HomeMy WebLinkAboutPLANSA CUSTOM MODEL FOR:
GROZA BUILDERS, INC.
CRESTVIEW JSBA
JONATHAN SANTANA & BRITTANY AUTRY
S. BROCKSMITH RD
FT. PIERCE, FL 34945
DRAWING INDEX
C1 COVER PAGE
A1 FOUNDATION PAGE
A2 FLOOR PLAN
A3 ELECTRICAL PLAN
A4 EXTERIOR ELEVATIONS
A5 HVAC PLAN
A6 ROOF PLAN
S1 ENGINEER DETAIL PAGE
S2 ENGINEER DETAIL PAGE
8
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P1 05/22/20
P2 06/09/20
P3 07/03/20
P4 07/07/20
7'' HARDI LAP SIDING NAILED TO CBS
1X4 HARDI
1X6 HARDI
1X4 HARDI
1X6 HARDI
1X4 HARDI
1X4 HARDI
7'' HARDI LAP SIDING
VINYL RAILING
FLOATED STUCCO
BANDS
8'' OUTRIGGERS
LINTEL + 2 COURSE BLK
ABOVE TOP BRG @ 11'-0''
TEXTURED STUCCOTO BE INSTALLED
PER MANUFACTURE SPEC.
TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAIL
+30/
-33.5
+37.0/
-40.5
+38.4/
-41.8 +38.4/
-49.8
SCALE:1
8'' = 1'-0''
BIRDSEYE
FT. PIERCE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT
OWNERS NAME
CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD
PORT ST LUCIE FL 34953
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
FL= OR MIAMI-DADE PRODUCT MODEL NUMBER MANUFACTURER GLASS DESCRIPTION METHOD OF ATTACHMENT BUILDING DESIGN
PRESSURE
PRODUCT DESIGN
PRESSURE
FL= OR MIAMI-DADE MODEL NUMBER MANUFACTURER METHOD OF ATTACHMENT BUILDING DESIGN
PRESSURE
PRODUCT DESIGN
PRESSURE
NOTE:
ALL MANUFACTURED HOLES MUST BE FILLED WITH APPROPRIATE FASTENERS
I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR
USE IN TEH STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES
SPECIFIED BY CURRENT CODE PROVISIONS.
NAME SIGNATURE
DATE:
DESIGN FIRM CERT. NO
FL 16177.1 IMPACT
FL 11103.1 IMPACT SLIDING GLASS DOOR
SH8100 PVC SINGLE HUNG
IMPACT
8900 PVC SGD
CWS WINDOWS
CWS WINDOWS
IMPACT
LOW-E 366 INSULATED
IMPACT
LOW-E 366 INSULATED
5
16" X 1-5/8" LAG SCREWS
SEE ELEVATION PAGE
SEE ELEVATION PAGE
SEE ELEVATION PAGE
+/- 60 PSF
+/- 50 PSF
MULLIONS
METAL ROOF
SIDING
SOFFIT
HURRICANE PANELS
LESS THAN 5'-7'' SPAN
HURRICANE PANELS
5'-7'' SPAN OR MORE
HARDI
FL-9520.1
CMU COMPLYING WITH ASTM C90 W/0 .14'' SHANK BY 0.300 #HD BY 1-1
4'' LONG ET&F BRAND STUD NAILS.
DIRECT MOUNT TO BLOCK 12" O.C.
+/- 70 PSF
16-0329.13 IKO 6 ROOFING NAILS PER TAB, CLASS F OR H
1
4" Tapcons, 1-1/4" Min. Embed in
Head & Jamb, in all mfg. holes
1
4" Tapcons, 1-1/4" Min. Embed in
Head & Jamb, in all mfg. holes
1
4" T.C. at 14" O.C. 1-1/4" EMBED AT
6" FROM CORNERS
2X4 BRACE AT CENTER OF PANEL +23.6/-28.8 +70/-61.3
SHINGLE ROOF
GARAGE DOOR 16'W
FL23352 Ply Gem Siding Group
SEE ELEVATION PAGE
WINDOWS
SINGLE HUNG
+30/-30
THERMA TRU
ROOF VENT FL-21580.3 FLORIDA METAL PRODUCTS,
INC.
Apply roofing cement to the underside, back and side flanges of the roof vent. Cement should be 1
4" thick and
extend 2" onto roof underlayment
20468.4 FIBERGLASS FRONT DOOR
3/16" ITW TAPCON 1" MIN EMBEDMENT MIN. EDGE DIST. 3"
8248.9 8100 WAYNE DALTON
CONCRETE CONNECTION: 3/8" SIMPSON TITEN HD, 2-3/4" MIN.
EMBED. MIN 6" BETWEEN JAMB BRACKET LOCATION
WOOD CONNECTION: 5/16" LAG SCREW WITH 1-9/32 EMBED IN
CENTER OF STUD(±1/4") FOR EA. JAMB BRACKET LOCATION
+30/-33.5
JOB NO.
SHEET
Port Orange, Fl
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
(386) 256-8978
DESCRIPTION
1
2
3
4
5
6
7
8
Port Charlotte, Fl
(941) 275-9931
DATE
CHECKED BY:
DESIGN BY:
REV
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
SCALE:
OF
TMB
LBB
1/4" = 1'-0"
CRESTVIEW KW JSBA Pe
7/15/20
C1
COVER
1
TYPICAL CONCRETE SLAB
FILL TO BE TREATED FOR TERMITES BEFORE
CONCRETE SLAB
FINISH FLOOR
6 MIL POLY VAPOR BARRIER
COMPACTED FILL
POURING BUT AFTER PLUMBING ROUGH IN.
FIBER-MESH MATERIAL
OR WIRE-MESH MATERIAL
BELL FOOTER
F3
SCALE = N.T.S
TERMITE NOTES:
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND
NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE
PROVIDED.
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY
FROM BUILDING SIDE WALLS,
3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS
COMPLETE.
4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST
RAINFALL DILUTION.
5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.
6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER
CONSTRUCTION.
7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
BY A LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION.
MONO EDGE FOOTER W/
RECESS SHOWER
4" SHOWER
RECESS
GAS RISER DIAGRAM
N.T.S.
NOTE: CONTRACTOR TO VERIFY
GAS RISER DIAGRAM AND ALL
SPECIFICATIONS SHOWN
NATURAL GAS SERVICE
320,000 BTU SERVICE
1'' GALV
1'' FLEX
1
2" FLEX
RANGE
18,000 BTU
1'' FLEX
3
4" GALV
WATER HEATER
200,000 BTU
3
4" FLEX
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P1 05/22/20
P2 06/09/20
P3 07/03/20
P4 07/07/20
19'-4"11'-8"
9'-5"20'-101
2"
55
'
-
4
"
36"X36"X16"
W/ (5) #5 BARS
EA. WAY
30"X30"X16"
W/ (4) #5 BARS EA. WAY
30"X30"X16"
W/ (4) #5 BARS EA. WAY
30"X30"X16"
W/ (4) #5 BARS EA. WAY
JOB NO.
SHEET
Port Orange, Fl
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
(386) 256-8978
DESCRIPTION
1
2
3
4
5
6
7
8
Port Charlotte, Fl
(941) 275-9931
DATE
CHECKED BY:
DESIGN BY:
REV
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
SCALE:
OF
TMB
LBB
1/4" = 1'-0"
CRESTVIEW KW JSBA Pe
7/15/20
A1
FOUNDTION
2
LIVING
GARAGE
LANAI
ENTRY
TOTAL
LIVING C.F. +/- 17,815
2045
410
233
142
2830
SQUARE FOOTAGE
SIMPSON HTS20
CONNECTED TO
EACH TRUSS
ALONG FRAMED
BEARING WALLS
U.N.O
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P1 05/22/20
P2 06/09/20
P3 07/03/20
P4 07/07/20
5'-31
2"3'-5"8"
9'-4"11'-8"
4'-4"8'-0"
3'
-
2
"
17
'
-
6
"
3'-4"3'-0"
55
'
-
4
"
3'
-
0
"
JOB NO.
SHEET
Port Orange, Fl
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
(386) 256-8978
DESCRIPTION
1
2
3
4
5
6
7
8
Port Charlotte, Fl
(941) 275-9931
DATE
CHECKED BY:
DESIGN BY:
REV
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
SCALE:
OF
TMB
LBB
1/4" = 1'-0"
CRESTVIEW KW JSBA Pe
7/15/20
A2
FLOOR PLAN
3
SIZE SERVICE 200 AMPS
CONDUCTOR SIZE 2/0 CU
METER CAN ONLY
CONST. TYPE RESIDENTIAL
#4 Bare copper
to steel of footer
with one ground
rod 6’ away
200 AMP UNDERGROUND
ELECTRIC SERVICE
1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS
2. 200 AMP SERVICE
3. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
4. SMOKE DETECTORS ARE REQUIRED
5. CARBON MONOKIDE DETECTORS AS REQUIRED
6. FIELD VERIFY RECEPTACLE LOCATIONS
7. ALL RECEPTACLES NOT REQ'D. TO BE GFI SHALL BE ARC FAULT
PROTECTED PER NEC 210.12
8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC
406.11 ARC-FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED
IN A READILY ACCESSIBLE LOCATION
9. RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDA
ENERGY CODE 606.1.ABC. 1.2.4, PRODUCT APPROVAL (TOTALY
ENCLOSED)
10. DISHWASHER OUTLET TO BE UNDER SINK FOR ACCESS
11. EXHAUST IN BATHROOMS EXHAUSTED DIRECTLY TO OUTDOORS
12. WIRE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET
13. KITCHEN OUTLETS TO BE GFI
14. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS
15. ALL LIGHTING FIXTURES, RECEPTACLES AND LIGHT SWITCHES
MUST COMPLY WITH ART. 410 OF NEC
16. W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR
17. WIRE FOR GARAGE DOOR OPENER
18. ALL SWITCHES WITH DECORA ROCKER
19. WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVE
MUST BE HOME RUN
20. IF NEC, PREWIRE FOR MIN SEWER ALARM BOX OR DOZER SEPTIC
SYSTEM (FIELD VERIFY)
21. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY
BATHROOM DOOR
22. ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS
23. ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELL
CHIMES
24. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS,
INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE
CHANGES WITHOUT DOCUMENTS
8
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P1 05/22/20
P2 06/09/20
P3 07/03/20
P4 07/07/20
VP
JOB NO.
SHEET
Port Orange, Fl
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
(386) 256-8978
DESCRIPTION
1
2
3
4
5
6
7
8
Port Charlotte, Fl
(941) 275-9931
DATE
CHECKED BY:
DESIGN BY:
REV
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
SCALE:
OF
TMB
LBB
1/4" = 1'-0"
CRESTVIEW KW JSBA Pe
7/15/20
A3
ELECTRICAL
4
FRONT ELEVATION
SCALE:1
4'' = 1'-0''
REAR ELEVATION
SCALE:1
4'' = 1'-0''
RIGHT ELEVATION
SCALE:1
4'' = 1'-0''
LEFT ELEVATION
SCALE:1
4'' = 1'-0''
7'' HARDI LAP SIDING NAILED TO CBS
1X4 HARDI
1X6 HARDI
1X4 HARDI
1X6 HARDI
1X4 HARDI
1X4 HARDI
7'' HARDI LAP SIDING
VINYL RAILING
VINYL RAILING
FLOATED STUCCO
BANDS
8'' OUTRIGGERS
LINTEL + 2 COURSE BLK
ABOVE TOP BRG @ 11'-0''
TEXTURED STUCCOTO BE INSTALLED
PER MANUFACTURE SPEC.
TO BE INSTALLED
PER MANUFACTURE SPEC.
TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAIL
TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAIL
TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAIL
TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAIL
+30/
-33.5
+37.0/
-40.5
+38.4/
-41.8 +38.4/
-49.8
+39.2/
-42.6
+39.2/
-51.7
+35.7/
-39.2
+39.2/
-42.6
+39.2/
-42.6
+39.2/
-42.6
+38.9/
-42.3
FLORIDA BUILDING CODE RESIDENTIAL 2017 6TH EDITION
BASIC WIND SPEED: 170 MPH
RISK CATEGORY: II
NOMINAL WIND SPEED (vasd): 132 MPH
FLOOD ZONE: ZONE X
INTERNAL PRESSURE COEFFICEINT: +/-0.18
EXPOSURE CATEGORY: C
STRUCTURAL FORCES:
FLOOR LIVE LOAD: 40 PSF
ROOF LIVE LOAD: 30 PSF
FLOOR DEAD LOAD: 30 PSF
ROOF DEAD LOAD 25 PSF
ROOF SLOPE: 5/12
COMPONENTS AND CLADDING DESIGN PRESSURES
ZONE 1: +23.4/-37.2
ZONE 2: +23.4/-64.7
ZONE 3: +23.4/-95.7
ZONE 4: +40.5/-43.9
ZONE 5: +40.5/-54.2
WINDOWS AND DOOR WIND PRESSURE DESIGN LOADING
WINDOWS: +39.2/-51.7
DOORS: +37.0/-40.5
GARAGE DOOR: +30.0/-33.5
MEAN ROOF HEIGHT: 16 FEET
8
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3
P1 05/22/20
P2 06/09/20
P3 07/03/20
P4 07/07/20
JOB NO.
SHEET
Port Orange, Fl
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
(386) 256-8978
DESCRIPTION
1
2
3
4
5
6
7
8
Port Charlotte, Fl
(941) 275-9931
DATE
CHECKED BY:
DESIGN BY:
REV
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
SCALE:
OF
TMB
LBB
1/4" = 1'-0"
CRESTVIEW KW JSBA Pe
7/15/20
A4
ELEVATION
5
8
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P1 05/22/20
P2 06/09/20
P3 07/03/20
P4 07/07/20
PROPOSED ROOF PLAN
ROOF PITCH, OVERHANG, FASCIA
NOTE: GC TO VERIFY ROOF PITCH, OVERHANG AND
ROOF FINISH
5/12 12"PLUMB CUT
SHINGLE ROOF
ROOF SHEETING
ATTACHMENT DETAIL
1. MINIMUM NAIL SIZE = 8d RING SHANK (MIN. 2'' LONG)
2. MINIMUM SCREW SIZE = #8 X 2''
3. MINIMUM SHEATHING THICKNESS 5/8'' CDX PLYWOOD
4. USE NAILS OR SCREWS BASED ON PRESSURE FOR ROOF
STATED IN PERMIT INFO BOX ON THESE PLANS FOR ZONE 3
Hatch Legend
11'-0" A.F.F
8'-0" A.F.F
E03
E02
H
J
2
HJ
2
EJ
2
EJ
2
CJ
1
EJ
2
CJ
1
CJ1
E02
G0
2
C0
8
C0
7
C0
6
C0
5
C0
4
C0
3
C0
2
C0
1
A0
2
A0
3
A0
3
A0
4
A0
5
A0
6
A0
7
A0
8
H
J
7
CJ1
CJ3
CJ5
CJ
1
CJ
3
CJ
5
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
A1
2
A1
1
A1
0
A0
9
HJ
7
CJ1
CJ3
CJ5
CJ
1
CJ
3
CJ
5
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ71
EJ71
EJ71
EJ71
EJ71
EJ71
EJ71
EJ71
EJ71
EJ7
D10
H
J
2
HJ
2
EJ
2
EJ
2
EJ
2
EJ
2
CJ
1
CJ1
EJ
2
EJ
2
EJ
2
EJ
2
CJ
1
CJ1
D09
D08
D07
D06
D05
D04
D03
D02
D01
H
J
2
1
CJ
2
CJ2
CJ
2
CJ2
H
J
2
1
CJ2
CJ
2
CJ2
CJ
2
K
A0
3
L
H
J
6
CJ1
CJ3
CJ5
CJ
1
CJ
3
CJ
5
EJ6
EJ6
V03
V04
V05
V06
V07
V08
1'
12
TRUSS END DETAIL
5
HEEL HEIGHT
PLUMB CUT OVERHANG
4-1/16"
8'-0" BRG WALL
8'-0" BRG WALL
AHU ATTICSTORAGE
DRYERVENT
11'-0" CLNG
2.5/12 VAULT >>>
8'-0" CLNG
8'-0" CLNG
8'-0" CLNG
8'-0" CLNG
8'-0" CLNG
2 PLY
3 PLY
FRAMECUPOLA
10-0" CLNG
8'-0" TO 8'-8"COFFER (+8" CLNG)
10'-0" TO 11'-0"COFFER (+12" CLNG)
51
'
0
"
58
'
4
"
3'
0
"
55
'
4
"
58
'
4
"
10' 0" 20' 0"
51' 0"
13' 3"14' 8"23' 1"
51' 0"
4'
4
"
8'
4
"
20
'
2
"
12
'
5
1
/
2
"
1'
6
1
/
2
"
2'
0
"
2'
0
"
12' 2"20' 9 1/2"
7' 0" 12' 0" 1' 6"
1'
0
"
2' 0"
1'
1
0
1
/
2
"
2' 0" 6"
16' 0" 7' 0"
9'
7
3
/
1
6
"
7'
4
"
34
'
6
"
17
'
5
"
4' 0"
4'
0
"
7'
4
"
8'
4
"
42
'
8
"
21
'
3
1
/
2
"
6' 9 1/2"
1' 10 1/2"2'
7
"
11' 8"9' 4"
1-HETA20
1-HETA20
1-HETA20
1-HETA20
1-HETA20
1-HETA20
1-HETA20
1-HTS20
1-HTS20
Ma
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p
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3
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2
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6
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5
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1
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9
9
(
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2
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6
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1
1
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2-HETA20
1-MGT
1-HTT5
1-MGT
Ma
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1
1
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4
4
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1
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=
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1
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)
,
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=
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1
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8
9
(
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8
2-HTS20
Max Uplift 3=-11(LC 1),
2=-162(LC 12
Max Uplift 3=-11(LC 1),
2=-162(LC 12
Max Uplift 3=-11(LC 1),
2=-162(LC 12
Max Uplift 3=-11(LC 1),
2=-162(LC 12
Max Uplift 3=-11(LC 1),
2=-162(LC 12
Max Uplift 3=-11(LC 1),
2=-162(LC 12
Max Uplift 3=-55(LC 12), 2=-180(LC
12
Max Uplift 3=-55(LC 12),
2=-180(LC 12
Max Uplift 3=-55(LC 12),
2=-180(LC 12
Max Uplift 3=-131(LC 12),
2=-198(LC 12
Max Uplift 3=-131(LC 12),
2=-198(LC 12
Max Uplift 3=-131(LC 12),
2=-198(LC 12
Max Uplift 8=-219(LC 12), 2=-261(LC 12
Max Uplift 9=-205(LC 12), 2=-276(LC 12
Max Uplift 8=-142(LC 12), 2=-281(LC 12
Max Uplift 7=-128(LC 12), 2=-295(LC 12
Max Uplift 11=-363(LC 12), 2=-454(LC 12
Max Uplift 2=-460(LC 12), 8=-354(LC 12
Max Uplift 10=-340(LC 12), 2=-463(LC 12
Max Uplift 2=-470(LC 12), 8=-348(LC 12
Max Uplift 8=-353(LC 12), 2=-474(LC 12
Max Uplift 2=-564(LC 8), 15=-564(LC 8
Max Uplift 2=-295(LC 12),
4=-295(LC 12
Max Uplift 2=-295(LC 12),
4=-295(LC 12
Max Uplift 2=-334(LC 8),
6=-335(LC 8
Max Uplift 3=-34(LC 9), 2=-147(LC
12
Max Uplift 3=-34(LC 9), 2=-147(LC 12
Max Uplift 3=-174(LC
12), 2=-225(LC 12
Max Uplift 3=-174(LC
12), 2=-225(LC 12
Max Uplift 4=-149(LC 12),
2=-217(LC 12), 5=-14(LC 12
Max Uplift 3=-192(LC 12), 2=-222(LC 12
Ma
x
U
p
l
i
f
t
4
=
-
1
0
0
(
L
C
1
2
)
,
2
=
-
1
9
5
(
L
C
1
2
Ma
x
U
p
l
i
f
t
5
=
-
6
7
5
(
L
C
8
)
,
2
=
-
2
8
7
(
L
C
8
JOB NO.
SHEET
Port Orange, Fl
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
(386) 256-8978
DESCRIPTION
1
2
3
4
5
6
7
8
Port Charlotte, Fl
(941) 275-9931
DATE
CHECKED BY:
DESIGN BY:
REV
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
SCALE:
OF
TMB
LBB
############
CRESTVIEW KW JSBA Pe
7/15/20
A6
ROOF PLAN
6
FOOTING AT CORNER
CHRISTOPHER D. BEERS, P.E.
FLORIDA LICENSE NO. 64594
5109 Grand Palmetto Way
North Port, Florida 34291-8049
941-628-0635
fax 413-487-9013
chrisbeers@byu.net
BEAM CORNER DETAIL
MASONRY TO FRAME BEARING WALL CONNECTION
1/2'' X 8'' WEDGE ANCHORS @ 32'' O.C.
HURRICANE TIE AT EACH TRUSS
PROVIDE SIMPSON HTS20
GENERAL NOTES:
TRUSS CONNECTOR NOTES:
1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP
AT EACH TRUSS TO TIE-BEAM CONNECTION,
UNLESS NOTED OTHERWISE.
TYPICAL WALL SECTION
WINDOW
8"x8"x16" CONC. BLOCK WOOD BASE
va
r
i
e
s
s
e
e
p
l
a
n
BLOCK FILLED INJECTED
KNEEWALL DETAIL
FOAM INSULATION R-9
W/ (2) WASHERS & NUTS
TO WALL WITH "F" CHANNEL
USING "T-NAILS" AT 16" O.C. (MIN.
(I.E., 4d ROOFING COIL NAILS)
AND BATTEN WITH O.12" DIAMETER,
1-1/2" LONG, SMOOTH SHANK NAILS
5/8" LENGTH) AND TO FASCIA BOARD
AT 12" O.C.
FLOOR LINE
GRADE SHALL BE
~4" BELOW FINISH
CEMENTIOUS
DECORATIVE
COATING
16"W X 16"H CONC. FOOTING
(OR AS NOTED ON FND. PLAN)
W/(2) #5 BARS CONT.
CONC. STD. 90° HOOK TOP & BOTTOM
MIN. 25" LAP. PROVIDE INSPECTION
1x2 P.T. WD. FURRING
1/2" DRYWALL OVER
PROCTOR MAXIMUM DRY DENSITY
OF 95% OF THE MODIFIED
COMPACTED TO A MINIMUM
FILL MUST BE CLEAN AND
HOLES.
OVERHANG DOES NOT REQUIRE
BATONS IF 12" OR LESS
BE AS DESIGNATED ON PLANS
ALL STRAPS TO TRUSSES SHALL
HURRICANE STRAP @ EA. TRUSS;
ATTACH WITH ROOF NAILS
AT 12" O.C.; STAGGER WITH
ALUMINUM DRIP EDGE
2x4 END RAIL; ATTACH
(2) 12d, FACE NAILED
2x4 TO TRUSSES WITH
ATTACH FASCIA WITH ROOF
ALUMINUM FASCIA OVER
NAILS AT 12" O.C.; STAGGER
VINYL SOFFIT- ATTACH
PREFINISHED PERFORATED
26 GAUGE (MIN.)
DRIP EDGE NAILS
26 GAUGE (MIN.)
FASCIA NAILS
COMPOSITE SHINGLES ON #30 FELT OVER
1/2'' CDX (MIN) - SHEATHING W/8d
THROUGHOUT
RINGSHANK NAILS AT 6" O.C.
5/8" DRYWALL OR
INSULATION R-30
OR PER ENERGY CALC'S
1/2" CD. BOARD CLG.
UNLESS NOTED. FILLED W/ 3000 PSI
FOR LOCATIONS. 1- #5 RE-BAR TYP.
VERTICAL REINFORCING - SEE PLAN
WITH GALV. BEARING PLATES
PRE-ENGINEERED WOOD TRUSSES
INTERMEDIATE BATTENS ARE
IF OVERHANG EXCEEDS 24"
REQUIRED 12" O.C.
SINGLE 8" U-BLOCK WITH (1)
#5 RE-BAR TOP CONTINUOUS
IN EACH U-BLOCK
WELL COMPACTED EARTH
JOINTS, OVER TERMITE TREATED,
BARRIER W/ TAPED & LAPPED
ON A 6 MIL VISQUEEN VAPOR
FIBERMESH OR 6X6X10/10 WWM
4" CONC. SLAB, 3000 PSI, W/
16"
16
"
(1) COURSE 9'' BLK
12" OVERHANG
BAFFLE/VENT
EXT. SWING DOOR
ATTACHMENT DETAIL
1X2 P.T. FURRING
1X8 P.T. DOOR BUCK
ATTACHED W/ 1-1/2'' "T" NAILS
@ 4'' FROM EACH END AND
18'' O.C. (SINGLE LEAF) &
12'' O.C. (DBL LEAF)
BRICK MOLDINGS
TYP. STUCCO
1/2'' DRYWALL
FILLED BLOCK 1#5
FOIL
HINGED SWING DOOR
DOOR JAMB ATTACHED W/ 1/4'' X 3-1/2'' TAPCONS
@ 6'' EACH END & 18'' O.C. (SINGLE LEAF) &
12'' O.C. (DBL LEAF)CASING
1X2 P.T. FURRING
1X2 P.T. FURRING
1X6 P.T. DOOR BUCK
ATTACHED W/ 1-1/2'' "T" NAILS
@ 18'' O.C. VERT
DOOR FRAME
ATTACH TO CONC. BLOCK
THROUGH WOOD DOOR
BUCK W/ 3/16'' X 2-3/4'' TAPCONS.
FILL ALL HOLES. 1-1/4'' MIN EMBEDMENT
TYP. STUCCO
S.G.D. ATTACHMENT DETAIL
1/2'' DRYWALL
1X2 P.T. FURRING
1X2 P.T. FURRING
1X4 P.T. WINDOW BUCK
ATTACHED W/ 1-1/2'' "T" NAILS
@ 18'' O.C. VERT
WINDOW FRAME
ATTACH TO CONC. BLOCK
THROUGH WOOD WINDOW
BUCK W/ 3/16'' X 2-3/4'' TAPCONS.
FILL ALL HOLES. 1-1/4'' MIN EMBEDMENT
TYP. STUCCO
WINDOW ATTACHMENT DETAIL
1/2'' DRYWALL
CONCRETE FOOTER
2X BLOCKING
AS REQUIRED
BY FLORIDA
BUILDING CODE
RESIDENTIAL
STUD ALONG BLOCK
WALL TO BE P.T.
TAPCON SCREWS #10 X 3''
@ 16'' O.C. OR 1/2'' DIM. X
5-1/2'' LG. REDHEADS W/
2'' DIM. X 1/8'' WASHER
STRAP DBL TOP PLATE TO
EA. STUD USING SIMPSON SP
STRAPS. ADJUST THE STRAP SIZE
TO MATCH STUD WIDTH.
2X STUDS
SEE WALL SECTIONS
FOR APPLICABLE WIDTHS
AND STUD SPACING
CONTRACTOR TO FILL LAST
CELL SOLID WITH CONCRETE AND
(1) #5 BAR VERT. FOR FRAME WALL
ATTACHMENT
BEAM - SEE TYPICAL SECTION
AT BLOCK WALL
NO
M
I
N
A
L
8"X 16" C.M.U. DETAIL
CONCRETE FILLED CELL
8"x16" CMU
NOMINAL VERTICAL #5
REBAR (TYP.)
16"
8"
ACCOMMODATE BRACKETS. ATTACH
USE 2x8 PRESSURE TREATED WOOD BUCK
GARAGE DOOR SPRING BUCK INSTALLATION
2X6 BLOCKING FOR
LENGTH OF 4"
INTO CMU; MIN.
THRU 2X BLOCK
1/4" TAPCON
WITH 3" WASHERS STARTING AT 8" FROM EACH END
INSTALLATION DETAIL
TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK
USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED
GARAGE DOOR BUCK INSTALLATION
GARAGE OVERHEAD DOOR CONNECTION
ONE 1/2" x 1-5/8" LAG
SCREW PER TRACK BRACKET
2x6 P.T. S.Y.P. BUCK
AS PER MANUFACTURER
12 GA. GALV. STEEL VERTICAL TRACKWEDGE ANCHOR
N.T.S.
JAMB
TWO (MIN.)
MOUNTING
SPRING
BRACKET FOR
BRACKETS
BRACKET FOR
MOUNTING
GLIDE ROD
2x6 PT with 1/2” x 7” wedge anchors with square washers
AND SPACED NO MORE THAN 32" o.c.
WITH A MINIMUM OF FOUR 1/2" ø WEDGE ANCHORS
OF SUFFICIENT HEIGHT TO
CONCRETE NAILS AT 4" O.C.
WOOD BEAM TO
CBS WALL ATTACHMENT
CBS WALL
(4) SIMPSON STRAP
LSTA15 FASTENED W/
(12) 10d NAILS EACH
DBL 2'' X 12'' WOOD BEAM
4''X4'' WOOD
POST CENTERED
ON CBS WALL
POST CONNECTED TO CBS
WALL W/ SIMPSON ABU44
FASTENED W/ 1/2'' X 6'' TITEN HD
AND (12) 6d NAILS INTO POST
SIMPSON SP4 OR SP1
OR USP TP4X FROM
STUD TO BOT. PLATE
1/2"x8' WEDGE ANCHOR
AT 32" O.C.
8" CMU WALL
LINTEL
2x4 P.T.
CLIP EACH TRUSS
(SEE FLOOR PLAN FOR TYPE)
FRAME OUT TO
BLOCK EDGE
STUD ANCHORING:
STUD TO TOP PLATE,
SIMPSON SP4 OR SP2
2x4 SYP @ 16" O.C. TO 48" HIGH
2x6 SYP @16" O.C. 48" TO
72" IN HEIGHT
COMMONS @ 6" ON
EDGES & 12" IN
FIELD
7/16" OSB W/8d
ENTRY CMU COLUMN/HEADER
FOR BEAM SPEC.
SIMPSON HETA18
EACH END OF
EACH BEAM SEE FLOOR PLAN
CONTINUOUS BOTTOM CHORD BRACING
CROSS BRACING DETAIL (TYP.)
2x4 MINIMUM
PER JOINT
(3) 12d NAILS
(SEE PLAN FOR
CROSS BRACING
MINIMUM 2x4
LOCATIONS)
10d AT 4" O.C. BOTH SIDES
HEADER AT RAISED ENTRY/CMU WALL
TYPICAL BLOCK
USE (2) SIMPSON MSTAM24
WITH (9) 10d AND (5)
1/4"x2-1/4" TITENS
ALTERNATE HOLDOWN:
WALL
TIE BEAM
W/(10) 16d EACH TO
POST
(2) SIMPSON HETA18's
BUILT-UP 2x4's OR
4x4 POST
BEAM - SEE FLOOR
PLAN FOR SPECS
OF 2x4 TO BEAM
SUPPORT COLUMN
(4) 10d EACH SIDE
R703.4 Flashing.
Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of water
into the wall cavity or penetration of water to the building structural framing components. Self-adhered
membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade
NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved
standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall
finish. Approved corrosion-resistant flashings must be installed. Sher-Crete flexible concrete waterproofer or
equal.
8
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P1 05/22/20
P2 06/09/20
P3 07/03/20
P4 07/07/20
JOB NO.
SHEET
Port Orange, Fl
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
(386) 256-8978
DESCRIPTION
1
2
3
4
5
6
7
8
Port Charlotte, Fl
(941) 275-9931
DATE
CHECKED BY:
DESIGN BY:
REV
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
SCALE:
OF
TMB
LBB
Custom
CRESTVIEW KW JSBA Pe
7/15/20
S1
STRUCTURAL
9
NOTE: NON BEARING WALL DETAIL IS IN
ACCORDANCE WITH Sec. 602 OF THE
FLORIDA BUILDING CODE 6TH EDITION
CONCRETE FOOTER
2X BLOCKING
AS REQUIRED
BY FLORIDA
BUILDING CODE
RESIDENTIAL
2X4 STUDS
SEE WALL SECTIONS
FOR APPLICABLE WIDTHS
AND STUD SPACING
@ 24" O.C.
NON- BEARING WALL CONNECTION
PRE-MANUFACTURED
TRUSSES
CHRISTOPHER D. BEERS, P.E.
FLORIDA LICENSE NO. 64594
941-628-0635
fax 413-487-9013
chrisbeers@byu.net
BEAM PER PLAN
FOOTER PER PLAN
10
'
-
8
"
19'-4"
1'-4"6'-8"1'-4"
ENTRY DETAIL
BEAM PER PLAN
1'-4"8'-8"
FRAME BRG. WALL W/ OPENING
(2)2x12 HEADER OR AS
NOTED ON THE PLANS
TYPICAL CONNECTOR DETAIL
CONCRETE FOUNDATION
AS NOTED ON PLANS
(1) SIMPSON "SPH4"
PER STUD. NOTE: (2)
JACK STUDS & (1)
KING STUD (MIN)
1/2" Ø WEDGE ANCHORS, 8"
DEPTH WITHIN 6" OF STUDS; & 32'' O.C.
FOR REMAINING WALL
W/3" HOOK AND 3" Ø
WASHERS. NOTE: ALTERNATIVE
HOLDDOWN IS SIMPSON "HTT4"
ATTACHED TO STUDS.
(2) SIMPSON "LSTA21"
STRAPS PER SIDE PER
HEADER
CONNECT TRUSSES TO LOAD BEAR
WALL AS NOTED ON THE PLANS.
NOTE:
BEARING WALLS THAT GO
INTO BLOCK WALLS ATTACH
WITH WEDGE ANCHORS 32'' O.C.
VERTICALLY UP WALL
2X12 HEADER NOTE:
(2)2X12 TO SANDWICH
(1) 1/2" PLYWOOD W/
(2) ROWS OF 3" NAILS @
6" O.C.
5109 Grand Palmetto Way
North Port, Florida 34291-8049
8
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P1 05/22/20
P2 06/09/20
P3 07/03/20
P4 07/07/20
JOB NO.
SHEET
Port Orange, Fl
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
(386) 256-8978
DESCRIPTION
1
2
3
4
5
6
7
8
Port Charlotte, Fl
(941) 275-9931
DATE
CHECKED BY:
DESIGN BY:
REV
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
SCALE:
OF
TMB
LBB
1/4" = 1'-0"
CRESTVIEW KW JSBA Pe
7/15/20
S2
STRUCTURAL
10
Job #: 751
Performed by Vicki Lynne Nisa for:
Santana Autry Residence
TBD S Brocksmith Rd
Ft Pierce, FL 34945
Air Calcs, LLC
7550 Hidden Hammock Ln
Vero Beach, FL 32966
Phone: 772.800.8413
vickilynne@aircalcs.com
Scale: 1 : 86
Page 1
Right-Suite® Universal 2019
19.0.19 RSU27054
2020-Jun-15 13:47:11
...cksmith Rd Santana Autry GBI.rup
N
Level 1
Garage
Bed 4
Bed 3
Laundry
Bed 2
Bath
M Bath
WIC
Clst
M Hall
Master Bedroom
FoyerDining Rm
Kitchen
Pantry
Hall
Living Room
12 x 12
216 cfm
10 x 6
65 cfm
8 x 8
105 cfm
6 x 6
55 cfm
12 x 12
119 cfm
12 x 12
87 cfm
12 x 12
170 cfm
24 x 18
965 cfm
12 x 8
119 cfm
10 x 6
87 cfm
12 x 8
170 cfm
8 x 4
45 cfm
14 x 14
327 cfm
10 x 10
131 cfm
10 x 10
131 cfm
8 x 8
110 cfm
10 x 10
154 cfm
8 x 8
105 cfm
12 x 12
216 cfm
12 x 8
156 cfm
20 "
7 "
6 "
8 "
18 "
10 "
7 "5 "
9 "6 "
7 "
8 "
14 "
16 "
7 "4 "
6 "6 "
7 "
12 "
9 "
12 "
8 "
5 "
7 "