SUITE P
TAM PA, FL 33647 Ph: 613-293-1865
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APPLY STUCCO TO MATCH
OVER WOODFRAME
NEW 8'
WALLS
UNDER
EXIST.
ROOF
FL -
APPLY STUCCO TO MATCH'.
OVER WOOOFRAME WALL
------------------------------
EAST ELEVATION
SCALE 1 /4" = 1'
9
SOUTH ELEVATION
NE 150METRIC ELEVATION
SCALE 1 /4" = 1'
WINDOWS 8 DOORS NOTE:
ALL WINDOY45 & DOORS
INSTALLED ON THIS PROJECT
MUST MEET 150 M.P.H WIND
RESISTANCE 5TANDARD5 PER
R301.2.1 2020 F.B.G. RESIDENTIAL
ITH EDITION SECTION
NOTE:
SCOPE OF WORK WILL INCLUDE
RENOVATION OF REAR LANAI'S,
WHICH WILL INCLUDE NEW WINDOWS
AND A NEW DOOR. ALSO NEW
WOODFRAME WALLS ON THE SOUTH
LANAI. THE EXISTING ROOF OVER
BOTH AREAS WILL REMAIN INTACT.
THE GARAGE DOOR WILL BE ELIMINATED
AND A 3648 WINDOW WILL BE FRAMED
IN CENTERED IN THAT AREA.
THERE WILL BE NO ADDITIONAL 50.
FT. ADDED TO THE PROPERTY.
NORTH ELEVATION
56ArLE 1 /4" = 1'
EXISTING F.G 5HINGLES OVER #15
FELT OVER 1/2" PLYYVOOD ---�
SHEATHING OVER FRAMED
TRUSS ® 24" O.G.
EXISTING
METAL DRIP
EDGE
EXISTING 2" x 8" FASCIA
BOARD
EXISTTNG
GONT.VENTED
ALUM. SOFFIT
MATCH EXIST. EXTERIOR
FINISH OVER #15 FELT
OVER 1 /20 PLYWOOD —
SHEATHING
2"x P.T. PLATE M
1/2" }ANCHORAGE
BOLTS ® 21" 0.(
(TYP. )
T- *
, * * *
MIN.
V-0' BELOW
FINISH
GRADE
125c 16" MONO.
GONG. FOOTING
W/ 2-#5 REBAR
CONT.
NALL SECTION
SCALE N.T.5
R-1 q INSUL.
OR BLOWN
5/8" DRYWALL CEILING
ONLY
DBL. 2N TOP PLATE
DBL.2"x HEADER
ALUM. SINGLE HUNG
WINDOW
WINDOW STOOL
—1/2" DRYWALL OVER
2"x STUDS @ 16"O.C.
OVER R-11 IN5UL.
SIMPSON "51*1" BOTH
TOP AND BOTTOM
PLATES
4" GONG. SLAB, MIN COMPRESSIVE
STRENGH OF 3,000 P.S.1 0 28 DAYS
"b x b 10 x 10 W.W.M.
OR
FIBER MESH OVER b MIL. VAPOR BARRIER ON
TERMITE TREATED AND COMPACTED GLEAN
FILL.
`♦�` LICENSE
No 4743 06,
i STATE OF e�
FLORIDA
EXIST. 6'
WALLS
UNDER
EXIST.
ROOF
Digitally signed by Ftam
Goal
DN:
E►$EI11ey1rMiC,�yalloo.com,
Ram Goel mG , G OEOEI
OwSa ey FM LLC,
L=Tampa, S=Flo", C=US
Date: 2022.06;11
10:13:04-04'&
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERV15ED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F.B.C. RESIDENTIAL TTH EDITION
This item has been electronically signed and
sealed by Dr. Ram A. Goel using a Digital
Signature and date. Printed copies of this
document are not considered signed and DR. RAM A. GOEL, P.E.(#4-1431)
sealed and signature must be verified on any SONEY FM LLC, CA # g746
electronic copies CORY LAKE PROFESSIONAL CENTER
103241 CROSS CREEK BLVD., SUITE P
TAMPA, FL 3364'1 Ph: 813-2413-1868
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INTERIOR HEADER
50HEOULE
OPENING 51ZE
HEADER SIZE
UP TO3'-4"
2-211x6"
3'-5" TO 5'-4"
2 - 2" X 8"
5'-5" TO S'-6"
2 - 2" X 10"
8'-1" TO 12'-6"
2-2 so x 12"
REGU I RED AT LOAD
BEARING Y*4ALL
16d NAILS ®-
16" O/C TYP.
0 F°°R
Ni C
/- SINGLE 2to0"
CRIPPLE STUD
TYPICAL
2--SiMPSON LSTA18 *
UNLESS NOTED OTHERWISE
2-ROWS 16d NAILS STAGGERED 0
16" O/C EACH FACE OR 3-ROWS
16d NAILS STAGGERED 9 16" O/C
FOR 2"00" OR GREATER HEADER
DOUBLE HEADER W/ 1/2"
FLITCH PLATE
FILLING AND BLOCKING AS
REQUIRED FASTENED TO
HEADER W/ (2) 16d 0 16° O/C
UNLESS NOTED OTHERWISE
2"x4" STUDS TYP.
SiMPSON H TT16 W1 5/8"0
HILTI KWIK BOLT If ANCHOR
W/ 6" EMBEDMENT U.N.O.
P.T. SOT. PLATE
' UPLIFT CONNECTIONS REQUIRED
AT LOAD BEARING WALLS
LOAD BEARING/EXTERIOR
UJALL. HEADER DETAIL.
NAILING SCHEDULE
Connection
Joist to band joist, face nail
Joist to sill or girder, toe nail
Bridging to joist, toe nail each end
Ledger strip
Sole plate to joist or blocking, face nail
Top or sole plate to stud, end nail
Stud to sole plate, toe nail
Double studs, face nail
Double top plates, face nail
Continuous header, two pieces
Ceiling joists to plate, toe nail
Ceiling joists, laps over partitions, face nail
Ceiling joists to parallel rafters, face nail
Rafter to plate, toe nail
Built up corner studs
Built-up girders and beams, of three members
Fastener
Number of Spacing
16d common
3
8d common
3
8d common
2
16d common
3 at each ,joist
16d common
16" o.c.
16d common
2
8d common
4
10d common
24" o.c.
10d common
16" O.C.
16d common
16"o.c. along each edge
8d common
3
-
3-16 or 4-10d common
8d common
3
16d common
24" o.c.
10d common
32" o.c. at top and bottom and
Wood Structural Panel/Subflooring 19/32"-3/4"
10d common or
6"
o.c. edges and
10d hot dipped galy. box nails
12" o"c. intermediate
Wood Structural Panel/Roof & Wall Sheathing
8d common or
6"
o.c. edges and
8d hot dipped galv. box nails
6"
o.c. intermediate and
4"
o.c. gable truss
Gypsum Wallboard
13/8" drywall nail
7"
o.c. on ceilings
8"
o.c. on walls
1/2"
1 V2" drywall nail
7"
o.c. on ceilings
5/8"
8"
o.c. on walls
3 tab asphalt roofing shingles
1. `/4" min.
6 fasteners per shingle
11 ga. Galy.
nails with min.
3/8" diameter head
ALTERNATIVE
ANCHORAGE METHOD
�1
I + I
L-J
SI MIPSON -HD2A7 W/ 5/8"
!d BOLT ANCHOR W / B"
EMBEDMENT BELOW
(TYP.) EACH SIDE
EXTERIOR FINISH
7MG" EXT. O.S.B.
• (3) 2"'x_ JAMB
1"x TRIM
1 "x_ DOOR STOP
1 /2" GYP. BOARD - --I
2"x 8" P.T. WOOD JAMB DOOR AND CONNCEI
PER GARAGE DOOR
MANUFACTURER
FRAME GARAGE DOOR JAMB DETAIL
PANEL
(SHEATHIN
) ATTACHMENT
SCHEDULE
4'-0"
TA 'A'
TERNATE NAIL SPACING
'B'
ER TABLE AT LEFT
0
e
8
toe o
0 4' x 8' SHEET OF PLYWOOD
'�
SHEATHIN RF_FER TO OTHER
NOTES AT WALL SECTION OR
•
• OTHER DETAIL FOR THICKNESS
z
AND GRACE
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•
e56
NAIL SPACING AT INTERMEDIATE
o e
FRAMING 12" O.C. MAX.
. (TYP.)
TYP.
# N
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40
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0
NAILS SNGLE ROW
NAILS DOUBLE ROW=
1. PLYWOOD PANELS SHALL 0
THE TOP MEMBER AN THE
BOTTOM PLATE BY 1 1/2 '
ANO A SINGLE ROW OF FASTENERS
SHALL BE PLACED 3/4'
PANEL EDGE.
2. PLYWOOD PANELS SHALL
THE TOP MEMBER OF THE
DOUBLE TOP PLATE PLATE
AND THE BOTTOM PLATE BY 1 1/2•.
ROWS OF FASTENERS SH
BE 1/2' APART WITH A MINIf�IUM
EDGE DISTANCE OF 1/2'.
CH ROW SHAM HAVE NAILS AT
THE SPECIFIED SPACING.
SIIEAR
ACTES
FOR COMMON SH
WALL MATERIALS
MATERIAL
SHEATHING
NAIL
NAIL SPA
SHEAR CAPACBOARD IT
NAIL SPACING RE
FOR SHEARWALL DESIGN-
TABLE 'A'
8dO6"Ac12'
Ib0
dt12' 11
adO4"tlC12"
11 1GdO6'At12"
ALTERNATE NAIL SP
CING AT TOP BTM. PANEL
EDGES
" 4'
3" 11
6'
3'
6'
s•
4'
3"
CAPACITY (P10
94
189
0
11
237
N/A
0
tt
0
142
28S
6>i
3T7
566 11
237
4
4
710
t18
35S
59
285
570
SSS
WALL FRAMING
ALUMINUM WINDOW FRAME
3 - #8 x 1 1 /4" SCREWS
PER SIDE (8 TOTAL
PER WINDOW)
1 x 2 P.T. BUCK STRIP NAILED
TO FRAMING w/ 1Od NAILS 8" O.C.
WiNDOW TO FRAME
ATTACHMENT DETAIL
STRUCTURAL NOTES:
SCALE: N.T.S.
1. CODES:
1.1 Current edition of The Florida Building Code Residential 2011 bth Edition.
1.2 Building code requirements for reinforced concrete (AGI 318.06).
1.3 American Society of Givii Engineers minimum design loads for buildings and
other structures (A5GE '1.05).
2. SOILS:
2.1 Assumed allowable soil pressure 1,500 P51.
3. CONCRETE:
3.1 Concrete compressive strength at 28 days: 3,000 PSI (Normal weight).
3.2 Reinforcing bars: A5TM A615 (Grade 60).
3.3 Welded wire fabric (WWF): A5TM A185.
3.4 Detail reinforcement in accordance with AGI 315.
3.5 Concrete coverage of reinforcement: Footings 3; bottom and sides.
3.6 Earth supported slabs: (Including exterior walk and driveway slabs) 3
%" thick, reinforced with b x 6 -10 x 10 WWF at mid depth of slab.
Fiber -mesh may be used in lieu of WWF at contractor's option.
3.'I Concrete operators shall Comply with AGI standards.
3.8 Lap splice shall be as follows: #5 bar 25"; #4 bar 20" and #3 bar 15".
4. MASONRY:
4.1 Design and construction shall conform to the specification of the
National Concrete Masonry Association and AGI 530.
4.2 Minimum masonry unit strength: fm 1,900 P51.
4.3 Mortar shall be type 'S" or "M'.
4.4 All block cells and cavities below grade shall be filled with concrete
when stem wall is greater than 24" tall above grade.
5. WOOD:
5.1 Waod structural framing members: #2 Southern Yellow Pine (unless noted
otherwise) with an allowable bending stress (fb) per ND5-91 = 1,250 P51
and a modulus of elasticity = 1,600,000 P51.
5.2 All exposed wood or wood in Contact with earth or concrete to be pressure
treated.
5.3 Roof sheathing: 1/2" G-D grade plywood (or 15/32" 05B) under 30#
felt under 240# fiberglass shingles.
5.4 Untreated wood shall not be in direct contract with Concrete. Seat
plates shall be provided at bearing locations without wooden top plates.
�nH of spa
rw1.
(AND #2 5YP 2X4116' OLJ
I) II
90TT PLATE�
w. snAs
SFEAR PANEL - C,ON515T5 OF I/1" GDX PLYWOOD
NAILED WITH 8�d GOI��ION NAILS AL50 6LUE YEN
�"f 18LE 3' DEC.. ED6Ea E 4" OL. FIELD. ALL
OTHER PLYWOOID BETrEEN SHEAR PANELS
NAILED WI'M 8d G01'�'�ON NAILS 4" OL. 8"
OL. PIf1D. ALL PLYWOOD ED6E5 ON SFIEAR PALL
AREAS] SIJF'PIORT� BY 2x4.5HEAR PAt�L. 8JD5
w/ (?) 51MP50N 1,',MST (STRAP) (OR f�l1Al,) NAILED
TO EA. STUD (TOP +t BOTTOM).
1
�34Ax�10� T
I NGHOR tOR 6'
M�nb�l?
A1" Al COPN�pS ANp
Op�NINGS (Tyr,)
TYPICAL. BAR WALL PANEL
(W�t SHEAR LEN15TN 15 LEA THAN 2'-0"-
UaE ELNERS OR Eg1AL hkaOD 6LUE IN
ADDITION TO NAILING)
WOOD FRAME WALL
MOLDING
PRE -HUNG DOOR FRAME
SHIM AS NECESSARY
1Qd NAILS (� 16" O.C.
3/4" FURRING NAILED TO
FRAMING Wf 10d NAILS
_ t�8"O.C.
FRAME DOOR ATTACHMENT DETAIL
6" LONG LAG BOLTS MIN.
1/2" OIA. W/WASHERS
(2,� #5 EPDXY GROUTED
B" INTO EXIST. FTC. ____
EXIST WOODFRAME WALL
('2) 2 x4 " TP !�
.. "
< /
FRAME WALL_TiE--IN DETAIL
SCALE N.T. S
1/2 A.B. �4 O.C.
A.
NOTE:
PLATE LENGTHS MUST BE
AT LEAST 8'-0" LONG (TYP.)
TOP SPLICE
-OVER STUD
DOUBLE 10d
;� ,r--10d @ 8" O.C.
BOTTOM SPLICE
OVER STUD
TYPICAL TOP BEARING PLATE SPLICE
SHEAR Y�lALLS
NOTE: ALL FRAME PERIMETER
Y�lALLS ARE TO BE CONSIDERED
SHEAR Y�IALL SEGMENTS EXCEPT
AT DOOR AND Y�tINDOY�t OPENINGS
AND YVALL LENGTHS LESS THAN
2'-8" IN LENGTH.
NAILING PATTERNS &SPACING @
SHEATHING FOR SHEAR APPLY
TO ALL EXTERIOR YVALLS.
DOUBLE (5.Y.P)
FRAMING r- 2x4 TOP PLATE
L9
CRIPPLE STUDS (5•Y.P)
HEADER (S.Y.P)
51MP50N "LSTA-30" STRAP
OR EQUAL) NAILED TO EA H
STUD w / (2) 16d COMMON
(EACH STUD)
HEADER STUDS S.Y.P
NOTE: �
SINGLE HEADER STUD
FOR OPENINGS b' AND LE55
DOUBLE HEADER STUDS FOR
OPENINGS GREATER THAT 8'-0"
NO
NOTE:
(2) 51MPSON HD TYPE HOLD DOWNS REQUIRED
AT THE BEGINNING 8 END OF THE SHEAR WALL
NEXT TO A MINIMUM DOUBLE STUD
TYP. EXTERIOR FRAME OPENING (1st STORY)
in
In
LU
WE
LICENSE
No 4743 ,.
i STATE OF
�j FLORIDA
FULL LENGTHI
WAIL STUDS
(S.Y.P)iI
D'pitaly signed by Ram Goel
DN:
E"80neyfmite�oo.com,
Ram GoeICN+Ram God
DU"ENGINEERiNG,
O=3onay FM LLC,
L■Tampa, S=Fbtlea, C=US
Date: 2022.08.1 t
10:12:4e-04'oo'
I HEREBY CERTIFY THAT 1 HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F.B.G. RESIDENTIAL lTH EDITION
This item has been electronically signed and
sealed by Ram Goel using a Digital
Signature and date. Printed Copies of this
document are not Considered signed and DR. RAM A. GOEL, P.E.(#4"1431)
sealed and signature must be verified on any 50NEY FM LLG, GA # 9i46
electronic copies GORY LAKE PROFESSIONAL CENTER
10329 GR055 CREEK BLVD., SUITE P
TAMPA, FL 3364'I Ph: 813-293-1868
5TRUCTURAL DESIGN CRITERIA
Areas:
Live Loads: Dead Loads:
Dwelling Floors:
40 PSF
10 P5F
Balconies:
b0 P5F
10 PSF
Guardrails / Handrails:
200 PSF
10 P5F
Balusters:
50 PSF
10 P5F
Shingle Roof:
20 P5F
10 P5F
Built-up Flat Roof:
20 P5F
10 PSF
Tile Roof:
25 P5F
15 P5F
GENERAL NOTES:
1. All work shall conform with the latest adopted edition of the Florida Building Code,
Mechanical Code, Plumbing Code, The National Electrical Code and all applicable codes and
regulations, local, city, state, federal, safety board of fire underwriters and fire department.
2. Workmanship shall be equal to the best trade practices.
3. All Installations of manufacture's specifications shall be in exact compliance with
manufacture's printed instructions.
4. Contractor and / or owner shall verify all existing conditions and dimensions before any
phase of construction is to commence.
5. Contractor and / or owner shall coordinate all work between site, building electrical,
mechanical and plumbing before each phase of construction begins.
6. DO NOT SCALE PLANS.
HAZARDOUS LOCATIONS
2406.4 Hazardous Locations. The following shall be considered specific hazardous locations for the
purposes of glazing:
1. Glazing in swinging doors except jalousies ( see Section 2406.4.1 ).
2. Glazing in fixed sliding panels of sliding door assemblies and panels in sliding and bi-fold
closet door assemblies.
3. Glazing In storm doors.
4. Glazing In all unframed swinging doors.
5. Glazing In doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers.
Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of
the glazing is less than 60 inches, (1524mm ) above such standing surface.
6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest
vertical edge is within a 24-inch ( 610 mm ) arc of either vertical edge of the door in a closed
position and where the bottom edge of the glazing is less than 60 inches ( 1524mm ) above the
walking surface.
Exceptions:
1. Panels where there is Intervening wail or other permanent barter between the door and glazing.
2. Where access through the door is to a closet or storage area 3 feet ( 914 mm ) or less in depth.
Glazing in this application shall comply with Section 2406.4, Item 7.
3. Glazing in walls perpendicular to the plan of the door in a closed position, other than the well
towards which the door swings when opened, In one and two family dwellings or within dwelling units
in Group R-2.
7. Glazing In an Individual fixed or operable panel, other than those locations described in
preceding Items 5 and 6, which meets all of the following conditions:
T 1. Exposed area of an individual pane greater than 9 sq. ft. (0.84 m2 );
1.2. Exposed bottom edge less than 18 inches ( 451 mm) above the floor,
1.3. Exposed top edge greater than 36 Inches ( 914 mm) above the floor, and
1.4. One or more walking surface (s) within 36 inches ( 914 mm )
horizontally of the plane of the glazing.
Exceptions: Safely glazing of Items 7 is not required for the following installations:
1. A protective bar 1 1/2 inches ( 38 mm ) or more in height, capable of withstanding a horizontal
load of 50 pif ( 730 N/m ) without contacting the glass, is installed on the accessible sides of
the glazing 34 Inches
( 864 mm to 965 mm ) above the floor.
2. The outboard pane in insulating glass units or multiple glazing where the bottom exposed edge of
the glass is 25 feet (1620 mm ) or more above any grade, roof, walking surface or other horizontal
or sloped (within 45 degrees ( 0.78 red ) of horizontal ) surface adjacent to the glass exterior.
8. Glazing in guards and railings, Including structural baluster panels and nonstructural
in -fill panels, regardless of area or height above a walking surface.
9. Glazing in walls and fences enclosing Indoor and outdoor swimming pools, hot tubs and spas
where all of the following conditions are present:
9.1. The bottom edge of the glazing on the pool or spa side is less than
60 inches (1524 mm ) above the walking surface on the pool or spa side of the glazing; and
9.2. The glazing is within 60 Inches ( 1524 mm ) horizontally of the waters edge of a swimming
pool or spa.
10. Glazing adjacent to stairways, landings and ramps within 36 Inches ( 914
mm ) horizontally of a walking surface; when the exposed surface of the glass Is less than 60
inches ( 1524 mm ) above the plane of the adjacent walking surface.
11. Glazing adjacent to stairways within b0 inches ( 1524 mm ) horizontally of the bottom tread
of a stain,uay in any direction when the exposed surface of the glass Is less than 60 Inches ( 1524
mm ) above the nose of the tread.
Exceptions: Safety glazing for Item 10 or 11 is not required for the following installations
where:
1. The side of a stalmey, landing or ramp which has a guard or handrail, Including balusters or
InAll panels, complying with the provisions of Section
1013 and 1607.7; and
2. The plane of the glass is greater than 18 inches ( 457 mm ) from railings.
2406.4.1 Exceptions. The following products, materials and uses shall not be considered specific
hazardous locations:
1. Openings In doors through which a 3 inch ( 76 mm ) sphere is unable to pass.
2. Decorative glass in Section 2406.4. Item 1, 6 or T
3. Glazing materials used as curved glazed panels in revolving doors.
4. Commercial refrigerated cabinets glazed doors.
5. Glass block panels complying with Section 2101.2.5.
6. Louvered windows and jalousies complying with the requirements of
Section 2403.5.
1. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing
support.
2406.5 Fire department access panels. Fire department glass access panels shall be tempered glass.
For insulating glass units, all panes shall be tempered glass.
CONNECTION 50HEOULE
Manufacturer
Name
Model No.
FL Product Approval
Location / Use
SIMPSON
"HETA-20"
# 11473.3
AT ALL TRUSS / MASONTY YVAL-L CONNECTIONS
SIMPSON
"MT5-12"
# 10456.8
AT ALL RAFTER / FRAMEWALL CONNECTIONS
51MP50N
"L5TA-3b"
# 10852.b
EMBEDDED IN BLOCK CELL MORTA
TO STRAP DOWN P.T. WOOD BEAMS
ON TOP OF GONG. BLOCK COLUMNS
51MP50N
"H10"
# 10456.3
AT ALL WALL PLATEWRAFTER5
SIMPSON
"EGGbb"
# 10860.3
GAP LUMBER BEAM CORNERS ON P.T. POST
51MP50N
"ECCLR"
# 13904.3
GAP LUMBER BEAM CORNERS ON P.T. POST
SIMP50N
Wr Angle
# 10446.1
ANCHOR P.T. WOOD POSTS ON TOP PLYWOOD FLOOR
SIMPSON
"5P2"
# 10456.11
0 TOP PLATES
SIMPSON
615101"
# 10456.11
0 BOTTOM PLATE
SIMPSON
11ABA66"
# 10860.2
ANCHOR P.T. POSTS ON TOP OF NEW
CONCRETE FOOTER SLAB.
SIMPSON
"HH4"
# 10446.9
USE 16d Nails W/ "HH4" TO ATTACH
FLOOR BEAM TO P.T. WOOD P05T
51MPSON
"HGU548"
# 10655.4
USE 16d Nails W/ "HGU548" TO
ATTACH FLOOR BEAM TO FRAME
WALL BASE BOARD
SIMPSON
"HU528"
# 10655.24
HEAVY DUTY J015T HANGER -AT ALL
PERPENDICULAR CONTACTS TO SECURE
FLOOR JOISTS TO WALL. LEDGER BOARD
51MP50N
"MBHA3.56/9.25"
# 13904.5
AT BEAM/BLOCKWALL CONNECTION
Note:
1. Any products that are substituted, must meet or exceed products specified. Contractor
"must" provide data to building inspector at time of inspection.
Residential Termite Protection
R 318.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil
applied pesticides, baiting systems and pesticides applied to wood, or other approved methods of termite
protection labeled for use as a preventative treatment to new construction. See Section 202, Registered
termiticide. Upon completion of the application of the termite protective treatment, a Certificate of
Compliance shall be issued to the building department by the licensed pest control company that contains
the following statement: "The building has received a complete treatment for the prevention of
subterranean termites. Treatment is in accordance with rules and laws established by the Florida
Department of Agriculture and Consumer Services."
R 318.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment
inside the foundation perimeter shall be done after all excavation, backfilling and compaction is
complete.
R 316.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial
chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or
formed.
R 515.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out
or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created
by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil
disturbance after initial chemical soil treatment.
R 318.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be
protected with a minimum b mil vapor retarder to protect against rainfall dilution. If rainfall occurs
before vapor retarder placement, retreatment is required. Any work, including placement of reinforcing
steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as
to avoid penetrating or disturbing treated soil.
R 318.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar
accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil
treatment, to enhance vertical penetration of the chemicals.
R 318.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also
be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure sidewalls.
Also, a vertical chemical barrier shall be applied promptly after construction is completed, Including
initial landscaping and Irrigation/sprinkler installation. Any soil disturbed after the chemical vertical
barrier is applied shall be promptly retreated.
R 318.1.1 If a registered termiticide formulated and registered as a bait system is used for subterranean
termite prevention, Sections 1816.1.1through 1816.1.6 do not apply; however, a signed contract assuring
the installation, maintenance and monitoring of the baiting system for a minimum of 5 years from the
Issue of the Certificate of Occupancy shall be provided to the building official prior to the pouring of the
slab, and the system must be installed prior to final building approval. If the baiting system directions
for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation
of the monitoring phase components shall be deemed to constitute installation of the system.
R 318.1.8 If a registered termiticide formulated and registered as a wood treatment is used for
subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply. Application of the
wood treatment termiticide shall be as required by label directions for use, and must be completed prior
to final building approval. Changes in framing or additions to framing in areas of the structure requiring
treatment that occur after the initial wood treatment must be treated prior to final building approval.
R 316.2 Pentration. Protective sleeves around piping penetrating concrete slab on grade floors shall not
be of cellulose containg materials. If soil treatment is used for subterranean termite protection, the sleeve
shall have a maximum wall thickness of 0.010 inch (0.254 mm), and be sealed within the slab using a
noncorrosive clamping device to eliminate the annular space between the pipe and the sleeve.
No termiticides shall be applied inside the sleeve.
SOIL 15 TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1551- 91.
STRUCTURAL NOTES:
1. CODES:
1.1 Current edition of The Florida Building Code Residential 20201th Edition.
1.2 Building code requirements for reinforced concrete (AGI 318.06).
1.3 American Society of Civil Engineers minimum design loads for buildings and
other structures (A5CE 1.10).
2. SOILS:
2.1 Assumed allowable soil pressure 1,500 PSI.
3. CONCRETE:
3.1 Concrete compressive strength at 28 days: 3,000 PSI (Normal weight).
3.2 Reinforcing bars: A5TM A615 (Grade 60).
3.3 Welded wire fabric (WWF): A5TM A185.
3.4 Detail reinforcement in accordance with AGI 315.
3.5 Concrete coverage of reinforcement: Footings 3; bottom and sides.
3.6 Earth supported slabs: (Including exterior walk and driveway slabs) 3
W thick, reinforced with 6 x 6 -10 x 10 WWF at mid depth of slab.
Fiber -mesh may be used in lieu of WWF at contractor's option.
3.1 Concrete operators shall comply with AGI standards.
3.8 Lap splice shall be as follows: #5 bar 25"; #4 bar 20" and #3 bar 15".
4. MASONRY:
4.1 Design and construction shall conform to the specification of the
National Concrete Masonry Association and AGI 530.
4.2 Minimum masonry unit strength: fm 1,900 PSI.
4.3 Mortar shall be type "S" or "M'.
4.4 All block cells and cavities below grade shall be filled with concrete
when stem wail is greater than 24" tall above grade.
5. WOOD:
5.1 Wood structural framing members: #2 Southern Yellow Pine (unless noted
otherwise) with an allowable bending stress (fb) per ND5-91 = 1,250 P51
and a modulus of elasticity = 1,600,000 1*51.
5.2 All exposed wood or wood in contact with earth or concrete to be pressure
treated.
5.3 Roof sheathing: 1 /2" G-D grade plywood (or 15/32" 055) under 30#
felt under 240# fiberglass shingles.
5.4 Untreated wood shall not be in direct contract with concrete. Seat
plates shall be provided at bearing locations without wooden top plates.
WIND PRESSURES AS PER FBC 2020 FOR EXPOSURE B AT 140 MPH
WINDS(LRFD)
Zone
10
+ -
20
+ -
+
50
-
100
+ -
1
19.52
-30.4
17.76
-28.8
16
-28.8
16
-27.2
2
19.52
-52.8
17.76
-49.6
16
-43.2
16
-38.4
3
19.52
-78.4
17.76
-73.6
16
-67.2
16
-62.4
4
29.5
-31.9
28.2
-30.6
26.5
-28.9
25.1
-27.6
5
1 29.5
-39.3
28.2
-36.7
26.5
-33.2
25.1
-30.6
ZONE 1 = ROOF INTERIOR
ZONE 2 = ROOF EDGE STRIP
ZONE 3 = ROOF CORNER
ROOF SHEATHING FASTENING SCHEDULE
6'-0" STRIP
8d RING -SHANK NAILS AT 6" O.G.
AROUND
AT EDGES AND
PERIMETER
INTERMEDIATE SUPPORTS.
8d NAILS AT 6" O.G. AT EDGES AND
INTERIOR
INTERMEDIATE SUPPORTS.
GABLE ROOFS
10"<0s45'*
ZONE 4 = WALL INTERIOR
ZONE 5 = WALL CORNER
BUILDING DIMENSIONS
DIM
a
6 feet
b
21 feet, 9 Inches
c
4 slope
d
4 feet
e
4 feet
h
20 feet, 0 Inches
s
12:4 slope
�%
� A
1 On -i; 0 :s 450
HIP ROOFS
104,c 8 & 300
DE516N WIND CRITERIA
(FBC 2020 7th E0.)
BASK WIND SPEED M:
140 MPH
BUILDING CLASSIFICATION
11
WIND IMPORTANCE
1.0
FACTOR (1):
WIND EXPOSURE:
B
INTERNAL PRESSURE
COEFFICIENT (GGpl)
+/_ 0.18
DESIGN WIND PRESSURE FOR
EXTERIOR COMPONENT 8 CLADDING
MATERIALS:
TAB.6 - 35 ASCE 1-10
DOORS
41.15 PSF
WINDOWS
49.25 PSF
NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST
WIND INDUCED SHEAR AND UPLIFT FORGES, AS
SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING
CODE, 2020 RESIDENTIAL 7th EDITION, SECTION R
301.2.(1) WITH A 3 SECOND WIND GUST
100 0!5 30°
For S1:1 foot = 304.8 mmd 1 degree = 0.017.5 rad_
Note: a = 4 feel[ in all cases.
FIGURE R301r2M
COMPONENT AND CLADDING PRESSURE ZONES
i
A.
LICENSE
No 4743 ,.
.ow -�-
�i STATE OF e'
�i FLORIDA
This Item has been electronically signed and
sealed by Ram Goei using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
Dig" sows by Ram Goel
DN:
E-Soneyhmllceyahoo. com,
Ram GoelONmEam�,
OUmENGINEERING,
0--Sony FM LLC,
L=Tampa, S-FWWa, C-US
Date: 2022.0e.11
Ia12:21-" y
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F.B.G. RESIDENTIAL TTH EDITION
DR. RAM A. GOEL, P.E.(#41431)
50NEY FM LLC, GA # 9146
GORY LAKE PROFESSIONAL CENTER
10529 CROSS CREEK BLVD., SUITE P
TAMPA, FL 35641 Ph: 813-293-1868
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