HomeMy WebLinkAboutSupersedes Previous Site Plans12' 11-1/4 - — 12' 11-1/4
----- - - - -- -
8" x 8" CBS BLK. 3 - 2" x 12" W1112" PLY WD. FLITCHES
COLUMNS SETTING SETTING ON TO OF 8" x 8"
2" IN FROM EDGE BLK. COLUMNS, BEAMS TO BE FRAMED DN.
OF CONC. TYP. TO 16" DEEP & WIDEN TO 8"
WI STUCCO FINISH TYP. ALL ENTRYIPORCHES GOV ERED PORCH
10' 0" GL6. A.F.F.
2 - 5 0/5' 0 51NGLE LT.
1,N/ 24" 51DE LT5 IMPACT
1116
MASTER BEDROOM
10' 0" G1-6. A.F.F.
_ HDR_® 8' 003
m \ \ \ \ 122-1/2" x 30"1
= I\ \ \ \ ACCE56 J
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ill 10 - - --- --
8" x 8" CBS BLK.
COLUMNS SETTING
2" IN FROM EDGE
OF CONC. TYP.
2 - 3' 0/8' 0 SINGLE LT.
W/ 24" 51DE LT5 IMPACT
GREAT ROOM
10' 0" G1-6. A.F.F.
OFFICE
10' 0" GL6. A.F.F.
18' 6
2 - 26 5H E6RE55 IMPACT
LINTEL @ 8' 0 A.F.F.
3.2" x 12" WI112" PLY WD. FLITCHES
SETTING ON TO OF 8" x 8"
-BLK. COLUMNS, BEAMS TO BE FRAMED DN.
' ' I TO 16" DEEP & WIDEN TO 8"
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I WI STUCCO FINISH TYP. ALL ENTRYIPORCHES
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2 - 36 5H IMPACT
LINTEL @ 5' 0 A.F.F.
14'0
13' 3-1/4
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FDOH in 'St, LuCle County
Envirorillnertal Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
De-te:
254
POOL (�S)
EQUIP IRRIGATION q 4
f, PUMP &TIMER
ylPOT T 2 - 26 5H IMPACT
LINTEL @ 6 8 A.F.F.
— — 24' 0
DINING uic
10' 0" GL6. A.F.F. N 4' 4-1 2 5'' `r
1/2-34 5 REF. u.
3' 0/5. 0 I TEMP/IMPACT 1q 8
:SINGLE LT. LINTEL @ 60 A.F.F.
�— IMPACT GAS INSTA
TANKLESS HAN
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T, q
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KITCHEN 21618, o OAC AC
2 - 26 5H EGRESS IMPACT
10' 0" GL6. A.F.F. LINTEL @ 60 A.F.F.
DBL. I —
OVENS
O 5'q 14'0
o PANTRY � NO CURB i /
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1 03 10' 0" GL6. A.F.F.
THRU ROOF ,
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4' 2 4' b \ \ \ \ \ \ ACCESS 2'0 MIN.
a 'O \ \ \ \ L [ABLE___
m
' NO CURB \ \ \ \
\
42" REF p / \ p \ BUILT-IN BELCH
--------� --- 1 WIHANGINGABOVE
FOYER
10' 0" 01-6. A.F.F
2 - 50/60 Y11 14"
51DE LT5 IMPACT
COVERED ENTRY
10' 0" 01-6, A.F.F.
12' C
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NOTE:
FINISHED FLOOR OF
GARAGE 15 20" BELOW
FIN15HED FLOOR OF HOUSE
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LINTEL @ 60 A.F.F. 8H LINTEL @ 60 A.F.F. LINTEL @ 5' 0 A.F.F.
8" x 8" CBS BLK.
COLUMNS SETTING
2" IN FROM EDGE
OF CONC. TYP.
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3 =
- 2" x 12" W'1112" PLY WD. FL, 'CHES
SETTING ON TO 01:8" x 8" - 12' 4 14'0 ----
BLK. COLUMNS. BEAMS TO BE FRAMED DN,
TO 16" DEEP & WIDEN TO 8"
WI STUCCO FINISH TYP. ALL ENTRY1PORIaHES !
- -------- -- --- ------------------------
—----------- —- --- -- — --- -- --- --�
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FLOOD PLAN
5GALE 1/4" = 1' O"
\ 7NDE ATE D N \ \
j' ER Q FB , M14
ITT R GbICE
, E� 11 B -M 303M, /
INDICATES AHU LOCATIONS IN ATTIC
WALL LEIGEND
INDICATES BEARING iNALLS
10' 0" 15 TYPICAL BEAR.IN6 HEIGHT
WALL DIMENSIONS:
2 x 4 WALLS ARE DRAWN @ 3-1/2"
2 x 6 WALLS ARE DRAWN @ 5-1/2"
BLOCK WALLS ARE DRAWN @ 8"
2 - 26 5H IMPACT
LINTEL @ 66 A.F.F.
-- 18' 6
2s;1
SQUARE FOOTAGE
A/C
NON A/C TOTAL
MAIN HOUSE • 1ST FL( OR
4070
4070
COVERED PORCH/EN ii0'
2500
2500
GARAGE -_ �- _
947
947
TOTAL -PROPOSED
1 4070
3447
7517
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This item has been digitally signed and sealed by
S. James Studebaker on the date adjacent to the
seal:
Printed copies of this document are not considered
signed and sealed and the signature must be verified
on any electronic copies.
S. James Studebaker PE47695 CA33421
(321) 43-1-2359
1037 Sandy Lane
Palm Bay, FL 32905
The above named Professional Engineer shall
be responsible for the following sheets in
accordance with rule 61G15-23.004, F.A. C.
Engineer certifies structural design only.
Sheet A-1 Floor Plan
Sheet S-1 Structural Floor Plan
Sheet S-2 Section Details
Sheet S-3 Details And Notes
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ENGINEERING SEAL:
HIS STRUCTURE HAS BEEN DESIGNED
0 MEET THE LOADING REQUIREMENTS
OF THE 7th EDITION OF THE FLORIDA
BUILDING CODE (2020),
RESIDENTIAL
AND ASCE 7-16 FOR STRUCTURAL
ELEMENTS ONLY.
S. JAMES STUDEBAKER, P.E.
1037 SANDY LANE
PALM BAY FL 32905
PROFESSIONAL ENGINEER # 47695
DRAVVN
3/27/2021
SCALE
1 /4" =1'
JOB NO,
21-036
REVISIONS BY
24-6A. MIN. METAL ROOF OVER
UNDER LAYMENT PER. FBGR R105.1.1.1
ON 11/32" COX PLYWD. SECURED
PER FASTENER 5GHEDULE
W/ 6ALV. PLY CLIPS
EMBED. STRAP VERIFY W/
TRUSS PLAN
PRE-ENG. WD. TRU55
24" O.G. MAX.
MTL. DRIP EDGE
1" x 2" DRIP ON TOP OF
3/4" X 5-1/2" HARDIE
FASCIA OR EQUIV.
2 X 4 5PF 5UB-BAND i
5EGURED W/ (2) 12d NAILS
HARDIE VENTED SOFFIT
5EE50FFIT DETAIL
(2) COURSES BEAM BLK,
W/ (1) #5 BARS IN EACH
COURSE
WINDOW FLASHIN AND
WATER -RESISTIVE BARRIER
COMPLIANCE W/
AAMA'714-12 OR -714-15
1/2" THICK, 3 GOAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NR
m"
TYP. SPRAY FOAM SECTION
SCALE: N.T.S.
TYP
O.H.
6" MIN
TO GRADE
12 24-6A. MIN. METAL ROOF OVER
UNDER LAYMENT PER. FBGR RgC5.1.1.1
6 --�,ON 1 Q/32" COX PLYWD. SEGURED
2 PER FASTENER 5GHEDULE
SPRAY FOAM W/ GALV. PLY CLIPS
INSULATION LIVING
PRE-ENG. WD. TRU55
AREA ONLY / /24" O.G. MAX.
5/5" GYPSUM BOARD
OR 1/2" HIGH STRENGTH SPRAY FOAM "MT5-16" 5TRAP
GLG. BOARD INSULATION X--"—EA. TRU55
/—MTL. DRIP EDGE
1X4 FIRE -STOP 1 x 2 DRIP ON TOP OF
TYPICAL 5" GMU BEAM BLK. _ -- 3/4" X 5-1/2" HARDIE
PRECAST LINTEL FASCIA OR EaUIV.
W/ (1) #5 REBAR COMP057----__2 X 4 5PF 5UB-BAND
1 x 6 T$G GLG. SEGURED W/ (2) 12d NAILS
3/4 R-MAX INSULATION OR BETTER
(3) 2 x 12 5YP HARDIE SOFFIT
WINDOW ATTACHMENT W/1/2" FLITGHE5--/ 5EE SOFFIT ATTACHMENT
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SPECIFICATIONS 5TUGG0'ED
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J.
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1/2" STUCCO FINISH
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SCALE: N.T S.
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ENGINEERING SEAL:
HIS STRUCTURE HAS BEEN DESIGNED
0 MEET THE LOADING REQUIREMENTS
OF THE 7th EDITION OF THE FLORIDA
BUILDING CODE (2020), RESIDENTIAL
AND ASCE 7-16 FOR STRUCTURAL
ELEMENTS ONLY.
S. )AMES STUDEBAKER, P.E.
1037 SANDY LANE
PALM BAY FL 32905
PROFESSIONAL ENGINEER # 47695
DRAWN
3/27/2021
CHECKED
DATE
SCALE
JOB N0.
21-036
REVISIONS BY
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S STRUCTURE HAS BEEN DESIGNED
MEET THE LOADING REQUIREMENTS
THE 7th EDITION OF THE FLORIDA
LDING CODE (2020), RESIDENTIAL
) ASCE 7-16 FOR STRUCTURAL
:MENTS ONLY.
[Ppl,
JAMES STUDEBAKER, P.E.
ALM BAY FL 32905
ROFESSIONAL ENGINEER # 47695
DRAWN
3/27/2021
CHECKED
DATE
SCALE
1 /411 = 1'
JOB N0.
21-036
Ae
i
REVISIONS BY
1/2" G.W.B. OVER 3/4" TUFF-R OVER
3/4" P.T. FURRING @ 16" O.C.
II
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3-1/4" BASE
FINISH FLOOR
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OVER 6 mil. VISQUEEN VAPOR BARRIER W/(1) #5 HORIZ. STL
TAPED OVER COMPACTED FILL I,
TREATED FOR TERMITES
CLEAN COMPACTED FILL
TERMITE TREATED
(1) #5 C)OWEL @ EACH FILLED
CELL w/25" LAP TO VERTICAL #5
REBAR TO BOND BEAM
NOTE:
HEIGHT OF STEM WALL VARIES
- SEE FOUNDATION PLAN
8" BLOCK STEM WALL
(POUR SOLID PRIOR TO BACK -FILL)
APPROX. GRADE (SLOPE 6" IN 10')
#5 VERT STL. @ 40" O.C.
W/ 8" HOOK INTO SLAB
12"
0
Imo— 24" — �I
STEM WALL FOUNDATION w/
(3) #5 DIA. RODS CONTINUOUS
ON CHAIRS
A TYPICAL PERIMETER FOOTING
SCALE: 1/2" = T-0"
YFINISH PER ELEVATION
8"C.M.U.
FINISH FLOOR
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1' 6" r
CLEAN COMPACTED FILL 1' 8" —
ADE 6 MIN.
#5 BAR CONT.
(1) #5 DOWEL @ EACH FILLED
CELL w/25" LAP TO VERTICAL #5
REBAR TO BOND BEAM
MONOLITHIC FOUNDATION
W/ (2) #5 DIAMETER RODS
CONTINUOUS ON CHAIRS
E EXTERIOR MASONRY WALL (D, GARAGE
SCALE: 1/2" = T-0"
LE I
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---- I � 8" C.M.U.
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FINISH GRADE 6 MIN.
11 6 �.
(1) #5 DOWEL @ EACH FILLED
-- T� CELL w/ 25" LAP TO VERTICAL #5
REBAR TO BOND BEAM
CLEAN COMPACTED FILL
1' 8" MONOLITHIC FOUNDATION
w/ (2) #5 DIAMETER RODS
CONTINUOUS ON CHAIRS
EXTERIOR MASONRY WALL
SCALE: 1/2" =1'-0" ONE STORY
1/2" G.W.B. OVER 3/4" TUFF-R OVER
3/4" P.T. FURRING @ 16" O.C.
1 X4 PT
3-1/4" BASE
FINISH FLOOR
4"
4" FIBERMESH CONC. SLAB
OVER 6 mil. VISQUEEN VAPOR BARRIER
TAPED OVER COMPACTED FILL
TREATED FOR TERMITES
8" HEADER BLOCK
W/(1) #5 HORIZ. STL.
CLEAN COMPACTED FILL
TERMITE TREATED
#5 VERT. STL. @ 4' O.C.
WI 8" HOOK INTO SLAB
I__ 24"
NOTE:
HEIGHT OF STEM WALL VARIES
- SEE FOUNDATION PLAN
8" BLOCK STEM WALL
20" + or (POUR SOLID PRIOR TO IBACK-FILL)
4" CONCRETE SLAB
W/6X6 #10 W W M.
THK. EDGE W/(1) #5
12"
STEM WALL FOOTER w/
(3) #5 DIA. RODS CONTINUOUS
ON CHAIRS
B STEM WALL FOOTING (D_ GARAGE
SCALE: 1/2" = 1'-0"
2X8 P.T. GARAGE —
DOOR BUCK
3/4" RECESS IN SLAB
4" CONCRETE SLAB
1' 6"
i
CLEAN COMPACTED FILL -/"'IL 1' 8"
----J
�_ 8" C.M.U. BEYOND
4" LARGER THAN
BLOCK WALL
EXPANSION JOINT
-� SLOPE TO RNV
MONOLITHIC FOUNDATION BEYOND
W/(2) #5 DIAMETER RODS CONTINUOUS
ON CHAIRS
F GARAGE DOOR RECESSED SILL
SCALE: 1/2" = 1'-0"
TOP VIETY
#5 VERTICAL
STEEL PER PLAN
w/MIN. 25" O.C.
4" FIBERMESH CONC. SLAB
OVER 6 mil. VISQUEEN VAPOR BARRIER
TAPED OVER COMPACTED FILL
TREATED FOR TERMITES
6" MAXIMUM
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1' 8" —� MONOLITHIC FOUNDATION
w/ (2) #5 DIAMETER RODS
CONTINUOUS ON CHAIRS
C EXTERIOR MASONRY WALL (@ PORCH
SCALE: 1/2" = 1'-0"
CONCRETE SLAB FLOOR DRAIN
SLOPE TO
i ; 4 DRAIN
8" X 8" THICKENED EDGE <
w/(1) #5�
VAPOR BARRIER
k1'8"-
G SHOWER RECESS
SCALE: N.T.S.
' — POUR 1ST 2 CELLS %-� %
j
/ SOLID W #5 DOWNRODS /
INSTALL (2) 6'Z.'BARS IN STEMWALL FOOTER
TO TIE IN MONO FOOTER STEEL
@ TRANSITION JOINT
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1 #5 CONT. @ PERIMETER
MASONS TO INSTALL BLOCK ON MONO FOOTERS
2 #5 BARS IN MONO FOOTER
OF STEMWALL
SO THAT RUNNING BOND IS MAINTAINED
DOWNRODS AS
ABOVE THE TRANSITION JOINT
PER PLAN
POUR 1ST 2 C LS
SOLID WI #5 DO RODS_
_ MASONS TO INSTALLBLOCK ON MONO F OTERS
@ TRANSITION JOI
— SO THAT RUNNING BOND IS W INTAINED
FHA BLOCK
ABOVE 1 HE TRANSITION JOIN
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d• INSTALL (2) 6" T BARS IN STEMWALL FOOTER d
TO TIE IN MONOFOOTERSTEEL Q
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d da.
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STEMWALL FOOTERS AND STEMWALLS WILL BE INSTALLED
MONOLYTHIC FOOTER
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ELEMENTS ONLY.
S. JAMES STUDEBAKER, P.E.
1037 SANDY LANE
FR
LMBAY FL 32905
OFESSIONAL ENGINEER # 47695
DRAVMI ---
3/27/2021
CHECKED
DATE
SCALE
1 /4" =1'
JOB NO,
21-036
REVISIONS BY
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LEFT ELEVATION AND ASCE 7 FOR STRUCTURAL
ELEMENTS ONLY.
Y.
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S. JAMES STUDEBAKER, P.E.
1037 SANDY LANE
PALM BAY FL 32905
PROFESSIONAL ENGINEER # 47695
DRAWN
3/27/2021
CHECKED
DATE
SCALE
3116" =1'
JOB N0.
21-036
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AND ASCE 7-16 FOR STRUCTURAL
ELEMENTS ONLY.
S. JAMES STUDEBAKER, P.E.
1037 SANDY LANE
PALM BAY FL 32905
PROFESSIONAL ENGINEER # 47695
DRAWN 1
3/27/2021
CHECKED
DATE
SCALE
3/16" =1'
JOB NO.
21-036
REVISIONS 7BY
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ELEMENTS ONLY.
S. JAMES STUDEBAKER, P.E.
1037 SANDY LANE
PALM BAY FL 32905
PROFESSIONAL ENGINEER # 47695
DRAWN
3/27/2021
CHECKED
DATE
SCALE
1/4" =1'
JOB NO.
21-036
ROOF PLAN
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ENGINEERING SEAL:
HIS STRUCTURE HAS BEEN DESIGNED
O MEET THE LOADING REQUIREMENTS
OF THE 7th EDITION OF THE FLORIDA
BUILDING CODE (2020), RESIDENTIAL
AND ASCE 7-16 FOR STRUCTURAL
ELEMENTS ONLY.
S. JAMES STUDEBAKER, P.E.
1037 SANDY LANE
PALM BAY FL 32905
PROFESSIONAL ENGINEER * 47695
DRAWN
3/27/2021
CHECKED
DATE
SCALE
1/41'=1'
JOB NO.
21-036
[� FLOOR RECEPTACLE TAMPER -RESISTANT
2 BULB INDIVIDUAL FLUORESCENT
FIXTURE
ED
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LOCATE PER SITE