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PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: LOT 38 _ BLOCK * _ PHASE 31A, RAINWOOD COURT, FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAVIS CBC1261228
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING
ID
PRODUCT
MODEL #
MANUFACTURER
GLASS
ATTACHMENT METHOD
PRODUCT
APPROVAL
DESIGN
PRESSURES
HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:
3068
EXTERIOR SWING DOOR
FIBER -CLASSIC
THERMA-TRU
3/16"TEMPERED
1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4"
FL15225.5
+40.0-40.0PSF
W/ SDLT.
SMOOTH STAR
TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.
STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX
16070 OVHD
OVERHEAD DOOR
MODEL 9100
WAYNE DALTON
«>>
WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK
FL9174.6
+39.2 -43.7 PSF
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
8068 S.G.D.
SLIDING GLASS DOOR
SERIES 420
MI WINDOWS AND DOORS
3/16" TEMPERED
HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"
FL15332.6
+/- 40.0 PSF (MIN)
O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
0
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
03)
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" I -ROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA.
GLASS BLOCK
8"x8"x4"
MULIA, INC.
TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT
NOA 15-0916.12
+/- 90.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
0
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
0
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" I -ROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
WINDOW
185 SH
MI WINDOWS AND DOORS
1/8" ANNEALED
ANCHORS 2" I -ROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.
FL17499.2
+/- 60.0 PSF (MIN)
GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH
ASPHALT SHINGLES
CAMBRIDGE AR
TAMKO BUILDING
« »
TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"
FL.18355.1
PRODUCTS, INC.
ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT.
PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
EXTERIOR SOFFIT
ALUMINUM SOFFIT
AMERICAN CONSTRUCTION
MATERIALS
«>>
ATTACHED THROUGH FASCIA AT 16" O.C.
FL12019
+/- 50.0 PSF (MIN)
"SAFETY EDGE"
TOWN & COUNTRY
METHOD OF ATTACHMENT: DIRECT MOUNT
HURRICANE SHUTTERS
STORM PANELS
INDUSTRIES, INC.
«>>
ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT)
FL 12856.2
+/-54.0 PSF (MIN)
33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 PSF: 15.8" O.C. SPANS UP
TO 5', 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO
9'-2", 54 PSF: 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2"
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN
SNOW Speeds Topographic DESIGN t Weatherng' Frost line° Termite` DESIGN UNDEPLAYMENT HAZARDSs FREEZING ANNUAL
LOAD (mph) effects" (NA) CATEGORY depth TEMP` REQUIRED" INDEX TEMP'
N/A See Fig. R301 2(4) NIA Negligible N/A Very NIA N/A N!A
Heavy
For ST: 1 pound per square foot = 0 0479 kPa, 1 mile per hour = 0 P17 mrs.
a. Weathering is"neglible" for concrete as determined from the Weathering Probability Map [Figure R301. �(3)1. The grade of masonry unds shall be determined
from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652,
U. Reserved.
c. Termite Infestation per Figure R301 2(6) is'Very heavy."
d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall tre determined on a site -specific basis in accordance
with Secure R301.2A.4.
e. The outdone design dry-bulb temperature shall be selected from the columns of 97 1/,-percent values Fir armor- Appends D of the Florida Building Cade,
Plumbing- Deviations from the Appendix D temperatures shall be permitted to reflect local dimates or local weafher experience as determined by the building offiaal.
f. Reserved.
g. The applicants governing body shall, by local tbodpfain floodplain management ordinance, specify (a) rife date m the Jurisdiction's entry into the National Flood
Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) Me date(s) of the Flood Insurance Study and (c) the
panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the =uthonty having junsi iction, as amended
h- Reserved.
i. Reserved.
j. Reserved.
k. Reserved.
NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES
WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS
THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE
SMOKE -DEVELOPED INDEX OF NOT MORE T HAN 450.
NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE
REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE
FLAME SPREAD INDEX OF NOT MORE THAN 200 AND
COMPLIES WITH THE REQUIREMENTS OF SF=CTION R302.9.2
AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE
THAN 450.
ATTIC VENTILATION CALCULATION:
VENTILATION REQUIRED:
ATTIC AREA = 2.353-3 SOL FT.
VENTILATION AREA REQUIRED = 2,343.0 SO. FT. / 150 (F.B.C. R806.2) = 15.62 SQ. FT.
PARAMETERS:
LINEAR FEET OF 16' WIDE SOFFIT = 165.5, 12' YADE SOFFIT = 43.1', 8' WIDE SOFFIT = 49-V
SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT.
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ, FT.
VENTILATION PROVIDED:
SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SO. FT. / 144 SQ. IN. = 24.14 SQ. FT.
CONCLUSION:
VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE
I have reviewed the above product approval
information and approved it.
Name: i ry/� ✓`YV I
Signature:
Certification Number: A"G) Z %0)
Date: /A"D f i 3CG'-
DRAWING INDEX
CVR
A-1.0
A-2.0
A-3.0
A-4.0
A-5.0
A-6.0
A-6.1
A-6.2
A-7.0
A-8.0
INDEX / PROJECT INFORMATION
FOUNDATION PLAN
FLOOR PLAN
BUILDING ELEVATIONS
ROOF / FRAMING PLAN
ELECTRICAL PLAN
WALL SECTIONS / NOTES
WALL SECTIONS / NOTES
WALL SECTIONS / NOTES
INTERIOR ELEVATIONS
HVAC PLAN
COMPONENTS AND CLADDING WIND PRESSURES
PER 2017 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19.9
27.7 PSF
/
-313.0 PSF
20 TO 49.9
26.4 PSF
/
-28.7 PSF
50 TO 99.9
24.7 PSF
/
-27.0 PSF
100 TO 499.9
23.5 PSF
/
-25.9 PSF
500 AND ABOVE
20.6 PSF
/
-22.9 PSF
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19.9
27,7 PSF
/
-37.0 PSF
20 TO 49.9
26.4 PSF
/
-34.5 PSF
50 TO 99.9
24.7 PSF
/
411.2 PSF
100 TO 499.9
23.5 PSF
/
-28.7 PSF
500 AND ABOVE
20.6 PSF
/
-22.9 PSF
*PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
TYPE OF CONSTRUCTION: CBS X
BUILDING DESIGN: ENCLOSED X
ULTIMATE DESIGN WIND SPEED:140 MPH
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: it
EXPOSURE:B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN BUILDING HEIGHT: 15'
OVERHANG:1.33 FT
OPEN
160 MPH X
ROOF PITCH: 6 /12
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD:
(SHINGLES) 17 PSF (TILE)
SHUTTERS: YES X
IMPACT RESISTANT ASSEMBLY: YES
VLe;
NO X
PARTIALLY ENCLOSED
17CI MPH
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
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PLAN REVIEW REVISIONS
11
MASTER PLAN REVISION
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NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,816.1 CUBIC FEET
SHEET
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1
NOTE: ALL FOOTINGS DESIGNED FOR
2,500 PSF SOIL BEARING CAPACITY
DIAGONAL
DISTANCE
DIMENSION FROM
INSIDE CORNER
OF FORMBOARDS
AC = 71'-0"
A = 58'-9'
BD = 64'-6'
BF = 68'-6"
UIMENSIUNS AKE
ROUNDED TO THE
CLOSEST INCH
FOUNDATION PLAN
1/4" = 1'-0"
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DEPTH
3" MIN 3"MIN._ DETAIL
C FOOTING &
REBAR
1'-0
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PIPE THRU
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1 TO SEWER MICHAEL C. ANDERSON
2" 1 OR SEPTIC TANK
TUB/
SHWR- SCHEMATIC PLUMBING RISER
MICHAEL C. ANDERSON, ARCHITECT OF RECORD /� 1(� /!
FL. LIC. AR0017305 `
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
F
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PROJECT
NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14.816.1 CUBIC FEET
SHEET
A 1■0
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1'-4"
15'-0"
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R.O. SUPER.
Q
REMARKS
1
3068 W/
SIDE LIGHTS
1
EXT. DOOR
MUNTINS IN SDLTS
2
8068 S.G.D.
1
EXT. DOOR
3
2868 SOLID CORE
1
GARAGE DOOR
4
2868
7
INT. DOOR
5
2068 POCKET
1
INT. DOOR
6
2468 POCKET
1
INT. DOOR
7
2668 BIFOLD
1
INT. DOOR
8
4068 BIPASS
3
INT. DOOR
9
2068 BIFOLD
1
INT. DOOR
10
16070 OVHD. DOOR
1
GARAGE DOOR
11
2868 POCKET
1
INT. DOOR
WINDOW SCHEDULE
0
SIZE
PER B
R.O. SUPER`DG
Q
REMARKS
A
35 SH
ELLIPSE
1
MUNTINS
B
25 SH
2
C
4'W. X S-4"H.
GLASS BLOCK
1
D
33 SH
1
E
1/2 33 SH
1
OBSC. TEMPERED
F
35 SH
1
G
3'-0"W. X S-6"H.
FIXED GLASS W/
2'-10"H. LEGS
1
1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
NOTES:
1. WOOD STUD SPACING_ (UNLESS
OTHERWISE
NOTED
ON PLANS)
-EXTERIOR
FRAME
WALLS AT 16" O.C.
-INTERIOR
FRAME
BRG. WALLS
AT 16"
O.C.
-INTERIOR
FRAME
NON-BRG. WALLS
AT 24"
O.C.
-KITCHEN
CABINET WALLS AT 16" O.C.
2. FRAME WALLS ARE DRAWN 3 1/2" WIDE
UNLESS OTHERWISE NOTED
3. CONC. BLOCK WALLS ARE DRAWN
7 5/8" WIDE UNLESS OTHERWISE NOTED
4. TOOL CONC. BLOCK JOINTS INSIDE
GARAGE WALLS (BRUSH & CLEAN)
5. DOOR & WINDOW ROUGH OPENINGS
SHALL BE PROVIDED BY BUILDER
6. TOP OF TYP. BEARING WALL +8'-0"
UNLESS OTHERWISE NOTED
7. HEIGHTS ARE MEASURED ABOVE
TOP OF FOYER SLAB
8. SEE STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-16-18
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PROJECT
NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
F14,816.1
OLUME OF
IONED SPACE _
CUBIC FEET
SHEET
(LA 2mO
ATTACH 1-1/2' X 4-1/2" P.T. BUCK TO BLOCK WITH:
GONG OR MASONRY HEAR: 1/4" X 3-3/4' TAPOONS SPACED 4" FROM
CORNERS, Y & 6" FROM MUWON. JAMBS: 1/4' X
3-3/4' TAPCONS SPACED 4" FROM CORNERS, 18.W
O.C. MAX.
DRYWALL BOARD - C£IAENnTIWS FlNlSH
DOOR �PFRM METER CAULKNG
ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM
HEAD: 110 X 2-1/Y PFH WOW SCREWS SPAS 4'
FROM CORNERS 3' & 6" FROM MULLION. JAMBS:
JIG X 2-1/2' PFH WOW SCREWS SPACED 4" FROM
CORNERS, 1&W O.C. MAX.
HEAD/JAMB DETAIL (2X BUCK)
EXT DOOR
COW OR MASONRY
ATTACH DOOR FRAME TO BLOCK WITH.
HEAD: 1/4" X 3-3/4" TAPCONS SPACED 4'
FROM CORNERS. 3' & 6* FROM MUWON.
JAMBS: 1/4" X 3-3/4" TAPOONS SPACED 4"
FROM CORNERS, 1&W D.C. MAX. —
3/4' x 4-1/2' P.T. BUCK SET IN
SEALANT AND SECURED W/
CASE HARD NAILS 0 12" O.G. (MAX)
PERIMERR 04OLKWG
FLOOR WIEIM—
�C£MENnnOUS FINS
NOTES:
1. HOLD ALL WOOD FASCIA/SOFFIT 3/4"
ABOVE ROOF SHEATHING.
2. WALL FENESTRATION PER FBCR 2017 703.4
3. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS,
FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF
ROOFING CEMENT.
4. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X
BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED
BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT.
FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW
WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2).
DOOR THRESHOLD SET IN BEAD OF CAULK AND
FASTENED TO SILL WITH 1/4" DUL X 2-1/4" TAPCONS
SPACED 3' FROM CORNERS, 3" & 6" FROM MULLION
r
o B �PONVER CAULKING Oo" SpOl 0 " 000
— DOOR TRIM-.�
PERIMETER CAULKING
CONCRETE SLAB
HEAD/JAMB DETAIL (IX BUCK)
EXT DOOR
P.T. (2) 2X4 BUCK
- CONNECT TO
BLOCK W/ Xs7 x 3'
TAPCONS (1 1/4'
MIN. EMBEDMENT
INTO BLOCK)
PRECAST LINTEL AT TOP
BLOCK COURSE
TOP OF BLOCK WALL
SILL DETAIL
EXT DOOR
REAR ELEVATION
2x4 VERT. AT EA. FACE OF
ARCH W/ (3) 10d NAILS AT
EA. END TOE NAILED W/(2) -
10d AT BUCK
2x4 SOLID BLOCKING (FULL
WIDTH OF WALL) BTWN.
PLYWD. ARCH FACES W/ (3)
10d NAILS THRU O.S.B. INTO
EA. 2x4
P.T. (2) 2X4 BUCK -
CONNECT TO BLOCK
x 3' TAPCONS (1 1/4 MIN:
2X4 VE RT. BRACES
EMBEDMENT INTO BLOCK)
1/2" COX PLYWOOD PANEL
(BOTH SIDES) NAILED TO BUCK
W/ Bd NAILS AT 4" O.C.
PROVIDE Ns7 x 3" TAPCON (1
2x4 SOLID BLOCKING (FULL
1/4" MIN. EMBEDMENT INTO
WIDTH OF WALL) BTWN. PLYWD.
BLOCK) AT EA. SIDE BUCK-(1)
ARCH FACES W/ (3) 10d NAILS
WITHIN 4" MIN. TAPCON OF
THRU O.S.B. INTO EA. 2x4
START OF ARCH J
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
1" x 3" BUCK
CONTINUOUS
SECTION
A —A
1/4 = I -u
1/2' COX PLYWOOD
A -A FPANEL (BOTH SIDES)
NAILED TO BUCK W/
8d NAILS AT 4" O.C.
PRECAST LINTEL AT TOP
BLOC( COURSE
ARCH
OPNG.
ARCH IN
MASONRY OPNG.
DETAIL
RIDGE HEIGHT
— — — — — — — — — — — — — — — — — — — — — — — — —
+1r-:10" A.F.F.
BUILT-UP PLYWOOD OR
MASONITE BUCK - SCRIBE
BACKSIDE TO FIT ARCH.
CONNECT W/ 8d NAILS
LINE OF RECTANGULAR
ROUGH OPENING
12
61
_ _TOP OF BLK
+$'-0" A.F.F.
— — TOP OF SLAB
_ +0'-0" A.F.F.
(REF. ELEV.)
LEFT SIDE ELEVATION
Ix3 OR Ix4 P.T. BUCK SET IN
SEALANT AND NAILED
WI-1/Y CASE HARDENED
COL NAILS AT 12' O/C.
MAX
CONC. OR MASONRY
RD
LIME
BUCK w/
TAPCON
' 0/C
RILLED
NUFACIURER
JILKING
FM9R
HEAD DETAIL
WIND❑W
00 3E X:I
io op
1/4" = 1'-0"
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16 x3 1/4" TAPCON
SCREWS 0 24' 0/c
MAX IN PREDRILLED
HOLES BY MANUFACTURER
PERIMETER CAULKING
CEMB47777 US FW191
CONC OR MASONRY
Ix3 OR Ix4 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL MAILS AT 12' O/C
MAX
DRYWALL BOARD
CAULIONG
JAMB DETAIL
WIND❑W
ALUMINUM FRAME
SEWRE FRAME TO SILL
NTH SUCONE
LPRECAST OR POURED
SILL
PERIMETER CAULKING
SILL DETAIL
WIND❑W
12
16
_TOP OF BLK.
TOP OF SLAT
0'-0" +A.F.F.
(REF. ELEV.)
— —TOP OF BLK�
CEMENTITIOUS COATING 00
_
ON BLOCK
'S p
6"W. RAISED TRIM 12
(PROD. 3/4") 16
TRUSS BRNG. ENTRY
6"W. RAISED STUCCO
+12'-11" A.F.F. FRIEZE TRIM (PROJ. 3/4")
TOP OF WINDOW " ROOF
AT 12'-6" A.F.F. 88 CRICKET
I`'IL 16"OVERHANG
6"W. RAISED TRIM El El TYPICAL UNLESS
(PROJ. 3/4") f OTHERWISE NOTE[
TOP OF BLOCK — — — 1 - 3'-0" -8" TOP OF
+8
----ee� ------------------ — — — — —
0 A F F �— +8'-0"
,TOP OF SLAB —
+0 -0 A.F.F.
(REF. ELEV.)
R SMOOTH STUCCO FINISH AT
co = FRONT DOOR
I �
- J
FRONT ELEVATION
1/4" = 1'-O"
ENTRY SECTION
RIGHT SIDE ELEVATION
1/4" = 1'-O"
1/4" = 1'-O"
STUCCO FINISH
BIER CAUL OMG
COMIC OR MASONRY
1x AT. BUD( SET IN
SEALANS
T AM NAILED
W/1-1/2' CASE HA
.� COL NAYS AT 24" O/C
wDRYWALL BOARD
DOOR FRAME
FASTEN IMU BUCK W/
W/ -1-1/4' x 1/4" (MIN)
TAPCONS AT 24 O/C MAX
IN PREDRILL D HOES
BY MANUFACTURER
JAMB/HEAD DETAIL
u![lnvrr
(SGD)
DOOR FRAME
FASTEN TO SILL W/
IS x 1' SCREWS
0 2'-0- o/c
lur,M;z.as�:rr:Ta
n
GMT BED
\ `---CONCRETE SLAB
SILL DETAIL
(SGD)
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
TOP OF SLAB
+0'-0" A.F.F.
(REF. ELEV.)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-16-18
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PROJECT
NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14.816.1 CUBIC FEET
SHEET
A 3.0
HATCHED AREA
INDICATES 2x4
BOTTOM CHORD
BLKG. AT 48"
O.C. SEE NOTE #2---___�
l'-4" -
OH
0
-
OH
1/2"0 A.B. AT 32" O.C. IN LINTEL
I X1
I I
B-10
SEE GABLE END SECTION XX SHEET A6.1
B-8
No B-s
I
i
B-7
I if
8 FLAT
CLG.
II I
11
2
"X" BRACING 11
TYP_
II
I
i
8' FLAT I COFFER
CLG. CLG.
I
VAULTED
CLG.
OH
VAULTED
CLG.
II
II
VAULTED
CLG. I I
1
1 VAULTED
CLG.
I I
B-4
I I I I
CATHEDRAL
CLG.
8' FLAT
CLG.
I
8' FLAT
CLG.
VAULTED
CLG.
8' FLAT
CLG.
OH
(2)2x6
2x4 "X" BRACING
TYP.
I I
i x
22"x54"
ATTIC ACCESS
2X4 KNEEWALL- TOP
+ 12'-11" A.F.F.
II
II
2X4 KNEEWALL- TOP
+ 12'-11" A.F.F.
8' FLAT
CLG.
LL
` I
II II
JJ
II
10
II
II
II I
II II
I
I 16"
II II
II
I
it
II II
II
I
I
B-2
1/2"0 A.B. AT 32" O.C. IN LINTEL
�o B-,
1/2"0 A.B. AT 32" O.C. IN LINTEL
SEE SECTION X-X ON SHEET A6.1
x4 "X" BRACING
TYP.
'ROVIDE 2x4
30TTOM CHORD
ILKG. AT 48"
).C. SEE NOTE #2
ANCHOR SCHEDULE
(SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER)
DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN
SIMPSON HETA20 < 1810 > 10-10d x 1 1/2
USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.)
SIMPSON MTS12 < 1000 > 14-10d x 1 1/2
USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.)
SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2
TO PLATES
24-1Od X 1 1/2
TO STUDS
CONNECTOR PER
ANCHOR SCHEDULE
2-2X4 TOP PLATE
W/ SIMPSON "SPH4"
AT EACH TOP PLATE
/ STUD CONN.
KNEEWALL W/ 2X4' SPACED
16" O.C.
2 X 6 BETWEEN TRUSSES
UNDER FRAME WALL
SIMPSON "SPH4" AT
ALL BOT.
PLATE/STUD CONN.
FRAMING PLAN
1/4" = l'-0"
PRECAST HEADER SCHEDULE
B-X 71 LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
208"
8F16-1B
950 PLF
361 PLF
B-2
70"
BF8-1B
1459 PLF
1272 PLF
B-3
42"
8F16-lB
6113 PLF
3547 PLF
B-4
64"
8F16-1B
5365 PLF
2290 PLF
B-5
54"
8F16-lB
6039 PLF
2507 PLF
B-6
70"
8F16-16
1459 PLF
1272 PLF
B-7
112"
8F16-lB
1818 PLF
980 PLF
B-8
64"
8F16-lB
5365 PLF
2290 PLF
B-9
64"
8F16-lB
5365 PLF
2290 PLF
B-10
168"
8F16-1B
1002 PLF
559 PLF
12
PER CONNECTOR PER
ELEV. ANCHOR SCHEDULE
ROOF TRUSS OVER ENTRY
+13'-2"
STD. BRG. HT.
DBL. 2x4 TOP PLATE
PLACE 2 X 4 STUDS OVER
EACH TRUSS (2'-0" O.C.)
7/16" O.S.B.
8d ® 4" O.C. EDGES
6" O.C. FIELD
CONNECTOR PER
FRAMING PLAN
P.T. 2X4 BOT.
PLATE W/ 1/2- DIA.
A.B. ® 16" O.C. W/
2-3/4" MIN. EMBED.
& 2" SQ. WASHERS
KNEEWALL DETAIL
3-16d NAILS
2 X 4 VALLEY FRAMING
AT 16" O.C.
REFER TO TRUSS ENGINEERING
FOR CUPPED GARAGE TRUSS
FRAMING NOTES:
1. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 LL/17 D.L.)
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3. AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK
ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24"
O.C. VERT ® (2)2x4 P.T. VERT,
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6_ ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0")
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS V-4" UNLESS NOTED OTHERWISE
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
to//?/l c�
FL. LIC. AR0017305
F
EW REVISIONS
MASTER PLAN REVISION
10-16-18
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PROJECT
NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,816.1 CUBIC FEET
SHEET
A 4mO
-OR
VE
COACH LTS.
PREWIRE
FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY
AMPS 150 AMP BUS AMPS 200
A/C 22,000 INT A/C 65,000
CIRCUIT
NO.
CIRCUIT ID
BRK
AMP
WIRE
SIZE
A PHASE
A PHASE
WIRE
SIZE
BRK
AMP
CIRCUIT ID
CIRCUIT
NO.
1
A/C
40
8
6
60
HEAT
2
3
A/C
40
8
6
60
HEAT
4
5
DRYER
30
10
8
40
RANGE
6
7
DRYER
30
10
8
40
RANGE
8
9
REFRIDG
20
12
12
20
WASHER
10
11
KITCHEN
20
12
12
20
BATH GFI
12
13
KITCHEN
20
12
14
15
BEDROOM ARC
14
15
H-W
30
10
14
15
BEDROOM ARC
16
17
H-W
30
10
14
15
GENERAL LITE
18
19
SPACE
14
15
BEDROOM ARC
20
21
GENERAL LITE
15
14
14
15
WP/GARAGE GFI
22
23
DISHWASHER
20
12
14
15
GARAGE DOOR
24
25
14
15
GENERAL LITE
26
27
14
15
GENERAL LITE
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
ELECTRICAL LOAD CALCULATION
2074 S.F. AT 3 VA
2 SMALL APPLICANCE CIRCUITS 1500 VA EACH
LAUNDRY CIRCUIT
RANGE
1 WATER HEATER
DISHWASHER
DISPOSAL
DRYER
SUBTOTAL
FIRST 10 kVA AT 100%
REMAINDER AT 40%
TOTAL OF OTHER LOAD
10 kVA OF AC AT 40%
TOTAL
23,480 VA DIVIDED BY 240 V
POOL SUB PANEL
TOTAL
USE 150 AMP SERVICE
EXTENT OF AREA
FOR VINYL OR TILE
PER CONTRACT
ELECTRICAL PLAN
1/4" = 1'-0"
6.2 kVA
3.0 kVA
1.5 kVA
12.0 kVA
3.0 kVA
1.5 kVA
1.5 kVA
5.0 kVA
33.7 kVA
3 #1 CU THHN OR
AL. EQUIVALENT
2" CONDUIT
150
30 CKT
PANEL 0
150 METE(
M.C.B.
10.00 kVA 2" RIGID O.H. SERVICE F.P.L.
9.48 kVA
19.48 kVA
4,00 kVA
23.48 kVA NO. 4 CU. WIRE
97.8 A TO UFER GRIND.
30.0 A
127.8 A
SCHEMATIC ELECTRICAL RISER
BACK TO BACK SERVICE
ELECTRICAL NOTES
1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION
UNLESS NOTED OTHERWISE.
2_ ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS
SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI
CIRCUIT PROTECTION UNLESS NOTED OTHERWISE.
4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER
EQUIPMENT AS REQUIRED BY N.E.C.
5. IF NE BRANCH CIRCUITS ARE ADDED:
A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS
SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED
BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION
TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH
CIRCUIT (NEC 210.12 (B)).
B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE
REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN
2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES.
NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
2017 F.B.C.
LEGEND
SURFACE MTD. CEILING FIXTURE
PENDANT FIXTURE
RECESSED LIGHT
WALL MTD. BRACKET @ 72' A.F.F.
FLUORESCENT FIXTURE
LL
fti
WALL MTD. VANITY LIGHT
®
EXHAUST FAN
EXHAUST FAN W/ LIGHT
EXTERIOR FLOODLIGHTS
CEILING PADDLE FAN
(PREWIRE OR W/ LIGHT AS NOTED)
J
WALL MTD. SMOKE DETECTOR
jl
O
CEILING MTD. SMOKE DETECTOR
CEILING MTD. CARBON MONOXIDE DETECTOR
-�
CHIMES
-0
CHIMES PUSH BUTTON
TELEPHONE JACK
CABLE TELEVISION JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
220 V. RECEPTACLE
H%
DE➢ICATED 220 V. OUTLET
110 V. JUNCTION BOX
-
SWITCH @ 42' A.F.F.
o-
RHEOSTAT SWITCH @ 42' A.F.F.
TP
TOUCH PAD FOR SECURITY SYSTEM
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CENTRAL VACUUM OUTLET LOCATION
L=
ELECTRICAL DISCONNECT
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EC
MICHAEL C. ANDERSON
`6l 12w �l
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-16-18
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PROJECT
NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
"CUBIC
_
SHEET
A 5mO
NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION
R905 OF THE FLORIDA BUILDING CODE (6TH EDITION)
12
PER
ELEV.
R-30 INSULATION
1/2- CLG. GYP. BD.
8"x8" U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 REBAR CON-
PRE-ENG'RED PRECAST LINTEL
SEE SHEET A 4.0 FOR DETAILS
NOTE: 1x4 P.T.
SCREWS FOR DRYWALL ON WALLS:
MAX. EDGE SPACING: 7" PLOYCEL SEALANT
MAX. FIELD SPACING: 16"
SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK
MAX. EDGE SPACING: 7"
MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO
FLOOR PLAN FOR SCHEDULE)
MARBLE SILL
1/2" DRYWALL ON 1x2 P.T.
FURRING ® 16" O.C.
R-4.2 FOIL INSULATION W/
4 MIL VAPOR BARRIER -
4" 2500 PSI CONIC. SLAB W/ FIBER WD. BASE -
MESH, ON 6 MIL. POLY VAPOR
BARRIER OVER TERMITE TREATED
CLEAN FILL COMPACTED TO A
MINIMUM DENSITY OF 95% AS
DETERMINED BT ASTM D-1557
ARCHITECTURAL FIBERGLASS SHINGLES OVER
30# FELT ON 15/32" CDX PLYWOOD SHEATHING
AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
- HURR. STRAP ® EACH TRUSS
REFER TO CONNECTOR SCHED.
TYP. O.H.
ROOF PLAN.
_--TOP_OF_BLOCK
' REFER TO EXT. ELEV.
ALUM. FASCIA AND
DRIP EDGE UNLESS
OTHERWISE NOTED
ON EXT. ELEV.
CONT. ALUM.
VENTED SOFFIT
WDW HDR. H_T.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
RAISED CEMENTITIOUS
TRIM PER ELEV.
PER PLANS
5/8" MIN. CEMENTITIOUS COATING OVER
8x8x16 CONC. BLOCK
1-#5 VERT. BAR TIED INTO
#5 BAR DOWEL W/ STD HOOK
AND RUNNING INTO LINTEL
(LOCATIONS PER FDTN. PLAN)
__0 -0" _
- _CTOP OF SLAB
FINAL GRADE
STUCCO STOP AS REQ'D.
PER LOCAL BLDG. DEPT.
-CONC. FTG. PER
FOUNDATION PLAN
TYP. EXT. BLOCK WALL
#_��
II
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EXTERIOR FRAME WALL TO
LINTEL
2x4 STUDS ®SPACING
PER PLANS
VERTICAL FILLED CELL
W/ 1-#5 BAR
(2) 16d
a� i n r
WALL
(2)2x4 P.T. W/1/2" DIA.
COUNTERSUNK BOLTS
® 24" O.C. VERT
2 1 f4" MIN EMBEDMENT
WITH 2" SQUARE X 1/8"
THICK HURRICANE WASHER
TOP OF SLAB
CONC. BLOCK WALL CONNECTION
REINFORCED/FlLLED
CONC. BLOCK CELL
1/2" DIA L-BOLT -TT
(8" LONG) W/ 2"
WASHER AT
32" O.C. MAX. 2x6 P.T.
JAMB DETAIL
2x4 P.T. W/ CONC. �2x6 P.T. FROM BOT. OF
NAIL) Al IL UJI.
MUM IV ULU. UNL
iD
EQUAL EQUAL
:x6
'.T.
1/2" DIA L-BOLT
2xi
`"I (8" LONG) W/ 2"
P.1
WASHER AT
32" O.C. MAX.
GARAGE DOOR
OPENING
N
ELEVATION
GARAGE DOOR DETAIL
i
n
U
e
u
II
-(2) 1Od
® 6" O.C.
3 1 /4"
DETAIL AT
90" CORNER
GROUT SOLID
TOP OF CELL
SAWCUT APPR
OPENING IN W.
SAWCUT APPR
OPENING IN W,
25" MIN. LAP
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER FBCR 2017 (6TH EDITION).
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2017 FLORIDA BUILDING CODE.
3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX
4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN.
1" COVER ON 6 MIL POLY VAPOR BARRIER OVER
COMPACTED CLEAN FILL.
4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4"
COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE
SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94'.
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING
FIBER MESH CONCRETE.
5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90.
6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
AS DEFINED IN ACI 53-99. f'm = 1500 psi
B. REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30".
9. OMIT
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
11. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH
1/2" 3/4"
5/8„ 7/8" 6"
3/4" 1 7"
7/8 1 1 /B . 8"
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R90VED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
12. MISSING DOWEL PLACEMENT-
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
0
-w
6" DEEP HOLE FOR
_T IN EPDXY ADHESIVE
BLOCK WALL
25" MIN. LAP OF REBARS
3,000 PSI CONCRETE FILLED CELL
W/ #5 BAR
SAWCUT 1"W. OPENING IN WALL
FROM TOP TO BOTTOM FOR FULL
HEIGHT REBAR PLACEMENT INTO
CELL - FILL SOLID W. CONCRETE
X 6" DEEP HOLE FOR
w #5 BAR SET IN EPDXY ADHESIVE
ADDED REINF. FILLED
BLOCK CELL DETAIL
NOTES:
-DRILLED HOLE TO BE CLEANED PRIOR TO
DISPENSING ADHESIVE
-EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE
-REBAR DOWEL TO BE CLEAN AND OIL FREE
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP.
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
PINE, HEM -FIR, OR SPRUCE -PINE -FIR,
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED AT 6" O.C- MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE NOTED.
7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN
ARE TO BE #2 OR BETTER, SPECIES GROUP II
8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
AS PER DRAWINGS.
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM_
11. NAIL PATTERNS:
-DOUBLE PLATE AT 12" O.C. OUTSIDE THE
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12" O.C.
-DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
EA. EDGE, 12" O.C. INTERNALLY.
-HEADER TO STUD- 4" O.C. EA. HEADER MEMBER
-STUD TO TOP OR BOTTOM PLATE- (2)16d END
NAILED OR (2)16d TOE NAILED EA. SIDE
-ALL INTERIOR HEADERS TO BE (2) 2x
WITH 1/2" FLITCH GLUED AND NAILED
WITH 16d AT 8" O.C. STAGGERED.
12. ROOF SHEATHING TO BE MIN. 15/32" COX
PLWOOD NAILED PER ROOF NAILING PATTERN
DIAGRAM.
13- ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN
AND/OR MANUALY.
14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS.
16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2"
SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5"
UNLESS NOTED OTHERWISE.
17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR
GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED
ALL PLANS, DETAILS, AND NOTES ON THESE
DRAWING ARE PROPRIETARY AND CANNOT BE
USED, TRANSFERED, OR OTHERWISE REPRODUCED
WITHOUT THE APPROVAL OF RENAR HOMES
OROOF EDGE J O I d
- - - - - - - - - - - --
y�A lO O i O ROOF
EDGE
2 I 1 2o RIDGE -4
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lO ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C.
O ZONE 2-USE ad RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS
® 6" O.C. ® 4" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. UC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-16-18
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PROJECT
NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14.816.1 CUBIC FEET
SHEET
A 6mO
INSTALL SIMPSON HTSM16
W/ (8) 10d NAILS TO TRUSS ATTACH
STRAP TO LINTEL W/ (4) 1/4" x 2-1/4-
MIN TAPCONS VERIFY NUMBER OF TAPCONS
WITH CONNECTOR SCHEDULE
8" X 8" X 16" —
CONCRETE LINTEL
BLOCK FILL WITH
CONCRETE AND
(1) #5 BAR
ALTERNATE TRUSS ANCHOR DETAIL
N.T.S.
LINTEL BLOCK TOP COURSE
FILLED W/ GONG. & 1-#5 1
Z Z
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ZWK
TOP OF LOWER i = a
BLOCK WALL F-
#5 BAR DOWEL
W/ STD. 90- HOOK
2x6 RAFTERS
AT 24" O.C. MAX.
2x4 VERT. STUDS
® 4'-0" O.C. (PLACE
ABOVE TRUSS BELOW)
PRE-ENG'RED SEE
TRUSSES NOTE #4
NOTES:
1. HURRICANE CONNECTORS REQ'D
AT 8'-0" O.C.
2. PROVIDE "H2.5" OR "LSTA18"
AT EACH RAFTER END
3. PROVIDE 2x8 RIDGE BOARD
WHEN APPLICABLE
4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES
AT LOCATIONS WHERE VALLEY FRAMING DOES
NOT BEAR ABOVE TRUSS
TOP OF HIGHER
BLOCK WALL
#5 BAR DOWEL
W/ STD. 90' HOOK
VERTICAL FILLED
CELL W/ 1-#5 BAR
BLOCK WALL HEIGHT
TRANSITION DETAIL
EL 36" ABOVE
ADJACENT FLOOR
5x5xf" WELDED
FLANGE
ALCOA TRADITIONAL "F" CHANNEL W/
5/8" CASEHARD "STUB" OR "T" NAILS
1 p I d1NAILSC®INOCOD.C: IN WOOD R NTH PRE-ENGINEERED
1" 1" 3" 0 x 1/4" ROOF TRUSS
STEEL PIPE L 2X2 NAILED TO EVERY
®" TAPCON OTHER TRUSS TAIL W/
TYP.4 U r� (2)-10d NAILS
5x5xX' WELDED CONCRETE "U" BLOCK
FLANGE TIE -BEAM TOP COURSE
1 _
HORIZ. 2X2 NAILED TO
BOLLARD DETAIL VERT 2X2S w/ (2)-10d
NAILS
ALUM. NAILS 0.12 DIA.
SHANK 3/8" DIA HEAD
1-1/2" LONG ® 6" O.C.
ALUM. NAILS 0.12 DIA_ SHANK
3/8" DIA HEAD 1-1/2" LONG -
(2) PER SOFFIT SEGMENT
"ALCOA TRADITIONAL VENTED
SOFFIT DETAIL ALUMINUM SOFFIT #V-144
N.T.S.
ROOF STEEL, N
SHEATHING OR WOO1
SIMPSON STRONG -TIE PANEL
'H2.5' OR 'LSTA18'
AT EA. END OF 2x4 ANCHOR'.
VERT. STUD
NOTE #4
HAND
FRAME
VALLEY
DETAIL
THIS DETAIL
APPLIES ONLY
WHEN AN INDIVIDUAL
2x6 RAFTER
HORIZONTAL
SPAN IS GREATER
THAN 8'-0"
O.S.B. SHEATHING
OVER WOOD TRUSSES
STUCCO FINISH ON
METAL LATH
BOND BREAK
(2) LAYERS 15#
FELT
MEMBRANE BRIDGE
FLASHING
FLASHING / CONTROL
JOINT
STUCCO FINISH ON
BLOCK
FLASHING DETAIL AT ROOF
FRAMING ON MASONRY
ROOF
SHEATHING
EXPANSK
STRIP &
® JAMB
HEAD LO
(ONLY)
MORTAR JOINTS
1/4" TO 3/8"
(TYPICAL)
8"X8"X4"
(NOMINAL SIZE)
GLASS BLOCK UNITS
PANEL ANCHORS &
REINFORCEMENT
EVERY OTHER
COURSE OR 16" 0_C.
WHICHEVER IS LESS
ASPHALT EMULSION
THIN MORTAR
SILL LOCATION
GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE)
MORTAR: TYPE "S" PER ASTM C 270.
REINFORCEMENT: LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT —WELDED CROSS WIRES AT 16" O.C.,
HOTT DIPPED GALVANIZED.
PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT BOTH
JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10
WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILT] KWIK BOLT II.
EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE.
SEALANT: SILICONE TYPE.
GLASS BLOCK INSTALLATION
USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS
WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE
THROUGH THE WOOD DECK BY AT LEAST 1/8"
PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE
AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE
ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE
SHINGLE SIDE VIEW
SHINGLE NAILING DETAIL
HIGH WIND OR STEEP SLOPE N.T.S.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDI
MICHAEL C. ANDERSON
tad/TI /a
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-16-18
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PROJECT
NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,816.1 CUBIC FEET
SHEET
A6ml
CORNER_`
^ \�
FLASHING
TAPE VVV
CORNER
FLASHING
TAPE
FLASHING
TAPE
SIDE
FLASI
TAPE
FIN
CORNER WINDOW TOP
NAILING
12111111=010I•IM
WINDOW BOTTOM
SILL FLA
SIL
1. CUT THE WATER RESITIVE BARRIER (1C)ATER RESISTIVE BARRIERI
I 19ST CUT I
I ITH CUT,
I I I I MAKE A 6" CUT UP
I I �3R91 I FROM EACH TOP
I I CUTI I
CORNER AT A 450
I I 1 ANGLE TO ALLOW THE
I I 450I WATER BARRIER TO
I I �� I I BE LAPPED OVER THE
I FIN AT THE j j/-�2ND�- I I THE WINDOW.
HEAD OF
OL�_ CUT _�SI
L— — — — — — — — — — — — J
2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE
OPENING AND STAPLE TO INSIDE WALL FOLD TOP FLAP UP AND TEMPORARILY FASTEN
3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT
OVERHANGS i" TO THE EXTERIOR.
NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP
EACH SIDE OF THE OPENING.
4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (V FROM
EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE
IT TO THE WATER RESISTIVE BARRIER.
5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE
OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT
ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G).
NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS.
1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4' LONGER THAN THE FRAME
HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE
WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2"
BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. I
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS
SHOWN.
NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN.
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C)
4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES
OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL
CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE
COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE
BARRIER AT BOTH UPPER CORNERS OF THE WINDOW.
NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D)
l
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ROOF SHEATHING
2x4 BLKG. ® 48" O.C.
ALUM. FASCIA
& DRIP EDGE
(2) 16d COMMON NAILS AT
EA. 2X4 LADDER FRAMING
GABLE END TRUSS
AIR -INFILTRATION BARRIER
OVER EXT_ SHEATHING (SEE
EXT. ELEV. FOR FINISH MAT'L.)
ROOF
SHEATHING
HURRICANE STRAP
® EACH TRUSS PER
FRMG. PLAN —
TRUSS SETBACK
PER FRMG. PLAN
NAIL (2) 16d EACH SIDE
�- 2x4 BLKG. ® 48' O.C.
PRE-ENG. TRUSSES
® 24" O.C.
2x4 45' CROSS BRACING
AT TRUSS MID -PT. AND AT
8'-0" O.C. (MAX.)
12
PER FELEV.
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0" O.C. REFER TO
FRAMING PLAN
(2) 16d COMMONS
TOE NAILED EA. SIDE
8x8 U-BLOCK TIE -BEAM FILLED
W/ CONC. & (1) #7 BAR CONT.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FDTN. PLAN
GABLE END SECTION @ HIP ROOF Y-Y
TOE NAIL (2) 16d EACH SIDE
2x4 TRUSS TOP CHORD
BLKG. @ 48' D.C.
PRE-ENG. TRUSSES
AT 24' D.C. —
2X4 45" CROSS BRACING
W/(2)16d NAILS AT EA.
TRUSS WEB MEMBER
2x4 45' CROSS BRACING SCHEDULE
SPAN BRACING REQ'D.
GREATER THAN 20 FT. SPACED 4'-0' O.C.
10 FT. TO 20 FT. (3) PAIRS AT 1/4
LESS THAN 10 FT. POINTS (1) PAIR AT
MIDPOINT
2x4 TRUSS BOTTOM
CHORD BLKG. AT
4'-0' O.C. REFER
TO FRMG. PLAN —
(2) 16d
COMMONS TOE
NAILED EA. SIDE
8x8 U-BLOCK TIE -BM. FILLED
W/ CONC. & (1) #5 BAR CONT.
VERT. #5 BAR AT EA. REINF.
FILLED CELL PER FDN. PLAN
GABLE END SECTION X-X
7/16 DSB DECKING
2x4 BLKG. @ 48' D.C.
ALUM. FASCIA & DRIP
EDGE
(2) 16d COMMON NAILS AT
EA, 2X4 LADDER FRAMING
2X4 STRONGBACK IF GABLE TRUSS IS
�— TALLER THAN 8'-0'
GABLE END TRUSS SET 3/4'
FROM FACE OF CONC. BLOCK
7/16' SHEATHING OVER GABLE
END TRUSS FASTEN WITH 8d
NAILS AT 6' O.C.
I
2X4 'T' OR 'L' STRONGBACK AT GABLE
VERTICAL LONGER THAN 48' - CONNECT
WITH 12d NAILS AT 12' D.C,
SIMPSON HETA20 AT EACH TRUSS
VERT WEB MEMBER (24' O.C. MAX)
COMMON
NAILS AT 6' O.C.
TO 2x6 P.T.
PLATE
_LV16d
STUCCO FINISH OVER FRAME
CDNSTRUCTIION
APPLIED 2 LAYERS OF AN APPROVED
N
WATER RESISTANT BARRIER MATERIAL
DR I LAYER OVER AN APPROVED HOUSE
WRAP,
EXPANSION JOINT
AT STUCCO FINISH
2x6 P.T. PLATE
CONT. W/ 1/2'x
8' ANCHOR BOLTS
@ 32' O.C.
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
10-16-18
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NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,816.1 CUBIC FEET
SHEET
A 6m2
OPEN TO
FAMILY RM.
BEYOND
BAR TOP
Eno m
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KITCHEN
FAMILY RM.
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36
0
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24
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BREAKFAST
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RAD.
[01 N mil
B 15
FILLER IILLER RNG
KIT. AT RNG. KIT.
NOTES:
1. BATHROOM TOWEL BARS AT 54" A.F.F.
2. BOTTOM OF MEDICINE CABINETS AT
54" A.F.F.
3. TOP OF BATHROOM SHOWER TILE
TO CEILING HT.
4. SHOWER HEADS AT 6'-8" A.F.F.
0 �_ _
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0 0
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MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL i6TH EDITIOI
MICHAEL C. ANDERSON
1D1/ Y//,,
FL. LIC. AR0017305
PLAN REVIEW
MASTER PLAN REVISION
10-16-18
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NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14.816.1 CUBIC FEET
SHEET
A 7mO
ALL DUCTWORK PENETRATING
GE CEILING SHALL BE R-6
GLASS DUCT WORK.
R VENT
I WALL
AC-1
EQUIPMENT SCHEDULE:
MFG.
CARRIER 3 TON
C.U.
CH14NBO360OG
A.H.U.
FB4CNF042
HEAT
05 KW
COOLING CAP.
35,600
HEAT CAP.
34,000
ELECT.
208-230-1
BRKR.
CU - 35 AHU - 30
REF. LINES
3/4 & 3/8
S.E.E.R.
14.00
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RETURN
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DRAIN
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AIR HANDLER DETAIL
HVAC PLAN
1/4" = 1'-0"
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AR COOLED CONDENSING UNIT SLAB MOUNTED mm
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION)
MICHAEL C. ANDERSON
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FL. LIC. AR0017305
7F-7777777,
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MASTER PLAN REVISION
10-16-18
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NO. 17-015-038
DATE DRAWN 8-7-18
DRAWN BY MCA
CAYMAN 1763 B3
LIVING 1763 SQFT
GARAGE 387 SQFT
LANAI 148 SQFT
ENTRY 38 SQFT
TOTAL 2336 SQFT
CUBIC VOLUME OF
CONDITIONED SPACE _
14,816.1 CUBIC FEET
SHEET
A 8mO
M
0
12' 4"
23' 0" 15' 0"
PLYWOOD NAILER BY BLDR
12' - 11"
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19' 4"
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FOR ASPHALT SHINGLES.
IF OTHER ROOFING MATERIAL IS USED,
PLEASE NOTIFY TRUSS MANUFACTURER.
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HATCH LEGEND
1 SLOPE CLG
8' - 8" C1g. Hgt.
r 8' - 0" A.F.F.
12'-11"
Truss Load Alert Box
Truss I.D.
Gravity (> 5,000#) / Uplift (> -
Horizontal (> 350#)
n
FILE CO
* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER = °°
(UNLESS NOTED OTHERWISE)
- _ awe=���•d�
* NOTE: ALL CEILING DROPS BELOW BEAM ARE d N = e o
BY BUILDER (UNLESS NOTED OTHERWISE) - 9
' d = s e o y c o o m o
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW a = o y ` _
TRUSS I.D. AND TRUSS LOCATION ONLY. a _' n
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE = c
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
e .- e e H O C e] N
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS
FOR GRAVITY AND UPLIFT LOADS. Q M ' _
FOR BRACING & ERECTION DETAILS REFER " s
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* NOTE: UPLIFT CONNECTIONS FOR ALL COMMON d °�-
TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 = W " 9 T = e!
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE Wes "
(EXCLUDES VALLEY AND PIGGYBACK TRUSSES)
5 N e e
LOADING ROOF FLOOR WIND LOAD _ a N _ ;
m .� .E a c e
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F LIVE LOAD 10* CATEGORY 11 9 0
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ao 5 DEAD LOAD 10 ENCLOSED = E ' e N
TOTAL LOAD 37 G
FBC - 2017 ` _ e
m
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DURATION FACTOR 1.25 TPI - 2014 o T
REVI DATE BY REMARKS
GABLE END TRUSSES REVISED. BALLOON s = 9 9
1 03/13/15 RH
FRAMING REQ e e d
" ❑
BALLOON FRAMING WALLS REMOVED. NOTE _ = r =
2 08/21/15 RH REMOVED ; 5 " = e ; o,
LAYOUT UPDATED W/ CURRENT ENGINEER = _ '�
3 08/21/15 RH ;NAME a o d M=" e�
—
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4 10/12/17 RH LAYOUTUPDATED d fi: _ s "
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5 10/ 12/ 17 RH EYEBROW TRUSSES ADDED OVER REAR PORCH j , cc
6 08/29/18 RH UPDATED CODE E "
c o e o E e o=
O > O 6.- u !� a >•
E An
N L e R
7 08/29/18 RH EXTENDED LANAI2'
It is understood that above = p e �'
conditions have been reviewed J APPROVED E e = e o c
v w ac v o a
& are acceptable for the
fabrication at trusses, ❑ APPROVED AS NOTED =.9 E € N
elevations, pitches, overhangs,
fascias,ceiling REVISE AND RESUBMIT
��9�.NeNNe
elevations/pitches, bearing d 9 e a _ m=
-londitions & all detail pertaining REJECTED N a c s E w
to this truss placement plan. No �E ❑
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back charges will be accepted 9
DATE T-
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AD
without previous written = = o o
approval from an A-1 Roof " ` S
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