HomeMy WebLinkAbout2020-04-19 Mabel Ooms PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 PLAN REVIEW REVISIONS
OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:
OPENING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN
ID
APPROVAL PRESSURES
3068 FIBER-CLASSIC HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:
EXTERIOR SWING DOOR 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 - 40.0 PSF
W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. MASTER PLAN REVISION
STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW(FULLY THREADED) HEX 2-3-19
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.
w
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)
o W � �
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) w q co
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. FLi7499.2 +/- 60.0 PSF (MIN) Q;
� qq
PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA.
0 GLASS BLOCK 8"X8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 18-0129.17 +/- 90.0 PSF (MIN) q 0 (.�
\ � O
ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) N
Q 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) 44
MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS ^�I
0 FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 55.0 PSF (MIN) W N �-I Q41
3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16"O.C. MAX. w
W \ Q)
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30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND
UNDERLAYMENT SATURATED PRODUCTS INC. « >> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 CAI `I
ORGANINC FELT THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. C)
ALV.ROOFING NAILS,11 OR 12 GA.,WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO
ASPHALT SHINGLES HERITAGE TAMCO BUILDING « >> ENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"ABOVE BUTT FL18355.1
PRODUCTS, INC. DGE,APPROX.1 &13.1/2 FROM EACH END&1/2 ABOVE EACH CUTOUT.
AMERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS
EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS « » ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN)
u7
LO
rn
LL ANCHORS ARE 1/4"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) FL 22270.1 PER MANUF.
HURRICANE SHUTTERS 8"GAUGE GALV. EASTERN METAL SUPPLY >> PACING OF ANCHORS PER MANUFACTURER'S SPAN CHART SPAN CHARTS C) �
;TEEL STORM «
ANELS �■.� co U
0 J M
o (!) _ Q LL Op
x
Lu p O N
TABLE R301.2(1) Z 0 Uj J O
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LL J m Q N_
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN m Q IL � V
SNOW Speed Topographic DESIGN r Weatheringe Frost lineb Termite DESIGN UNDERLAYMENT HAZARDS9 FREEZING ANNUAL 1 have reviewed the above product approval COMPONENTS AND CLADDING WIND PRESSURES PER
LOAD (mph) eflectsk(NA) CATEGORY depth TEMP REQUIREDh INDEX TEMPI information and approved it. PROJECT & CODE DATA 2017 FLORIDA BUILDING CODE Q L) ¢ ti U
N/A See Fig.R301.2(4) N/A Negligible WA Very N/A N/A N/A Z
Heavy Name:�Z�u�,� /�t�5�t USING INTERIOR ZONE COEFFICIENTS � U - W
For SI: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. U') O
. *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) AREA OF OPENINGS DESIGN ti =
a. Weathering is"neglible"for concrete as determined from the Weathering Probability Map[Figure R301.2(3)]. The grade of masonry units shall be determined signature (SQ. �•) PRESSURE co a
from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652.
IJJ
Reserved. � 2ov173, 0= TYPE OF CONSTRUCTION: CBS X FRAME -j
c. Termite infestation per Figure basic win speed
heavy" Certification Number: 0 to 19.9 27.7 PSF / -30.0 PSF IL
d. Wind speed shall be from the basic wind speed map[Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance
with Section tdo1e des. L / /�y,� 20 TO 49.9
e, The outdocedesign dry-bulb temperature shall a selected
pefrom the columns tl c 1/2-percent values
eatherter from Appende rofthebythe Building Code, Date' "7 /I 9 l �tJ BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED 26.4 PSF / -28.0 PSF
Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local Gimates or local weather experience as determined by the building official.
f. Reserved.
g. The applicable governing body shall,by local ftoodplain floodpiain management ordinance,specify(a)the date of the jurisdiction's entry into the National Flood ULTIMATE DESIGN WIND SPEED•140 MPH 160 MPH X 170 MPH 50 TO 99.9 24.7 PSF / -27.0 PSF
Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the 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 authority having jurisdiction,as amended. 1 00 TO 499.9
h. Reserved. NOMINAL DESIGN WIND SPEED: 124 MPH 23.5 PSF / -25.0 PSF
j. Reserved. DRAWING INDEX 500 AND ABOVE 20.6 PSF / -22.0 PSF PROJECT
k. Reserved. BUILDING CATEGORY: II
USING END ZONE COEFFICIENTS NO. 17-015-001
NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES EXPOSURE: B AREA OF OPENINGS DESIGN DATE DRAWN 3-22-20
WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS CVR INDEX / PROJECT INFORMATION
THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (SO. FT.) PRESSURE DRAWN BY MCA
SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. A-1.0 FOUNDATION PLAN IMPORTANCE FACTOR: 1 0 to 19.9 27.7 PSF / -37.0 PSF CAYMAN 1560 B1
A-2.0 FLOOR PLAN
MEAN BUILDING HEIGHT: 15' 20 TO 49.9 26.4 PSF / -34.0 PSF
NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE A-3.0 BUILDING ELEVATIONS 50 TO 99.9 24.7 PSF / -31.0 PSF LIVING 1560 SQFT
REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE OVERHANG: 1.33 FT ROOF PITCH: 6 /12 100 TO 499.9 23.5 PSF / -28.0 PSF
FLAME SPREAD INDEX OF NOT MORE THAN 200 AND A-4.0 ROOF / FRAMING PLAN COMPONENTS AND CLADDING WIND PRESSURES: 500 AND ABOVE 20.6 PSF / -22.0 PSF GARAGE 372 SQFT
COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 A-5.0 ELECTRICAL PLAN LANAI 144 SQFT
AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE)
THAN 450. A-6.0 WALL SECTIONS / NOTES SHUTTERS: YES X NO ENTRY 86 SQFT
A-6.1 WALL SECTIONS / NOTES
ATTIC VENTILATION CALCULATION: IMPACT RESISTANT ASSEMBLY: YES NO X
VENTILATION REQUIRED: A-6.2 WALL SECTIONS / NOTES TOTAL 2162 SQFT
ATTIC AREA - 2,353.3 SQ. FT. ROOF LOAD: CUBIC VOLUME OF
VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SO. FT. A-7.0 INTERIOR ELEVATIONS
PARAMETERS: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF CONDITIONED SPACE -
LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8" WIDE SOFFIT = 49.0' - MICHAEL C. ANDERSON
SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + x ,.N + (49.0' x .6T) = 296.0 HVAC PLAN - 12,480 CUBIC FEET
NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL
VENT NARROW
RROW PATTERN SOFFIT = 11.7 S A8•0 BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF4 SQ. IN. / SQ. FT.
VENTILATION PROVIDED:
(NON-CONCURRENT)
SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SO. IN. / SQ. FT. X 1 SQ. FT. / 144 SO. IN. = 24.14 SQ. FT.
CONCLUSION: = SHEET
VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE -- �
MICHAEL C. ANDERSON, ARCHITECT OF RECORD -r �����
FL. LIC. AR0017305
1020 SW PROANCETOWN LANE, PORT ST. LUCIE, FL 34953
CVR
(772)418-2118 ; .
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
N 6x6 - 1Ox10 WWF
CONC. 6x6 - 1Ox10 WWF w OR FIBER MESH
SLAB OR FIBER MESH Q CONC. 8"
> SLAB PLAN REVIEW REVISIONS
d VARIES
--- 0 GRADE �- - 0
2
2-# _I 2 #5 BA S
BADS 811 BARS
8"1 l-4 s 1'-4" 2'-0„
A DETAIL g DETAIL C DETAIL
1 1 1 MASTER PLAN REVISION
2-3-19
6x6 - 10x10 WWF
CONC. w OR FIBER MESH
SLAB Q CONC. 19_0» SLOPE
? SLAB
o GRADE 2_ GRADE
2- 1 12"(MIN) 2 AAS
22'-0" 16'-0" BA S BELOW 89 -4' 1'-4" O q
6'-8" 3'-10" 6'-8" 3'-10" 1'-0" 36"X36'X16" DEEP D DETAIL F DETAIL cy)
CONC. FTG.
EACH WAY W/ (3) #5 1'-0" 1 1
C D 7, ,E q �1
■ ■ ■ ■ ■ ■ - - - - - - - - - - - - - ■ ■ CONC. 1-#5 CONC. 1-#5 q O ~
I ■ SLAB BAR SLAB BAR \ O
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1 1 ~8'-8" 3'-8"
ILoI I ti
■ I 1 I F 5 1/2" FRAME
■ ■ 7 5/8" ({BLOCK w \
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— — — — CONC. CONC. 2-#5 CONC. Of
— -I 00 SLAB >ft SLAB BAR SLAB > CO
i J RECESS SLAB I 14- — C�
I i FOR S.G.D. I _I • • -I
0
I II I
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■ I I I J DETAIL - S.G.D. K DETAIL H1 DETAIL
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SLAB VARIES1. CONC. RECESS Lo
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---- ----
-- • ---- __--- GRADE It o0 0 m
0 7 5/8" 1 1/ o RE�ESS 2_�# �I 4„ 8»
M I WC ® I I I I BAf� 3 ;mm4 � _ � 0)
SINK W/
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1 1 I _ G1
DETAIL _ J Um) �c
° 0 o�0DISP• DETAIL MDTAIL 4 � LL NSHWR. rh o' - 0 z W >
11'-7 5 8" LL a --Jl Q 0Q
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-poI RECESS SLAB REFERENCE I I I A 1 z c j
U
I 3 1/2 FOR I I n PIPE SLEEVE (DIA. W F= cco Q
a SHOWER FINISH FLOOR 1 LARGER THAN PIPING Q U � N U
■ I 4" 2500 PSI CONC. SLAB W/ I I THRU FTG.) I 1 2" V.T.R. w W W
to ao I FIBER MESH, ON 6 MIL. POLY 3" MIN. r` JIL " '� co cn Z
I VAPOR BARRIER OVER TERMITE ■ FTG. PER
TREATED COMPACTED CLEAN DEPTH I �\\I\3 V.T.R. ri d
FILL COMPACTED TO A MINIMUM 3" MIN. DETAIL i I
I
DENSITY OF 95% AS _ 3 MIN., I I �\\ I J
DETERMINED BY ASTM D-1557 —
00 NOTE: ALL FOOTINGS DESIGNED FOR FOOTING & I I \ �� 2" I "
1 w. 1 1 2 500 PSF SOIL BEARING CAPACITY I » 12 V.T.R.
rHl REBAR 2 1 SINK JII-
r7 C° 1 -0 1 -0 TRANSITION LAV I » �i I
C0 I INDICATES C.M.U. CELL FILLED 1
mq
1 I rA W/ CONCRETE AND (1) #5 VERT. �I I I LAV '' I
cD I REBAR CONT. FROM FOOTING TO — — — — — — — — !AC — d- — — PIPE THRU
1 TIE BEAM (TYPICAL) r ■ PF FTG. DETAIL PROJECT
■ TUB/SHWR I "
I 1 3 2
I I 3" WASHER NO. 17-015-001
rHl I
a
WC 61 1 I 7'-11 7/ _ 2„ I W.C. DATE
i� DRAWN 3
LAV 1 CONC. TUB I 2" 3„ 3" V.T.R.I DRAWN BY MCA0
■ '�!/ I I A/C PAD SHWR. �r I 3„
�- - - - - - - .� I � ' I i CAYMAN 1560B1
r I
DIAGONAL I I I
I I LIVING 1560 SQFT
I ( I COND DISTANCE I 1 CLEAN
0 I 2'-10" 2'-6" W Lol
2»"1
r I o I W I DIMENSION FROM I I OUT GARAGE 372 SQFT
I 0 I INSIDE CORNER I w»C. I 3" 3" MAIN
1'-1 5, 8" I p ao
I A TO
\ I I D N M I D OF FORMBOARDS I 1 LANAI 144 SQFT
1 d ( 1 0 1 ' AC 69 — 1 " 2" 1 OR SEPTIICSEWER TANK
■ I N ENTRY 86SQFT
� I • . I I AD = 59' - 10" SHwR. SCHEMATIC PLUMBING RISER
I I I I
BE = 6 g'— 6" TOTAL 2162 SQFT
s I I ■
0 � _ i I BF = — 3
I A o ,- o CUBIC VOLUME OF
I I I I I HB DIMENSIONS ARE MICHAEL C. ANDERSON CONDITIONED SPACE _
i po i- SLOPE DOWN 1
I I _ _ I F AT GAR. DOOR m00 I o ROUNDED TO THE �r�~�h'~'' �, 12,480 CUBIC FEET
X'o I I CLOSEST INCH
I- - - - - - - - - - - c'� - -j
. ■ SHEET
B G ti-
4'-4" 1 A FOUNDATION PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD , ' l j[Z0
20" 16'-0" 20" FL. LIC. AR0017305
1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 f = :`� �- loO
12'-4" 6'-4" 19'-4" (772)418-211$
38'-0" PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
2-3-19
ti
22'-0" 16'-0" DOOR SCHEDULE � �
10'-6" 1'-4" O � Q4 d'
0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS W C/) q CYJ
Og +6'-8" g +6'-8" C.B. COLS.- `� 1 3068 W/ 64"X7"X2 1 g 05 1 EXT. DOOR
HDR. HT. O HDR. HT. _I SIDE LIGHTS 6.2 S.F. MUNTINS IN SDLTS n
TOP + 6'-8" A.F.F. O "�
96X80" .58 .25 1 EXT. DOOR q Q
■ ■ ■ ■ ■ ■ ■ ■ 2 8068 S.G.D.
R/S �"�- P.C. HDR. ABV.- - ■ 53.3 S.F. \ 0
EGRESS
- - BOT. + 6'-8" A.F.F. GARAGE DOOR W/
® r $'=0" CLG. - - - - - 3 2868 SOLID CORE 1 SELF CLOSING 44
DEVICE � 44 ^�
4 / 8' 8" CLG. ^y
o �' v 15'-s 3 4" 15 -0 COVERED PATIO
HB , 0 4 2868 6 INT. DOOR W
i 1 8 CLG. I - I2'-o" ■ 8 CLG. I , W
O
R/S 1 TYP. 8'-0" 4'-0" I 5 2068 POCKET 1 INT. DOOR W
0 _ R/S_ + I I w
I I IN I 20 I 6 2068 1 INT. DOOR r
CD (nW
■ ® 1 MASTER BEDROOM ■ ■ ■ ■ 0 a'
1 8' CLG. I COFFER 1 7 1668 1 INT. DOOR r
zz
L - - - - - - - - - J 15 -9 1/4" 0
- - ® 1 14
R/S . 8 4068 BIPASS 2 INT. DOOR 0
N "' DINING ROOM ■ �1
= 10 M.C.- VAULTED CLG. 9 2068 BIFOLD 1 INT. DOOR
N 1
1 `O 7 8' CLG._011 1 B
■ 0 0 o O 10 2868 POCKET 2 INT. DOOR
04
1-1 1 „ +6'-8"
HDR. HT. 00 15 2 1/4 10'-3" ■ HDR. HT.
0 1 11 16070 OVHD. DOOR 1 GARAGE DOOR
in O r I FLAT 5'-0"
I BARTOP T_
0 "IQ T_
M N
00cn
GREAT DOOM ---_-___ WINDOW SCHEDULE o CD
I CATHEDRAL CLG. fl
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- " 0 1 ; ; O SIZE FRAME AREA U FACTOR SHGC Q REMARKS c, J ti
w J c x
SINK W/ ■ Q
110DISP. A 35 SH 52.125"X62" .55 .22 ° Q CO
■ I IID o 1 MUNTINs = ir N
co II 0 22i4 S.F. z 0 J o
0 B M I I I 0 36 X62 J CO 0 � cv
w i 1 11 KITCHEN B 25 SH 15.5 S.F. .49 .24 4 Z -� ti
+6'-8" II VAULTED CLG.
HDR. HT. �`' N I 11 0 4'W. X 3'-4"H. 48"X40" W � cp U
0 - LI C DEFAULT DEFAULT ~
I ■ I GLASS BLOCK 13.3 S.F. 1 Z N Q � U
r� - '� OBSC. TEMPERED x cn
LO i BEDROOM N D LG.#3 I » ''� 6.6 5S.F 7.375" W �-- Lu
15 -8 1/4 I 10 -0 1/2 p 1/2 33 SH .54 .25 1 cA Z
_ E .56 .25 1 15 LITE
64 W.x36 H. 63.0 X35 X60.0 RX27 M d
10 LEG
■ 7'-4 1/2" 1 4'_4'p 5'-11" EYEBROW (28" LEGS) 14.4 S.F. J
1 8 CLG. RO W
I 5 SH. 1W. SHELF ~
H
00
ABV.
7'-9"
8' CLG. 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY
4 WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY
iv R/S O N AC D ■ DRYER EGRESS REQUIREMENTS.
M.T. PROJECT
�O -Ir
18' C � O V.T.W.■ L
+6'-8" 7'_g�� ® 13'-7 1/2" 7'-1 3/4" 18'-3 1/2" NOTES: NO. 17-015-001
31 IN 1. WOOD STUD SPACING: (UNLESS DATE DRAWN 3-22-20
I HDR. ° VAULTED CLG.
N10 OTHERWISE NOTED ON PLANS HT 2,_8�� z awl 1 `� -EXTERIOR FRAME WALLS AT 16" O.C. DRAWN BY MCA
LO 0< irk O -INTERIOR FRAME BRG. WALLS
M.T. _ _ _ -INTERIOR FRAME NON-BRG. WALLS CAYMAN 1560 B1
o R/S =
I - - - �n cn ■ ■ I � i I 22"x54" ■ Ac AT 24" O.C. „ LIVING 1560 SQFT
N \ i x ATTIC ACCESS COND -KITCHEN CABINET WALLS AT 16 O.C.
E HDR. HT. - 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE GARAGE 372 SQFT
® ® 10'-4" UNLESS OTHERWISE NOTED
ABV. I GARAGE 3. CONC. BLOCK WALLS ARE DRAWN LANAI 144 SQFT
N 8' CLG. 7 5/8" WIDE UNLESS OTHERWISE NOTED
o_
I ■ » 4. TOOL CONC. BLOCK JOINTS INSIDE ENTRY 86 SQFT
`n 6'-0" 1'-8 3'- 3/4' LG. H ■ GARAGE WALLS (BRUSH & CLEAN)
CLG. HT.
0I ■ 5. DOOR & WINDOW ROUGH OPENINGS TOTAL 2162 SQFT
SHALL BE PROVIDED BY BUILDER
BEDROOM #2 8"W. ARCH ABV. 6. TOP OF TYP. BEARING WALL +8'-0" CUBIC VOLUME OF
8' CLG. SEE ELEV. HB UNLESS OTHERWISE NOTED MICHAEL C. ANDERSON CONDITIONED SPACE _
O TOP OF FOYER SCAR
EGRESS x I 7 RED ABOVE
HDR. HT. 1 12,480 CUBIC FEET
0 0 11 in
■ ■ ■ ■ Q 8. SEE STRUCTURAL NOTES FOR
00 ■ FLAT ARCH ■ oo m o ■ ■ ■ ■ ADDITIONAL INFORMATION _ SHEET
4'-4" SOFFIT ABV.
1'-4" 1'-4" N FLOOR PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD
20» 16 -0 20 FL. LIC. AR0017305A 2mO
„ 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
12 -4 6'-4 191-410
(772)418-2118
38'-0" PLANS DESIGNED' TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
i
ATTACH 1-1/2' X 4-1/2' P.T. BUCK TO BLOCK WITH:
CONC. OR MASONRY HEAD: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM
CORNERS, 3' & 6' FROM MULLION. JAMBS: 1/4' X
3-3/4' TAPCONS SPACED 4" FROM CORNERS, 18.94'
O.C. MAX.
0 ..
DRYWALL BOARD O a ° CEMEN7177OUS FINISH
DOOR TRIM PERIMETER CAULKING
PLAN REVIEW REVISIONS
ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM
HEAD: #10 X 2-1/2' PFH WOOD SCREWS SPACED 4'
FROM CORNERS, 3' & 6' FROM MULLION. JAMBS:
#10 X 2-1/0 PFH WOOD SCREWS SPACED 4' FROM
CORNERS, 18.94' O.C. MAX.
12
HEAD/JAMB DETAIL (2X BUCK) 16
EXT DOOR MASTER PLAN REVISION
3/4'x 4-1/2'P.T. BUCK SET IN DOOR THRESHOLD SET IN BEAD OF CAULK AND 2-3-19
CONC OR MASONRY SEALANT AND SECURED W/ FASTENED TO SILL WITH 1/4" DIA. X 2-1/4' TAPCONS
CASE HARD NAILS 0 12'O.C. (MAX) SPACED Y FROM CORNERS, 3' & 6' FROM MUWON O TOP_OF_BLK.
P - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +8'-0" A.F.F.
ERIMETER CAULKING
FLOOR COVERING
DRYWALL BOARD ° a o�
CEMEN7I77OUS FINISH
DOOR TRIM
• •o O •° ° •o 0
PERIMETER CAULKING On°$' O 00° I�
ATTACH DOOR FRAME TO BLOCK WITH. DOOR TRIM •O
HEAD: 1/4' X 3-3/4" TAPCONS SPACED C CEMENTITIOUS COATING
3` & 6' FROM MULLION. PERIMETER CAULKING ON BLOCK ^y
FROM CORNERS, '\I
JAMBS: i/4" X 3-3/4" TAPCONS SPACED 4' CONCRETE SLAB co
FROM CORNERS, 1&94' O.C. MAX. r
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ TOP OF SLAB
HEAD/JAMB DETAIL (IX BUCK) SILL DETAIL — — — — — — — +0'=bw_ . .r
EXT DOOR EXT DOOR ~
(REF. ELEV.)
12 RIGHT SIDE ELEVATION
�6 1/4" = 1'-0" W r
W
CEMENTITIOUS COATING � ►�
STUCCO FINISH
ON LATH
PERIMETER CAULKING N
W
CONC. OR MASONRY Lo M ~ ^I
1xP.T. BUCK SET IN _ '�I
TOP OF BLK. v1 I�
- - - - - - - - - - - - - - - - - - - - - - SEALANT AND NAILED d r \ O ,�
-I-8'-0" A.F.F. W/1-1/2" CASE HARDENED 11 -7 5/8 w w
J Qo COIL NAILS AT 24" 0/C. 00
MAX. DOOR FRAME co 0
1 -2 7/8 b
FASTEN TO SILL W/
„ \ I cfl r
SCREWS
CEMENTITIOUS COATING DRYWALL BOARD 0 2'-0" 0/C N BO 8"
I- ON BLOCK CAULKING
0I DOOR FRAME E-FLOOR COVERING -
to p FASTEN THRU BUCK W/ o o
= W/3-1/4" x 1/4' (MIN) '�°�o 0.
TAPCONS AT 24' 0/C. MAX
IN PREDRILLED HOLES ^I
TOP OF SLAB BY MANUFACTURER GROUT BED
- - — - - - - - - - - - - - - - - - - - - - - - CONCRETE SLAB r 1'-2 7/8"
(REF. EV.) JAMB/HEAD DETAIL SILL DETAIL L
(SGD) (SGD) O �,
REAR ELEVATION U)
OVERHANG SEPARATIONS1
1/4" = 1'-0"
1/4" = 1'-0" co
U _ rnti
co
Ix3 OR 1x4 P.T. BUCK SET IN O cl) = LL CD
SEALANT AND NAILED ALUMINUM FRAME
W/1-1/2'CASE HARDENED FAS7FN THRU BUCK W/ N
of
COIL NAILS AT 12'O/C 3/16 x3 1/4" TAPCON - 0 CO
/ � z W J � �O �
MAX. SCREWS ®24 0 C J_ m Q co N
CONE OR MASONRY MAX. IN PREDRILLED ALUMINUM FRAME
HOLES BY MANUFACTURER Z u- N
SECURE FRAME TO SILL
PERIMETER CAULKING / W11H SILICONE W H Co ('�
Qo' CEMEN7177OUS FINISH �G CAULKING 12 Q U N U
CONC OR MASONRY 6 F_ Z Q
DRYWALL BOARD 14 OR fx4 P.T. BUCK SET IN W W =
CAULKING SEALANT AND NAILED �o°oob .Qo 4 F- Z
W/1-1/2'CASE HARDENED ° ba ,�,4 N z
ALUMINUM FRAME COIL NAILS AT 12'0 C L
FASTEN THRU BUCK W/ / _
3/16'x3 1/4' TAPCON MAX. PRECAST OR POURED O O M (-
SCREWS®24'o/C SILL TOP OF BLK. W
MAX. INPREDRILLED — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — » — J
HOLES BY MANUFACTURER PERIME7ER CAULKING +$ —0 A•F F W
PERIMETER CAULKING DRYWALL BOARD F-
CEMEN7171OUS FINISH CAULKING
HEAD DETAIL JAMB DETAIL SILL DETAIL
WINDOW WINDOW WINDOW CEMENTITIOUS COATING �_
ON BLOCK o PROJECT
T
NO. 17-015-001
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _TOP OF SLAB DATE DRAWN 3-22-20
RIDGE HEIGHT — — — — +0'-0" A.F.F.
(REF. ELEV.) DRAWN BY MCA
6 SQ. RAISED
+17'-10" A.F.F. LEFT SIDE ELEVATION CAYMAN 1560B1
BLOCKS (PROJ. 3/4") `r 12 1 4" = " NOTES
W/2" SPACE BTWN. "I �6 CEMENTITIOUS COATING 1'-0
TOP OF ARCH ON LATH LIVING 1560 SQFT
+10'-10" A.F.F. 1. WALL FENESTRATION PER FBCR 2017 703.4
GARAGE 372 SQFT
DOD 6'-2" ATTACHMENT PER MFRS. 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS,
ENTRY TRUSS BRG._ _ _ _ _ _ _ _ _ _ _ RAD. RECOMMENDATIONS FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF LANAI 144 SQFT
A.F.F. — — — — — — - 16 OVERHANG PRE-ENGINEERED ROOFING CEMENT.
6"W. RAISED TRIM WDW. HDR. HT. 8 TYPICAL UNLESS ROOF TRUSS
(PROJ. 3/4") +10'-4" A.F.F. OTHERWISE NOTED L 1X2 NAILED TO TRUSS TAILS 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X ENTRY 86 SQFT
W/ (2)-8d NAILS BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED
,gkTOP OF BLOCK A _ TOP OF BLK. u P-i BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT.
— — — — — — — — — — — - — — — — — — "I FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW TOTAL 2162 SQFT
+8'-0" A.F.F. - - - - - - - - - - - - - - -
+8'-0" A.F.F. CONCRETE "U" BLOCK WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2).
TIE-BEAM TOP COURSE
�- ALIGN TOP OF
WALL PROJECTION AT tO °0 ® ® TRIM W/ GARAGE MICHAEL C. ANDERSON CONDITIONED SPACE
CUBIC VOLUME OF
HALL BATH BEYOND r - DOOR HEADER HORIZ. 2X2 NAILED TO
_
0
c° °' VERT. 1X2'S W/ 12d x 12,480 CUBIC FEET
CEMENTITIOUS COATING 3-1/4" NAIL ATTACHMENT PER MFRS.
RECOMMENDATIONS
ON BLOCK BLIG3 WOP OF BANDILL HW/ SEE PI SHEET
STAPLES 0 8" O.C. PER MFRS.
,gkTOP SLAB_ RECOMMENDATIONS ;
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
(REF. ELEV.) FL. LIC. AR0017305 r4
4"W. RAISED BAND (PROJ. RETURN BAND 24" CONTINUOUS VENTED SOFFIT
1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) SOFFIT DETAIL 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953
(772)418-2118 3mO,.�
WINDOW SILL N.T.S. PLANS DESIGNED TO MEET THE REQUIREMENTS OF
FRONT ELEVATION THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
1/41 = 1'-0"
PRECAST HEADER SCHEDULE PLAN REVIEW REVISIONS
ANCHOR SCHEDULE B-x
(SIMPSON STRONG-TIE PRODUCTS MODEL NUMBER) LINTEL CAST CRETE ALLOWABLE ALLOWABLEMEMBER LENGTH TYPE LOAD UPLIFT
DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN B-1 208" 8F16-18/1T 950 PLF 404 PLF
SIMPSON HETA20 < 1810 > 10-10d x 1 1/2
USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) B-2 70" 8F8-1 B/i T 1459 PLF 1272 PLF MASTER PLAN REVISION
SIMPSON MTS12 < 1000 > 14-1 Od x 1 1/2 g-3 42" 8F8-1 B/1 T 3166 PLF 2165 PLF
USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) 2-3-19
B-4 90" 8F8-1 B/1 T 1029 PLF 959 PLF
B-5 54" 8F16-1 B/1 T 6039 PLF 2507 PLF
B-6 70" 8F16-1 B/1 T 1459 PLF 1272 PLF
B-7 112" 8F16-1B/1T 1818 PLF 980 PLF Fes• '� �•
B-8 64" 8F16-1 B/1 T 5365 PLF 2290 PLF
O ~ �
co
o B-5 g-5 _ B-9 112" 8F16-1 B/1 T 1843 PLF 1133 PLF
B-10 208" 8F16-1 8/2T 950 PLF 500 PLF ram, O n q q
� o
8' FL
CLG.
COFFER
I I I :. •• .r. .
(2) HETA20 GLG. L (2) HETA20 W
8F8-1B 8F16-111 #5 REBAR AT TOP '�j c 1'T---- W
(2) HETA20 TYPE DESIGNATION MIN. (1) REQ D
F = FILLED WITH GROUT / U = UNFILLED raj ' :• 1-iiz• CLEAR
W o �
OH 8' FLAT I I — ` ` — ` QUANTITY OF #5 REBAR AT ¢ = C.M.U.F n O
CLG. L — — — — — — — — — J rBOTTOM ❑F LINTEL CAVITY Cfl
8F16-1B/1T 0)
� o !� —GROUT C�
�o #5 REBAR AT BOTTOM
N❑MINAL WIDTH LQUANTITY OF #5 '" ❑F LINTEL CAVITY
I I I B-5 NOMINAL HEIGHT REBAR AT TOP L7-5i8•acrua
8' NOMINAL WIDTH
(
B-8 I I 8' FLAT I
CLG. Lo
Lo
rn
�— N
W N
ui ui J M
VAULTED c Q LL. N
CLG. FRAMING NOTES.
B-5 om:
LL _jM0CC)
�� I I 1. DESIGN LOADS: _j ~
I I WIND: 160 M.P.H. AT 3 SECOND BURST ILL 04
ROOF: 37 PSF (20 L.L./17 D.L.) m W cp C�
� 0 cm
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. Q
WITH 2 EA. 16d TOE NAILED EACH SIDE Z O
Lu(DIAPHRAM AREA w U Ill
Z
VAULTED
CLG. 3• AT BLOCK/STRUCTURAL FRAME WALL N O
CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK M 0-
CATHEDRAL ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. 0 24" J
CLG. O.C. VERT 0 (2)2x4 P.T. VERT. W
H
8' FLAT 4. SEE FRAMING PLAN FOR PRECAST LINTELS
CLG.
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS PROJECT
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED NO 17-015-001
TRUSS DIAGRAMS.
B-3 I I I 8' FLAT VAULTED 8' FLAT DATE DRAWN 3-22-20
CLG. CLG. CLG. 6. ALL HEIGHTS NOTED ON PLANS ARE DRAWN BY MCA
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0") CAYMAN 1560 B1
_(L)2x3 H
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
OH 22"x54" 11-4" SUPPLIED BY TRUSS MANUFACTURER. LIVING 1560 SQFT
>< ATTIC ACCESS OH 8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION. GARAGE 372 SQFT
8' FLAT 2X4 ®16"O.C.
CLG. KNEEWALL TOP ® 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE LANAI 144 SQFT
11 -4 A.F.F.
ENTRY 86 SQFT
(2) HETA20
(2) HETA20 TRUSS GIRDER I
I II
TOTAL 2162 SQFT
I
CUBIC VOLUME OF
— MICHAEL C. ANDERSON CONDITIONED SPACE
(11 H O H _
12,480 CUBIC FEET
.— O ;F�
— — SHEET
Trom:
Io
FRAMING PLAN -= -
MICHAEL C. ANDERSON, ARCHITECT OF RECORD A --•- �''
g_2 P.G. HDR. g_1 FL. LIC. AR0017305
BOT. +6'-8" 2x4 "X" BRACING TYP. 1/4" = 1'-0"
AFF 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953if,:-__„-"
A 4mO
(772)418-2118 ��
2x4 BOTTOM CHORD
BLOCKING TYP.-SEE PLANS DESIGNED TO MEET THE REQUIREMENTS OF
NOTE #2 THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
LEGEND
-0- SURFACE MTD, CEILING FIXTURE
4- PENDANT FIXTURE
MASTER PLAN REVISION
RECESSED LIGHT
3 #1 CU TH H N OR K> WALL MTD. BRACKET @ 72' A.F.F. 2-3-19
AL. EQUIVALENTS FLUORESCENT FIXTURE
2" CONDUIT
WALL MTD. VANITY LIGHT
ELECTRICAL LOAD CALCULATION 150 ® EXHAUST FAN r,
30 CKT0
1560 S.F. AT 3 VA 4.7 kVA PANEL - EXHAUST FAN W/ LIGHT
2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA
LAUNDRY CIRCUIT 1.5 kVA METER V EXTERIOR FLOODLIGHTS w
RANGE 12.0 kVA 150
1 WATER HEATER 3.0 kVA /� CEILING PADDLE FAN
DISHWASHER 1.5 kVA M . C. B•
(PREWIRE OR W/ LIGHT AS NOTED)
DISP❑SAL 1.5 kVA rTl ^ n q q
DRYER 5.0 kVA �SUBTOTAL 32.2 kVA "q`I O
WALL MTD, SMOKE DETECTOR f1>
— — — — �
CEILING MTD, SMOKE DETECTOR o
— — — _ — — j FIRST 10 kVA AT loox 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. �-4
I REMAINDER AT 40% 8.9 kVA O• CEILING MTD, CARBON MONOXIDE DETECTOR W
PREWIRE ( TOTAL OF OTHER LOAD 18.9 kVA
I I I 10 kVA OF AC AT 40% 4.00 kVA -� CHIMES
( I PREWIRE I ( I
— — — — { TOTAL 22.9 kVA -[•] 'y
I \ I I N 0. 4 C U. WI R E--� CHIMES PUSH BUTTON o
I I I 22,900 VA DIVIDED BY 240 V 95.4 A TO U FER GRN D. w ��, �
— — — — I WP POOL SUB PANEL 30.0 A / TELEPHONE JACK ,� M
\ I GFI ( �I "`I
I \ I TOTAL 125.4 A TV CABLE TELEVISION JACK rTl ~
I +5 A.F.F. \ I S p USE 15 0 AMP SERVICE 110 V. DUPLEX RECEPTACLE "ti o
- - -�- J O SCHEMATIC ELECTRICAL RISER
L - - -
• f.._........_.._.. ..._ ._......_.;...................._...j.................. 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
..........
I
_____..._..___...!...__.___.__..____ i...____.._._. ...._.____...-____.__._ _...__.__ <...___.
_ _� _ ACK TO BACK SERVIC
g E 110 V GFI DUPLEX RECEPTACLE o
O 0 220 V. RECEPTACLE
C.M D. S.D. 3
t DEDICATED 220 V. OUTLET
I
E
i
I
110 V JUNCTION BOX
.................s......_........_.a.........................?..... ................. 3
i
42' A.F.F.F
SWITCH @
RHEOSTAT SWITCH @ 42' A.F.F. tLo
ELECTRICAL NOTES
GFI C=______= TP� TOUCH PAD FOR SECURITY SYSTEM 'r N
I o O
co
__.
i I I f l 1 GFI 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION O CENTRAL VACUUM OUTLET LOCATION Ill cV
EXH. I I I ``'� i l UNLESS NOTED OTHERWISE. m �
PRE IRE
II
E
FAN...._ ...... 1 i y±" ...................... .......... SHALL BE D H E ELECTRICAL DISCONNECT W J M
SP.N.I .....W.. �.
=ENI
GFI 2 ALL COUNTERTOP KITCHEN AN BAT ROOM OUTL TS
DISP. GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. o U) Q o
1 I I .....__..._.._ _ _.___._.. ac�rs CAT6 OUTLET W Of 0 n LL N
I I _ 1 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI z W — O
CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. LL
OUTLET FOR - � -� 0 �
CN
+5' A.F.F. I I I i J MICROWAVE _� m pJ
I I 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER Z) Z IL EQUIPMENT
TV 1 / I 11 a - ^h EQUIPMENT AS REQUIRED BY N.E.C. m Q o)W co
U
___ _-1 _. . U N U
PREWIRE -- FI
_
TV I GFI 5. IF NE BRANCH CIRCUITS ARE ADDED:
.............._......i..._...................................... ..>.._..............._........._.................._. A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS W W ~
\ SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY U) Z
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
to
DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, 04
+5 A.F.F. / / I S.D HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED M d
BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER COMBINATION
/ TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH J
W
S.D. I ? CIRCUIT (NEC 210.12 (B)). F-
.................
W. B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE
/ I REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN
D ...........
2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES.
i IS
p• 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH
3 A MANNER THAT THE ACTUATION OF ONE ALARM WILL
_....__...._... ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF
......_ _�-_ _ __k_____ __ PROJECT
� E E o
SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED
{ WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND
E � GFI
UPON ACTIVATION OF ONE ALARM.
GFI NO, 17-015-001
E �
EXH. � f � \ / 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM
FAN I DISC. THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A DATE DRAWN 3-22-20
..... ...::-. -.....__ Y POWER IS
_ ( / COMMERCIAL SOURCE AND, WHERE PRIMARY DRAWN BY MCA
"" € INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY.
2FI S D / WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING
- _-..-. �(�- WITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT CAYMAN 1560 B1
_._.__. _ ......_.._ -�._.._...... YYY
_...E _.... DISC.
�.......
....
_ PROTECTION.
— — — — C.M.D. \ �' ! EXTENT OF AREA
i 22"x54" ACi i FOR VINYL OR TILE NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL LIVING 1560 SQFT
I • / x ATTIC ACCESS COND -...... PER CONTRACT VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
W/ PULL CHAIN 2017 F.B.C.
GFI LIGHT ABV. GARAGE 372 SQFT
GFI
GARAGE DOOR ELEC.
I LANAI 144 SQFT
OPENER PREWIRE PANEL
/
S.D. • - _ - - - - - METER ENTRY 86 SQFT
�
1 / I
Tv I I TOTAL 2162 SQFT
PREWIRE
� CUBIC VOLUME OF
i I MICHAEL C. ANDERSON
CONDITIONED SPACE _
CATS
- - - - - _, _ 12,480 CUBIC FEET
I I _
.......__..........--....
....._.__........ F
_� � r
COACH LTS. SHEET
_ — �
�P �
PREWIRE COACH LTS. ELECTRICAL PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD
PREWIRE _
/ FL. LIC. AR0017305 �_ A 5m0
1 4 = 1 -0 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
NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION PLAN REVIEW REVISIONS
R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
2 ARCHITECTURAL FIBERGLASS SHINGLES OVER ____ ----- STRUCTURAL NOTES: WOOD STRUCTURAL NOTES:
PER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING
ELEV. AND PRE-ENGINEERED WOOD ROOF II 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
TRUSSES AT 24" O.C. (SEE ROOF'NAILING II LINTEL 3 SEC. BURST PER FBCR 2017 (6TH EDITION). ON DETAILS. DAMAGED WOOD NOT TO BE USED.
GRUP 11PINE 2.
PATTERN DETAIL) II2x4 STUDS 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO 2 Fb=1 00 p I, 11,OOUOOORPSI, M CO.W19% MAX.,TYP. MASTER PLAN REVISION
HURR. STRAP 0 EACH TRUSS II PER PLANS 0 SPACING �J THE 2017 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR-LARCH, SOUTHERN YELLOW
REFER TO CONNECTOR SCHED. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM-FIR, OR SPRUCE-PINE-FIR. 2-3-19
TYP. O.H. I o 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
R-30 INSULATION PER ROOF PLAN I VERTICAL FILLED CELL n 1 COVER ON 6 MIL POLY VAPOR BARRIER OVER
I W/ 1-#5 BAR COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
I (2) 16d 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
® 12" O.C. -�� COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE NAILED AT 6" O.C. MAX.
'y Y y Y y y _ -- -TOP_OF_BLOCK I CONC. BLOCK WALL SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
T REFER TO EXT. ELEV. I BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
• (2)2x4 P.T. W/1/2 DIA. {2) 1od RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED. W 1 j2" CLG. GYP. BD. COUNTERSUNK BOLTS ® 6" O.C. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
8"x8" U-BLOCK TIE-BM. FILLED ® 24"��O.C. VERT " TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
W/ CONC. & (1) #5 REBAR CONT. ALUM. FASCIA AND 2 1/4 MIN EMBEDMENT 3 1/4 CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 0 ~
DRIP EDGE UNLESS II WITH 2" SQUARE X 1/8" ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN W �
PRE-ENG'RED PRECAST LINTEL OTHERWISE NOTED II THICK HURRICANE WASHER FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER, SPECIES GROUP II r, �n '�i
SEE SHEET A 4.0 FOR DETAILS ON EXT. ELEV. II DETAIL AT FIBER MESH CONCRETE. 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
CONT. ALUM. II 90° CORNER 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 9, STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
VENTED SOFFIT II TOP OF SLAB 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AS PER DRAWINGS.
NOTE: 1x4 P.T. • WDW. HDR HT. I AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH O
SCREWS FOR DRYWALL ON WALLS: PER PLANS L AS DEFINED IN ACI 53-99. f'm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM.
MAX. EDGE SPACING: 7" PLOYCEL SEALANT MAX. FIELD SPACING: 16" RAISED CEMENTITIOUS EXTERIOR FRAME WALL TO 8. REBAR TO BE SIZE #5 GRADE 40 CONT. 11. NAIL PATTERNS:
SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK TRIM PER ELEV. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.C. OUTSIDE THE
MAX. EDGE SPACING: 7 PER PLANS CON C. B LOCK WALL CONNECTION CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE #4).
MAX. FIELD SPACING: 12 -DOUBLE STUD NAIL PATTERN AT 12" O.C.ALUMINUM WINDOW (REFER TO 9. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
FLOOR PLAN FOR SCHEDULE) EA. EDGE, 12" O.C. INTERNALLY. r Q
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER W
MARBLE SILL TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END
RAISED CEMENTITIOUS ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE
TRIM PER ELEV. 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x \ O n
1/2" DRYWALL ON 1x2 P.T. PER PLANS THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED W "y
FURRING ® 16" O.C. BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. Q)
R-4.2 FOIL INSULATION W/ THE FOLLOWING CRITERIA MUST BE MET: n
4 MIL VAPOR BARRIER CEMENTTIOUS COATING OVER ANCHOR SIZE CONC. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" CDX 0
8x8x16 CONC. BLOCK 1/2" 3/4" MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN
4" 2500 PSI CONC. SLAB W/ WD. BASE 5/8" 7/8" 6„ DIAGRAM. O
FIBER MESH ON 6 MIL. POLY " �.
VAPOR BARRIER OVER TERMITE 1-#5 VERT. BAR TIED INTO 8" 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN N
# 7/8" 1 1/8" AND/OR MANUALY.
TREATED CLEAN FILL COMPACTED 4 #5 BAR DOWEL W/ STD HOOK AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED
DE A MINIMUM DENSITY OF 95% AS AND RUNNING INTO LINTEL PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
DETERMINED BY ASTM D-1557 I (LOCATIONS PER FDTN. PLAN) STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
_ 0'-0" - ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS.
TOP OF SLAB MIXED PER MFG. DIRECTIONS.
- 12. MISSING DOWEL PLACEMENT: 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2"
_) FINAL GRADE SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" Lo
I NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. Lo
III STUCCO STOP AS REQ'D. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PER LOCAL BLDG. DEPT. PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR c1li
III _ STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED C>Ir-
-jo CONC. FTG. PER ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER w CV
FOUNDATION PLAN APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE U 1-
Mco
IXED PER MFG. DIRECTIONS. ALL PLANS, DETAILS, AND NOTES ON THESE o M
III III III TYP. EXT. BLOCK WA DRAWING ARE PROPRIETARY AND CANNOT BE _ c 0 Q LL 00
N
WALL USED, TRANSFERED, OR OTHERWISE REPRODUCED
Z w > � o �
WITHOUT THE APPROVAL OF RENAR HOMES LL O c N
� 0
Z ILL N U
� WF_ ccgQ
ZO0
Ill LLJ
U) Z
0 5 N 0, O
z 3/4" DIA. X 6" DEEP HOLE FOR M d
w #5 BAR SET IN EPDXY ADHESIVE w
%,D O ROOF EDGE 20 I Ij
TOP OF BLOCK WALL - - - - - - - - - - - - - - - � F-
GROUT
OP OF CELL
AT 'I ( ,S/ O O I O ROOF
II I '� I EDGE
SAWCUT APPROX. 4"W. X 24"H. - - - - - - - - - - - - - -
OPENING IN WALL I�I 25" MIN. LAP OF REBARS I 4' PROJECT
II O I O lO RIDGE I
� I I 2 2 O I � NO. 17-015-001
3,000 PSI CONCRETE FILLED CELL I -W/ #5 BAR - - - - - - I DATE DRAWN 3-22-20
- -
s REINFORCED/FILLED I
CONC. BLOCK CELL I ��Q 1 1 `<< 1 O I 3 DRAWN BY MCA
I 0 � - - � F I O
_ - -� - - - - - - - � CAYMAN 1560B1
ALCOA TRADITIONAL "F" CHANNEL W/ 1/2" DIA L-BOLT SAWCUT 1"W. OPENING IN WALL 2 JP�' 3 3 `n O
LIVING 1560 SQFT
5/8" CASEHARD "STUB" OR "T" NAILS (8" LONG) W/ 2" I FROM TOP TO BOTTOM FOR FULL O O
® 10" O.C. IN CONC. BLOCK. OR WITH WASHER AT HEIGHT REBAR PLACEMENT INTO O
PRE-ENGINEERED 8d NAILS ® 10" O.C. IN WOOD 32" O.C. MAX. 2x6 P.T. CELL - FILL SOLID W. CONCRETE
ROOF TRUSS ` JAMB DETAIL OZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. - GARAGE 372 SQFT
SAWCUT APPROX. 4"W. X 24"H. I
2X2 NAILED TO EVERY OPENING IN WALL ' ZONE 3 USE 8d RING SHANK NAILS
O ZONE 2-USE 8d RING SHANK NAILS O
OTHER TRUSS TAIL W/ 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF I ® 6" O.C. ® 4" O.C. LANAI 144 SQFT
(2)-10d NAILS NAILS AT 12" O.C. HDR. TO CLG. LINE
CONCRETE 'I
„U" BLOCK U r 25" MIN. LAP OF REBARS I' TOP OF SLAB NAILING PATTERN FOR ROOF
II
TIE-BEAM TOP COURSE ENTRY 86 SQFT
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
HORIZ. 2X2 NAILED TO 2x6 EQUAL EQUAL m 3/4" DIA. X 6" DEEP HOLE FOR TOTAL 2162 SQFT
VERT. 2X2 S W/ (2)-10d P.T. 1/2" DIA L-BOLT 2x6 w #5 BAR SET IN EPDXY ADHESIVE
NAILS N ALUM. NAILS 0.12 DIA. (8" LONG) W/ 2" P.T. 10 CUBIC VOLUME OF
SEE PL N SHANK 3/8" DIA HEAD WASHER_ 32 O.C. MAX. ADDED R E I N F. FILLED MICHAEL C. ANDERSON CONDITIONED SPACE _
1-1/2 LONG ® 6 O.C. M GARAGE DOOR BLOCK CELL DETAIL ,�.,-��,���-._ 12,480 CUBIC FEET
ALUM. NAILS 0.12 DIA. SHANK OPENING
" _
3/8" DIA HEAD 1-1/2" LONG - N NOTES:
(2) PER SOFFIT SEGMENT .-
-DRILLED HOLE TO BE CLEANED PRIOR TO
DISPENSING ADHESIVE _ SHEET
SOFFIT DETAIL ALUM�NUM SOFFIOTN#V-44 VENTEDAL ELEVATION --EPDXY ADHESIVE TO REBAR DOWEL 0 BE BE HIGHEAN ST OIL TH T PE
N.T.S. ff It
r -
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
GARAGE DOOR DETAIL FL. LIC. AR0017305A 6mO
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. UC. AR0017305
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
SEE PLAN
2-3-19
2x8 RIDGE BOARD
CEMENTITIOUS COATING ON 2x6 RAFTERS AT 24" O.C. OR WOOD MASONRY
FRAMING
MAX. - TOE-NAIL TO RIDGE I I
LATH OVER 2 LAYERS 15# BD. W/ (2) 10d NAILS
FELT OVER 7/16" OSB ROOF MORTAR JOINTS
INSTALL SIMPSON HTSM16 ® 4' 0" O.C. (PLACE
OVER GABLE END TRUSS 2x4 — RT. STUDS SHEATHING 1/4" TO 3/8" w
I
W/ (8) 10d NAILS TO TRUSS ATTACH I GALV. METAL ABOVE TRUSS BELOW) (TYPICAL)
STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" I FLASHING SIMPSON STRONG—TIE I PANEL ~,
MIN TAPCONS VERIFY NUMBER OF TAPCONS I 2X4'S @ 16" O.C. 'H2.5' OR 'LSTA18' L___ _- -_ -_-J ANCHORS R
co
WITH CONNECTOR SCHEDULE (4) 10d NAILS 12 AT EA. END OF 2x4
° s FIBERGLASS SHINGLES PRE-ENG'RED SEE VERT. STUD
PRE-ENGINEERED ° OVER 15 FELT ON TRUSSES Z
# NOTE #4 J 8" X 8" X 4" Q�
ROOF TRUSS L PROVIDE 2X4 BLKG 7/16" OSB W (NOMINAL SIZE) W OQ, q q
@ 16 O.C. BEHIND (3) 10d NAILS NOTES: SEE N I GLASS BLOCK UNITS q O
GABLE END TRUSS HURRICANE CONNECTORS REQ'D NOTE #4 L_________ ___ ________J
1.
_ _TOP OF BLOCK AT 8'-0" O.C. ROOF ~ \ 0
° PER PLAN 2. PROVIDE H2.5 OR LSTA18
� ----�— rr n " n
AT EACH RAFTER END SHEATHING 8" X 8" X 16" -- 3. PROVIDE 2x8 RIDGE BOARD PANEL ANCHORS &
CONCRETE LINTEL
2X FASCIA WHEN APPLICABLE REINFORCEMENT I I � W
BLOCK FILL WITH 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES EVERY OTHER
W/ DRIP EDGE L__ __ __ ___J
CONCRETE AND �, ;� AT LOCATIONS WHERE VALLEY FRAMING DOES --- ------ -- COURSE OR 16 O.C.
(1) #5 BAR 2X4'S @ 16" O.C. NOT BEAR ABOVE TRUSS WHICHEVER IS LESS I-T,
P.T. 2X4 LEDGER BD. HAND FRAMED VALLEY DETAIL EXPANSION
W/ 1/4" DIA. TAPCONS 1/2" EXT. GYP. BD. THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER STRIP & SEALANT
(2-3/4" MIN. HORIZONTAL SPAN IS GREATER THAN 8'-0"
EMBEDMENT) SPACED 2,_Or, SIMPSON HUS24 HEAD j C)OCA11ONS ASPHALT EMULSION \
ALTERNATE TRUSS ANCHOR DETAIL 16" O.C. @EACH JOIST/ (ONLYTHIN MORTAR ® � �
LEDGER BD. CONN. SILL LOCATION [�
N.T.S. R❑❑F A T SLIDING SPECIFICATIONS
GLASS D❑❑R DETAIL-1 STORY GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) 0
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" HILTI KWIK BOLT II.
" EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. Lo
EL: 36 ABOVE LINTEL BLOCK TOP COURSE SEALANT: SILICONE TYPE. Vn
ADJACENT FLOOR rn
FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER c i
BLOCK WALL GLASS B LOCK INSTALLATION co
5x5xj" WELDED Z Z _— _F
- w to04
FLANGE o
Z w I #5 BAR DOWEL
N TOP OF LOWER a= I W/ STD. 90° HOOK MLL N
Z W > � o
BLOCK WALL II 04
1 " --_ _____ -= II CONC. BLOCK WALL _j m p co N
Ii
1" 1" 3" 0 x 1/4"
STEEL PIPE #5 BAR DOWEL VERTICAL FILLED m W F CD 0
" TAPCON W/ STD. 90' HOOK it CELL W/ 1-#5 BAR Q U O <
�i U
ti
M TYP.4 II wc W
5x5x j" WELDED II In N co ZO
1 " FLANGE BLOCK WALL HEIGHT M a
5" TRANSITION DETAIL ❑ SHEATHING J
� ❑VER WOOD TRUSSES Lu
BOLLARD DETAIL
I
STUCCO FINISH ON USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS
METAL LATH WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST
BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE
BOND BREAK THROUGH THE WOOD DECK BY AT LEAST 1/8"
PROJECT
PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE
FELT
LAYERS 15# AND 1"ALL NAILS FROM EACH
BE PLACEDON 6 61/8" NAIL NAILS LINEFELT NO. 17-015-001
I DATE DRAWN 3-22-20
I MEMBRANE BRIDGE
DRAWN BY MCA
FLASHING
1" 1'-0" 1'-o" 1" CAYMAN 1560 B1
I
LIVING 1560 SQFT
FLASHING / CONTROL + + + + + + + + + + +
JOINT + + + + + + + + + + + GARAGE 372 SQFT
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + + + LANAI 144 SQFT
ENTRY 86 SQFT
STUCCO FINISH ON
BLOCK
SHINGLE SIDE VIEW TOTAL 2162 SQFT
CUBIC LUME OF
SHINGLE NAILING DETAIL MICHAEL C. ANDERSON CONDITIO ED SPACE _
FLASHING DETAIL AT R❑❑F HIGH WIND OR STEEP SLOPE N.T.S. 12,480 CUBIC FEET
-r^-
FRAMING ON MASONRY
SHEET
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 �`,�� �ti�=
6ml
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
PLAN REVIEW REVISIONS
ROOF SHEATHING TOE NAIL (2) 16d EACH SIDE
"
2x4 BLKG. ® 48" O.C. �— 2x4 BLKG. ® 48 O.C. MASTER PLAN REVISION
2-3-19
ALUMINUM DRIP EDGE AND FASCIA
PRE-ENG. TRUSSES
(2) 16d COMMON NAILS AT ® 24" O.C.
FIN EA. 2X4 LADDER FRAMING
CORNER — WINDOW TOP _ 2x4 45' CROSS BRACING
_ _ _ . GABLE END TRUSS
AT TRUSS MID-PT. AND AT
CORNER NAILING FIN AIR-INFILTRATION BARRIER 8'-0" O.C. (MAX.)
FLASHING
TAPE — . — — — — . — — — . OVER EXT. SHEATHING (SEE Q
CORNER EXT. ELEV. FOR FINISH MAT'L.) W -.-I-
FLASHING �/� r,, cyD
TAPE - 1 v
TOP TRUSS SETBACK
FLASHING PER FRMG. PLAN
TAPE 2x4 TRUSS BOTTOM
SIDE CHORD BLKG. AT ^�I
FLASHING 12
ROOF
TAPE SHEATHING PER 4'-0" O.C. REFER TO \ 0
ELEV. FRAMING PLAN
SIDE CHECKRAIL HURRICANE STRAP
FLASHING — _ — _ — _ - _ _ - ® EACH TRUSS PER (2) 16d COMMONSTAPE
FRMG. PLAN TOE NAILED EA. SIDE
WINDOW BOTTOM W
SILL FLASHING TAPE #1 � Q� N �
SILL FLASHING TAPE #2 r^
1. CUT THE WATER RESITIVE BARRIER (1C) II ATER RESISTIVE BARRIER, WATER RESITIVE BARRIER • I co
R' _�-1 ST CUT '� SHEATHING
I r,
"`I O FRAMING 8x8 U-BLOCK TIE-BEAM FILLED !� O
I I I I TH CUT, W/ CONC. & (1) #7 BAR CONT.
1 3RD I I MAKE A 6" CUT UP ---- [� n
SCUT I FROM EACH TOP I EXTERIOR , VERT. #5 BAR AT EA. REINF.
, CORNER AT A 45sb I I
ANGLE TO ALLOW THE I I FILLED CELL PER FDTN. PLAN
450 I I WATER BARRIER TO
I I ,,,.-TYPI I BE LAPPED OVER THE I I
I I <-2ND, I FIN AT THE' I I THE WINDOW HEAD OF I
IO1�- c�T -� ; GABLE END SECTION @ HIP ROOF Y- Y
-------------J I
I I
I I
2. FOLD THE WATER RESISTIVE BARRIER (11)). FOLD SIDE AND BOTTOM FLAPS INTO THE I I
OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN
L___
3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE 1 Lo
Lo
OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT
OVERHANGS 1" TO THE EXTERIOR. 3 04
NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP 6 EACH SIDE OF THE OPENING.
it TOE NAIL (2) 16d EACH SIDE PLYWD, DECKING J � ti
4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (X" FROM i y2"
J U) M X
EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE 2x4 TRUSS TOP CHORD 2x4 BLKG. @ 48' D.C. M _ _j Q a� N
IT TO THE WATER RESISTIVE BARRIER. BLKG. @ 48' D.C. W u O N
4 Z O J of C) co
5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE " J CO N
OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT 1a-f' PRE-ENG. TRUSSES � Z J �
ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G).
NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. I AT 24' ❑.C. / lQ � M Q
I
I 5 / (2) 16d COMMON NAILS AT Q U w cV U
EA. 2X4 LADDER FRAMING Lu Z O Q
N. 2x4 45° CROSS BRACING / / 1/2' PLYWD. SHEATHING OVER w U Z
AT 4'-0' D.C. / / GABLE END TRUSS FASTEN WITH O
W/C2)16d NAILS AT EA. / / 8d NAILS AT 6' D.C. ti _
TRUSS WEB MEMBER / // GABLE END TRUSS cM W
.J
N❑TE, w
I EX�RIOR�\ F-
1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME 1 )IE HOLD FACE OF GABLE END
HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE I I WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" I 2x4 TRUSS BOTTOM \ TRUSS IN 3/4' BEYOND BLK,
BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. CHORD BLKG. AT FOR CEMENTITI❑US FINISH
\ \EX 1 I I 4'-0' D.C. REFER TO \ \
�RIpR�e
FRMG. PLAN \ \ )IE HOLD FACE OF GABLE END
I I I I \ \ TRUSS OUT 1/4' BEYOND BLK. PROJECT
2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I FOR SIDING FINISH
TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW I
AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON I 2 I I I \ \ SIMPS❑N HETA20 AT EACH TRUSS NO. 17-015-001
BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2U 1 I I I CO MM❑NS TOE \ \ VERT WEB MEMBER (24' D.C. MAX)
DATE DRAWN 3-22-20
SHOWN. r�1 I I ��� � NAILED EA. SIDE \\ i6d COMMON NAILS
NOT DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I �� ; 16 6' ❑ T❑ DRAWN BY MCA 1' I _
3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) I I 1 VIEW��
2x6 P.T. PLATE
I I I
CAYMAN 1560 B 1
4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES I I EXPANSI❑N J❑INT AT
' I OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL I CEMENTITI❑US FINISH
I I I I 8x8 U-BLOCK TIE-BM. FILLED
CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE \`�'��+ 1 3 1 LIVING 1560 SQFTW/ C❑NC. & Cl) #7 BAR C❑NT.
COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE I I 2x6 P.T. PLATE
BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. I I
NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) O I I VERT. #5 BAR AT EA. REINF, C❑NT, W/ 5/8' DIA. GARAGE 372 SQFT
I I FILLED CELL PER FDN, PLAN ANCHOR BOLTS
1 1 @ 32' D.C. OR W/1/2' LANAI 144 SQFT
I DIA. ANCHOR BOLTS
\\ I ENTRY 86 SQFT
\\�J GABLE END SECTION X-X @ 24 D.C.
SCALE; NTS TOTAL 2162 SQFT
CUBIC VOLUME OF
MICHAEL C. ANDERSON CONDITIONED SPACE _
12,480 CUBIC FEET
SHEET
r
MICHAEL C. ANDERSON, ARCHITECT OF RECORD =-� `'�`"�• �li`� �
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953A 6m2
(772)418-2118
PLANS DESIGNED TO MEET THE REQUIREMENTS OF
THE 2017 FLORIDA BUILDING CODE—RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305
i
PLAN REVIEW REVISIONS
MASTER PLAN REVISION
OPEN TO W3 12 W3 12 2-3-19
FAMILY RM. W3030 ° ° W2430 ° ° OPEN TO
BEYOND BEYOND
010 MICRO °
BAR TOP BAR TOP SINK
0 0 ° w �
0 0 0 0 0 0 0 ~► '�' d'
° °
0 B 14"
SB 36 B18 3/4 MICA TOP w q co
B1 B24 ON SHIM SCREWED TO SECURE
FILLER D W
FILLER RNG REF
KITCHEN KIT. AT RNG . KIT. AT SINK DW 1X4 TOP PLATE
WOOD Q44
TRIM
2x4 STUDS
AT 16" O.C. w � ";I
(�
wow
1 /2" DRYWALL
w \ off
WALL M TD. LT. O .
WALL M TD. LT.
KITCHEN
BASE CABINET 0
N 0 TE S : MIRROR N
CER.
.C. TILE MIRROR
1 . BATHROOM TOWEL BARS AT 54" A.F.F. M.C. M.C.
2. BOTTOM OF MEDICINE CABINETS AT / FILLER FILLER
54" A.F.F. LAV LAV LAV
rn
3. TOP OF BATHROOM SHOWER TILE O � = o 0 0 ° � � B A R TO P DETAIL � CDTO CEILING HT. o I— _
I r I ZiZ (� , � J ~ � �
�■~
> o IVB24 w i
-
4. SHOWER HEADS AT 6'-8" A.F.F. > m _ m_ c,
c Q u- 00
N
W.C. SH WR. VB 42 VB 42 z o J � o N
FILLER $:Zu _jco
m w � cNn
1p
BATH 2 M . BATH VANITY : C0wNU
Z O
w � ccl) z
ti O
cM a_
W
J
W
I—
PROJECT
NO. 17-015-001
DATE DRAWN 3-22-20
DRAWN BY MCA
SOAP CAYMAN 1560 B 1
30" v DISH
RAD. Q RECESS
LIVING 1560 SQFT
OPEN co O GARAGE 372 SQFT
TO .
H ALL CO a- �`-
O Q X LANAI 144 SQFT
O
ENTRY 86 SQFT
Sk Q TOTAL 2162 SQFT
H A �� ARCH MICHAEL C. ANDERSON CENTER CUBIC VOLUME OF
ON WALL CONDITIONED S ACE
12,480 CUBIC FEET
TYP . SOAP DISH
RECESS LOCATION
SHEET
MICHAEL C. ANDERSON, ARCHITECT OF RECORD
FL. LIC. AR0017305A 7mO
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
71
40-
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p � i
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4'
- MASTER PLAN REVISION
9.
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{ r w GARAGE COUNG7 SHALL - BE R- 6
IBERGLASS ,DUST WORK.
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PROJECT
r+ 7M
s I a ;.
wH w NO.
EXH - 17-015120
FAN `` <
DATE DRAWN.
12X12 6X6 R. .'�:LINES DRAWN BY
MCA
R�/A RUN
JU �.� � Preferred Air Conditioning & Mechanical, Inc.
Q; fFiEAD <: ::�. .: _ 1643 Donna Road west Palm fieach,Florida 33409 CAYMAN 1560 B'J "
9 �` r F:561-689 9 0931 F:Sf:#-478-U(388
831 S Kings HI hway Fort Fierce,Florida
" P:772-878-75771 F:772•978-7510
22"x54" LIVING 1560 SQFT
x COND CAC 181,7665
I -� TT
ACCESS ,
GARAGE :372 SQFT.
8X8 ; _, � LANAI �50 SQF
1oX1 _
4 / Q ENTRY 38 SQFT
. " TOTAL
AN 7-
AIR2020 si r
CUBIC VOLUME OF
MICHAEL C. ANDERSON
CONDITIONED SPACE
12,769.4 CUBIC FEET�:`�
SHEET
H VAC PLAN
MICHAEL C. ANDERSON � ARCHITECTOF RECORD a �
FL. LIC. AR0017305
1020 SW PROVINCETOWN LANE, PORT ST. LUCIE FL 34.953 �� -
�z (772)418-2118
PLANS DESIGNED "f0 MEET THE REQUIREMENTS OF
THE,2017 FLORIDA BUILDING CODE--RESIDENTIAL (6TH EDITION) FL. LiC. AR0017305
TRUSS TO
NOTE: ALL TRUSS TO WALL AND/OR
NOTE: Trusses are designed for SHINGLE material.
LEDGER CONNECTIONS BY BUILDER
(UNLESS NOTED OTHERWISE)
Notify truss manufacturer if material is other than shingle. to 0
NOTE: ALL CEILING DROPS BELOW BEAM ARE
221011 161011 BY BUILDER (UNLESS NOTED OTHERWISE)
6 F— NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
U TRUSS I.D. AND TRUSS LOCATION ONLY. C=
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN
OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. P E
CD
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS M F
FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING & ERECTION DETAILS REFER
N�\ TO BCSI-03 AND/OR ENGINEER OF RECORD
ZA
al
13
. CD J2
1AREPRESENTS THE LEFT SIDE OF
'
01 EACH TRUSS DRAWING
I All
11 �p 0 & 0 t 1� ( NOTE: REFER TO USP CONNECTOR CATALOG
FOR INSTALLATION DETAILS )
00
HANGER BY BUILDER BEAM BY BUILDER
A09 CD
CM
ROO
rO8 INDICATED TO BE USED IN C�
CONCORDANCE WITH
11101/211
LOADING ROOF FLOOR WIND LOAD
2.
11 All
�_ 0. �
Cq
05
cm
TOTAL LOAD 37 FBC-2017
Cz
REV DATE BY REMARKS
CD
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CM
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