HomeMy WebLinkAboutBUILDING PLANSVIEW FROM FRONT
rr1r, IP. ri $. . i
TRUSS ID
BEARING.
POINT(S)
_
TRUSSACTUAL
UPLIFT( ROUPED.
WORST CASE)
21SSI#
SIMPSON
CONNECTOR($)
f2 NETA20 -
CONNECTORS)
UPLIFT DESIGN
�ES�"Jsr
FASTENERS
�IS-10 x3.-1J2,�.�
2S+11 BAG
13190 3 HETA 202$SOry
9-1 dx1-1i2
Al
ill ORG
4439
(1)HETA 20
1$10k
3-ICsdx1.1j2.:
INN BRCS
HANGERBY
TRUSS COMPANY
3,A24
EACH
4621#
(1)HETA 2{P
, 1810#
'3Itidxl<S/'2°
816
2`" BFEG
6434
E} fiETA 2O
7.810
5 U161-1 /2"
2"° BRCS
2440A
(2 t4ETA 20
25S G#
13 10dx1.1/2"
CI-C4
EACH
39"
(1)MTS.16
10004
14-10dxl-1/2„
CS
1`'0RC
3594
ill BATS16
Tom#
v-10�f#1-1iz
2*1 0RG
HANDERBY TRUSS COMPANY
C6
EACH
S03#
f HETA 20
1810#
;-ltldxl•1/2`
C7
C8-C36
1s BAG
2- BRG
EACH
1071#
109+:0
924#
11)NETiA 20
(1) H£TA 20: 48"
O,C.
(1) HETA 20
i 18104
1RV,#
_
` 1810#
9 10dx1.1/2"
9.10dx1,1/Z.0
9-10dx1-1/2"
M11-.1,e911
1A'BRG
2 ° EIRG
3270
HANGER BY
(1)L#ETA20.
BUSS COMPANY
' 1510#
9-i0dz1-1f2"
____...
KING JACK
1l" BAG
752#
1 HETA ZO
1810#
4-1061.1 2"
HIP JAMS
VALLEY TRUSSES
2"u BRG
117 BAG
459#
157#
t) MTS 16
l HETA 20
low#
1810#
14-10dx1•i12"
910dx2.1 2
2141HAG
48" O.C.
NAILED PER TRUSS COMPANY
672# (1) MTb 16 10000,
34-1041-1 2"
TAU'5 f`VfORM1ATION TAKEN, rROM MANUFACTURER'S SHOP DRAWINGS, 1188ET"_S TRUC', I/OB #! S.-5015582�LUN . TRUSS ENGINEERING
DATED19/?')ISALL LOADS PPR SEN'TWORSTCASECOAONGFSRGROVPEPCATEG'DRIES. SEE MANUFACTURER'S TRUSS LROCUT FOR
TRUSS ID AND STRrAPPINO t't_ACENIE NT-
BI . X. . . . . . .. . -
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENt"iNET OD
PRESSURES (WORST
DEMGN
TYPE
CASE
PRESSURES
MOOR
ZONE 4.28
-47
PLASrPRO
FIBERGLASS
FL#
IMPACT
%- TAPCONS 9 14.25" MAX. D.C,.; fi" ON CORNERS,
ZONE S -34
DOOR
17184A
WITH i_214" NNW EMBEDMENT; 2" MIN, CLEARANCE
I
TO MASONRY 15015E & 4" MIN. CLEARANCE TO
ADJACENT CENTER AND CENTER CLUSTERS AT 3" & 7"'
EXTERIOR
ZONE 49
40
PLAS'rPRO
FIBERGLASS
IL#
IMPACT
:1" TAPCONS @ 14.25" MAX. O.C., 6" ON CORNERS,
DOOR
ZONE 5 -34
DOOR
17184.7
WITH 1-1/4- MIN, EMBEDMENT, 2" MIN, CLEARANCE
TO MASONRY EDGE &4" NRW CLEARANCE TO
ADJACENT CENTER AND CENTER CLUSTERS. AT 3" & 7"
DOOR
ION£ 4.28
-50
P ..ASTPRO
FIBERGLASS
fL#
IMPACT
X- TAPCONS @ 14.25" MAX. 0,C., 6" ON CORNERS,
ZONE S -34
DOOR
17184.1
WITH 1-1/4" NVEL, EMBEDMENT, 2- MIN. CLEARANCE
TO MASONRY EDGE & 4" MIN. CLEARANCE TO
ADJACENT CENTER AND CENTER CLUSTERS AT 3' & 7"
SLIDING
ZONE 4.19
408
PGT INDUSTRIES
5570/2770
NOAH
IMPACT
'4" ULTRACONS CSL' 21.6" MAX 0,C., 6" ON CORNERS
GLASS
ZONE 5 -:34
VINYL.
17-0420.06
1.3/8- PAIN. EMBEDMENT AND 2-1/2" DISTANCE TO
DOOR
EOGF
WINDOW
ZONE 4 ZS
-70
PDT INDUSTRIES
S"$500
NOA#
IMPACT
3/16" ULTRACON 013,75 MAX OXC , 6 1/r ON
ZONE 5.34
17-0630.05
CORNERS,1.3 'MIN. EMBEDMENT AND 1" MIN. EDGE
'I
DISTANCE
WINDOW
ZONE 4 -28
I Aso
PGT INDUSTRIES
PW 5520 FIXED
NOA#
IMPACT
3/16" VLTRACON @ 15" MAX, O.C., 6" ON CORNERS, V
ZONE 5 -34
1
17 0614.09
3/8" MIN. EMBEDMENT AND I` MIN, EDGE DISTANCE
MULLION -
ZONE -28
-130
POT INDUSTRIES
CLIPPED
NOA#
IMPACT
i4" TAPCONS @ a- O.C, WITH 1-3f4'MIN,
ZONE 5 -34
EXTRUDED
174630.01
EMBEDMENT AND 1" DISTANCE TO EDGE
MULLION
GARAGE
-26
-41
CLOPAY BUILDING
2" EP$
NOA#
IMPACT
h" X 3" LAG SCREWS @ 17-31V MAX. O.C., WITH 1-5/8-
DOOR
PRODUCTS
INSULATED W6
47-0920.03
MIN. EMBEDMENT AND 1" STEEL WASHERS
DP38 STEEL
.SECTIONAL
ROOF
ZONE 1.24
1 -97"S
DYNAMIC METALS
ROOFNADO
FIX
N,TA
(2) #10 PANCAKE HEAD SCREWS 4 FROM ENpS„ 16"
ZONE 2.40
LLC
SYNTHETICS
22895-Az
MAX. OX., PANEL SUP ANCHOR SPACING 4" FROM ENDS„
20NE 3 -0
ROOFING
MAX. CLC:
UNDER -
I LAYNIENT5
k t I t I A E Y 3 4 } - I A! ft IiLV#LL'4 Ah€i1 APR 7 t 7 } " ,.. -S L€iltt7 tL H Ili S `�SFiJ>m! UKE.. Ht A4LE€'I IVL.t UI• FiuSC €{gJI. 1l4E,. f1SYS5 zY➢C (i9Uti9..UT
i PR�?b'IUEG C NL3 IU NDIE. E {3O # C tlAL L.I tt at 4
THES£ALNERECIN S
ATT:ACHMIENT ARE BASED ENTIRELY UPON "TEST DATA PROY,ADED BY THE RAAFtU3 AI'IJIU R. i.., ITS OWN F NGIPIEER'S CERTIRCAVON AND IMPLIES NO WARRANTY OR GUARANTEESY
T11I5 OF �t>A TtfESE PROP JCTS-
_ ,:2: s:a >
ELECTRICAL LOAD CALCULATIONS
3,108 SQUARE FEET @ 3VA/SF
9,324 VA
2 APPLIANCE CIRCUITS
3,000 VA
1 DRYER
5,000 VA
1 LAUNDRY
1,500 VA
1 DISHWASHER
1,200 VA
1 REFRIGERATOR
1,200 VA
1 RANGE/ OVEN
12,000 VA
1 SPRINKLER PUMP
1,500 VA
1 DISPOSAL
800 VA
1 WATER HEATER
4,500 VA
1 MINI SEWER
2,500 VA '
1 POOL PUMP
4,500 VA
1 IRRIG PUMP
4,500 VA
1 MISC
2,000 VA
SUBTOTAL
53,524 VA
FIRST 10,000 VA @ 100%
10,000 VA
REMAINDER @ 40%
17,410 VA
1 A/C & HEAT SYSTEM
16,000 VA
TOTAL
43,410 VA
43,410
240 180 AMPS
USE NEW 200 AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES
THROUGHOUT
"EP"
O120/240V
1 PH.
200A
MAIN BR.
UNDERGROUND ELECT. SERVICE:
3# 3/0 THWN CU. IN 2" CONDUIT
E #4 CU. GROUND TIED TO BLDG.
STEEL, CWB & DRIVEN GROUND ROD
ELECTRICAL RISER DIAGRAM
COPPER SERVICE
DOOR & WINDOW BUCK FASTENING
DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD
NAILS @ 12" O.C., WITH THE DOORS AND WINDOWS FASTENED W/
TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM OF 1
1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL
EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA
BUILDING CODE W/ AMENDMENTS.
STUCCO NOTES
STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO
I IORIZONTAL FRAMING PER ASTM C-1063/ ASTM C-926. LATH SHALL BE
ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT
MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"
O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6d COMMON
OR ROOFING NAILS HAVING A MIN. 1 3/4" PENETRATION INTO
HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. 3/4" CROWN
ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST
PENETRATE THE WOOD FRAMING MEMBERS 3/4" MIN.
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
AREA CALCULATIONS
G11.� GOO
AIR CONDITIONED AREAS
A/C LIVING
3,108 SF
NON CONDITIONED AREAS
GARAGE
610 SF
ENTRY PORCH
301 SF
PORCH
348 SF
LANAI
872 SF
GROSS AREA
GROSS AREA
5,239 SF
CERTIFICATION FOR DESIGN LOAD COMPLIANCE
1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10
2. STRUCTURAL DESIGN: ENCLOSED
3. RISK CATEGORY: II EXPOSURE: B
4. DESIGN WIND VELOCITY: 160 MPH
5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 7:12
6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT.
@ 30- MPH (WORST CASE)
ZONE 1: -22.0 ZONE 2:.32.0 ZONE 3: -60.0
ZONE 4: -28.0 ZONE 5: -34.0
GARAGE: -26.0
7. DESIGN LOADS: FLOOR 40 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF
8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES
9, IS A CONTINUOUS LOAD PATH PROVIDED? YES
10. DESIGN SOIL BEARING PRESSURE: 2000 PSF
SOIL BORING TEST REQUIRED YES
STRUCTURAL NOTES
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN.
FIBER STRESS VALUE
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP
4. CONCRETE COVER OVER REINFORCING STEEL:
A. FOOTINGS: 3"
B. BEAMS: 11/2"
C. COLUMNS: 11/2"
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO
A MINIMUM OF 95% MODIFIED PROCTOR DENSITY
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED
TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION
7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY
MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017
EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES
8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING.
REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED
PRODUCT REVIEW AFFIDAVIT
NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER
SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER
DRYWALL NOTES
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA
BUILDING CODE (RESIDENTIAL).
CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM
WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE
(RESIDENTIAL).
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD
CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -
DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS
THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD
NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED
INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT
MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN
450.
TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUNDSEISMIC
SNOW
LOAD
WIND DESIGN
WWINTER
DESIGN
CATEGORY'
UBJECT TO DAMAGE FROM
DESIGN
TEMPe
ICE BARRIER
UNDERLAYMENT
REQUIRED'
FLOOD
HAZARDS9
AIR
FREEZING
INDEX
MEAN
ANNUAL
TEMPI
Speedo
(mph)
Topographic
effects
Weatheringe
Frost line
depthb
Termite°
NA
See Fig. r301.2(4)
NA
Negligible
NA
Very Heavy
NA
NA
NA
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
LUNA RESIDENCE
FT. PIERCE, FLORIDA
CLIENT
HECTOR LUNA
CONSULTANTS
REGISTRATION
�F'...
I�
ti
AR9P fj
REVISIONS
NO,
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
CODE & GENERAL
INFORMATION
A0.00
PROJECT NUMBER R18033
DATE 04/16/2019
FLOOR PLAN
3/16" = 1'-0"
oac
10.A�G
• c�Mr�•-.. ,�
cowE 4V Cve CooN
ST • ECCC
01
FivE
LINTEL SCHEDULE
MANUFACTURER: CAST-CRETE
LINTEL NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSIT
BEAM
L-1
3'-6"
8974
254
5591
113
8F24/1T-1B
L-2
4'-0"
8974
6848
4853
1319
8F24/1T-1B
L-3
6-4"
7342
2780
3607
394
8F24/1T-1B
L-4
T-6"
5681
2833
2571
410
8F24/1T-1B
L-5
9'-4"
3486
393
1811
170
8F24/1T-1B
L-6
12,-0"
2193
254
1151
113
8F24/1T-1B
L-8
1T-4"
1609
1366
1400
250
8F24/1T-1B
L-9
19'-4"
1282
254
831
113
8F24/2T-1B
RECESSED LINTEL SCHEDULE
MANUFACTURER: CAST-CRETE
LINTEL NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSIT
BEAM
RLA
4'-4"
8060
3583
4244
643
8F22/1T-1B
RL-2
6'-8"
7915
2617
2758
642
8F22/1T-113
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
KEYNOTES FOR FLOOR PLAN
101
MIRROR
116
REFER TO GARAGE DOOR BUCK DETAIL
102
ROD & SHELF
117
2'x4' PULLDOWN ATTIC ACCESS
103
(5) SHELVES
118
LAUNDRY TUB
104
16"x16" CONCRETE BLOCK COLUMN W/ (4) #5 VERTICAL BARS
119
HOSE BIB
IN GROUT FILLED CAVITY.
121
FUNCTIONAL DORMER ABOVE
105
12"x12" CONCRETE BLOCK COLUMN W/ (4) #5 VERTICAL BARS
122
LINE OF COFFER CEILING
IN GROUT FILLED CAVITY, W/ DECORATIVE COLUMN WRAP
123
NICHE
106
R-13 MIN. INSULATION IN WALL
124
LINE OF INVERTED HIP CEILING
107
BUILT IN PANTRY
125
BEAM ABOVE
108
CHANGE IN CEILING HEIGHT
126
BENCH W/ SHELVES ABOVE
109
ELECTRIC METER
128
HATCH DENOTES 8"x24" CONC. TIE BEAM W/ (2) #5 BARS TOP &
110
ELECTRIC PANEL
(2) #7 BARS BOTTOM.
111
UPPER CABINETS
129
HATCH DENOTES 8"x24" CONC. TIE BEAM W/ (2) #5 BARS TOP &
112
DOUBLE SINK & DISPOSAL
(4) #7 BARS BOTTOM.
114
MICROWAVE ABOVE
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
LUNA RESIDENCE
FT. PIERCE, FLORIDA
CLIENT
HECTOR LUNA
CONSULTANTS
REGISTRATION
�1� .• AR9 8 8 . •�V
/2E • AEG
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
FLOOR
PLAN
A1.0_0_
NUMBER
R18033
IPROJECT
DATE
04/16/2019
I ARCHITECT
z71 Al,
FOUNDATION PLAN
3/16" =1'-0"
3'
KEYNOTES FOR FOUNDATION PLAN
201
8" WIDE CONCRETE CURB
202
CONCRETE PAD
203
A/C CONDENSATE LINE IN CHASE
204
HOSE BIB
J:(-2" VTR
J -2" VTR
i
i
i
1/2" VTR
f-°liA
RE�1v oso Mpt'rPNl'i
Sv .1- A300G
FOUNDATION SCHEDULE
F-1 18" WIDE X 16" DEEP THICKENED EDGE FOOTING W/ (3) #5 BARS
CONTINUOUS.
F-2 18" WIDE X 16" DEEP MONOLITHIC FOOTING W/ (3) #5 BAR CONTINUOUS,
S-1 4" (2500 PSI) POURED CONCRETE SLAB W/ FIBERMESH REINFORCING ON
6MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED
FILL.
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W,ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
LUNA RESIDENCE
FT. PIERCE, FLORIDA
CLIENT
HECTOR LUNA
CONSULTANTS
REGISTRATION
C�AF'FLp'Q
y•' ��� EL J S
9689 ' V
tA••. : ,�tll
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
FOUNDATION PLAN
A2_ .00
PROJECT NUMBER R18033
DATE 04/16/2019
ARCHITECT
LEFT SIDE ELEVATION
4 3116" = 1'-0"
TOP PLATE OI
rh TOP OF _ENTR
qu
TOP OF BEAM
0-0"
rh TOP OF SLAB
4u7-07-
RIGHT SIDE ELEVATION
3/16" = 1'-0"
? TO_P O
10F
301 ,. •:.
rh TOP OF SLAB
qu T I J,
2 REAR ELEVATION
3/16" '
� TOP PU
18'-2''
�1 TOP OF
� 12'-0"
TOP OF
10'-0"
J� TOP OF
, FRON
T ELEVATION
3/16" = 1'-0"
KEYNOTES FOR EXTERIOR ELEVATIONS
301
STUCCO FINISH
302
RAISED STUCCO DETAIL
304
METAL ROOFING
306
6'x2' FIXED GLASS TRANSOM
308
HARDIE PLANK LAP SIDING
309
HARDIE TRIM
CUPOLA
18'-2"
2Y BEAM
12'-0"
OF BEAM AF-�
10'-0�w
OF SLAB
0"
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCH ITECTON IC INC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
LUNA RESIDENCE
FT. PIERCE, FLORIDA
CLIENT
HECTOR LUN/A
I CONSULTANTS
I REGISTRATION
:.
srFRED P
REVISIONS
INO.1 DATE I REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
EXTERIOR
ELEVATIONS
AIN
IPROJECT NUMBER
DATE 04/16/2019
R18033
39
ELECTRICAL PLAN
3/16" = 1'-0"
KEYNOTES FOR ELECTRICAL PLAN
501
ELECTRIC PANEL
502
ELECTRIC METER
503
J.B. FOR FAN/ LIGHT COMBO (TYP)
504
RANGE/ OVEN W/ EXHAUST HOOD
505
FOR MICROWAVE IN CABINET
506
W/ CARBON MONOXIDE DETECTION
507
GARAGE DOOR OPENER
508
LIGHT IN ATTIC ON PULL CHAIN
509
TO DISPOSAL
510
BELOW COUNTER FOR D.W.
511
BELOW COUNTER FOR DISPOSAL
ELECTRICAL LEGEND
SINGLE POLE SWITCH
V THREE WAY SWITCH
qp DUPLEX CONVENIENCE OUTLET
1p DUPLEX OUTLET W/ GROUND FAULT PROTECTION
DUPLEX OUTLET WEATHER PROOF & GFI
220V OUTLET
C
MOTOR OUTLET
+d±s
WALL MOUNT LIGHT FIXTURE
CEILING MOUNT LIGHT FIXTURE
O
RECESSED LIGHT FIXTURE
Tx4' SURFACE MOUNT FLUORESCENT
LIGHT FIXTURE
JUNCTION BOX FOR FAN/ LIGHT COMBO
17
PHONE OUTLET
by
CABLE TELEVISION OUTLET
SD
SMOKE DETECTOR/ CARBON MONOXIDE
DOORBELL
PHIl CHIMES
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
LUNA RESIDENCE
FT. PIERCE, FLORIDA
CLIENT
HECTOR LUNA
CONSULTANTS
REGISTRATION
C�OF'FLOR�p i
LJ
AR96 ' U
i ��s • . fir. �• '
RED p`F'
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
ELECTRICAL PLAN
A4.00
PROJECT NUMBER R18033
DATE 04/16/2019
ARCHITECT
0
2"X4" TOP PLATE
1/2" GYP. BOARD
�CLGS & WALLS
2"X4" STUDS @ 24"
O.C.
P.T. 2"X4"
BOTTOM PLATE
W/ 1/2"DIA. X 8"
A.B. @ 24" O.C.
OR 5/8"DIA X 6"
RED HEADS @ 24"
O.C.
a
TYP. INT. WALL
HARDIE PLANK SIDING
ON HOUSEWRAP
OVER 1/2" CDX
PLYWOOD W/ 8d NAILS
@ 4" O.C. PER & 8"
O.C. FIELD
4 CUPOLA DETAIL
3/4" = 1'-0"
I
io
m
o>
ow
io
GARAG
7 1/2" = 1'-0"
I
E DOOR BUCK DETAIL
�—#5 VERTICAL BARS
NOTE: ALL #5 BARS TO LAP 26" MIN.
8 BOND BEAM STEP DETAIL
31 -1-0
SIMPSON HETA20 PER
SCHEDULE
8" PRECAST LINTEL W/
1 #5 BAR & 8" BOND
BEAM W/ 1 #5 BARS
FILL VOID WITH
CONCRETE —
STUCCO ON RIB LATH
OR 5/8" EXTERIOR
SOFFIT BOARD W/ 1 1/2"
DRYWALL SCREWS @
4" O.C. PERIMETER & 8"
O.C. FIELD OVER 30#
FELT OR HOUSEWRAP-�
16"X16" CONCRETE BLOCK
COLUMN W/ (4) #5 BARS IN
CONC. FILLED CELL
STUCCO FINISH
SIMPSON MTS16 W/ (14)
10d NAILS @ EACH
TRUSS
DBL 2"x4" TOP PLATE
NOTE: REFER TO TYPICAL
WALL SECTION FOR
ADDITIONAL INFOMRATION
2"x4" STUDS @ 16" O.C. W/
REFER TO FOUNDATION
SP4 "U" STRAPS @ 32" O.C.
PLAN FOR SIZES AND
TOP & BOTTOM PLATES
REINFORCING
SIMPSON MTS16 W/ (14)
10d NAILS @ EACH TRUSS
-III-III
IIIIIIIIIIIIII =III_
COLUMN DETA
3 -
TRUSSES @ 24" O.C.
SIMPSON MTS16 @ EACH END
OF OVERFRAMED TRUSSES W/
(14) 10d NAILS @ EACH STRAP -
CONNECTOR BY TRUSS COMPANY
OVERFRAMED TRUSS DETAIL1
3/4" = 1'-0"
WINDOW
CAULKI N(
STUCCO
�i"DOW FL-
ASHIN
= 1'-0"
SIMPSON HETA20 PER
FILL VOID SOLID W/
CONCRETE
NATERPROOFING (CONCRETE
SEALER BEFORE & AFTER BUCK
NSTALLATION) TYP. OF ALL 4
TIDES
G- arm WINDOW
P-2
P-3 P-1
RIDGE P-2
P-2
RIDGE
P-3 P-1
N
d P-1
P-7AP-3
P-2
P-3
UACLt
ROOF SHEATHING NAILING ZONE INFORMATION
P-2 I
P-3 Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
n. STATE REG # AA26003348
COPYRIGHT 2017
P-3
ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD
ZONE 2: 4' LENGTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD
ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD
NOTES
19/32" CDX PLYWOOD SHEATHING
25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS
UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND
SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING
METAL ROOFING ON PEEL-N-
STICK ROOFING DRYIN ON 5/8"
CDX PLYWOOD NAILED PER
ROOF SHEATHING NAILING ZONE
PRE-ENGINEERED WOOD
TRUSSES @ 24" MAX - REFER
TO MANUF. SHOP DRAWINGS
R-38 FIBERGLASS BATT
INSULATION
SIMPSON HETA 20 PER SCHEDULE
(2) COURSES OF CONC.
BEAM BLOCK W/ (1) #5 BAR
IN EACH COURSE
METAL DRIP EDGE
9
r
I
a
I
I
1"X8" 2"x6" FASCIA
8" PRE'AST
LINTEL W/ 1 #5
i
I'
BAR &
" BOND BEAM W/ 1 #
5 BAR
2"X4" BLOCKING @ 6-0" D.C.-
STUCCO
ON RIB LATH OR
STUCCO SOFFIT ON
5/8"
ERIOR SOFFIT
I
I
I
CONTINUOUS
BOAR
W/ 1 1/2" DRYWALL
I
I
SCREENRIBLATH VENT
SCREEN VENT
SCREWS
@ 4" O.C.
I z
PERIMETER & 8" O.C. FIELD
I
PRE -CAST LINTEL @DOOR
OVER 30# FELT OR
I
& WINDOW OPENINGS -
HOUSEWRAP
I
I
I
w
REFER TO LINTEL
w
SCHEDULE FOR ADDITIONAL
OUTLINE OF
I
O
INFORMATION
DECORATIVE COLUMN
I
w
II
1/2" GYP BOARD ON 1"X2" P.T.
w
FURRING @ 16" O.C. W/ 3/4"
12"xl2'
CONCRETE BLOCK
I
I
I
RIGID INSULATION
COLLI
N W/ (4) #5 BAR IN
GROU
FILLED CELLS
I
�_
-
_
8" CONC. BLOCK WALL W/ #5
L r
VERTICAL DOWELS IN CONC.
REFER
TO FOUNDATION
FILLED BLOCK CELLS @
PLAN FOR
SIZES AND
CORNERS, EACH SIDE OF
REINFORCING
I
OPENINGS AND @ 6-0" O.C.
MAX. REFER TO FLOOR PLAN
FOR EXACT LOCATIONS
NOTE:
REFER TO TYPICAL
WALL
SECTION FOR
I
STUCCO FINISH
ADDITIONAL
INFOMRATION
I
I
REFER TO FOUNDATION
-
,
PLAN FOR SIZES AND
REINFORCING
"^
VAPOR BARRIER
.a.Ld:
I I I III
III —I
I I II IIII—III—
III.
IIII
—III—III—I
I I —III III
iillli�illliiil
I
IL PORCH (16"x16") 2 COLUMN DETAIL & ENTRY TYPICAL WALL SEC
3/4" = 1'-0"
3/4" = 1'-0"
FOB
0 GOO
NOGG
12
71
�_5/8" GYP. BOARD
CEILING
I
PROJECT
LUNA RESIDENCE
FT. PIERCE, FLORIDA
CLIENT
HECTOR LUNA
ISULTANTS
' REGISTRATION
REVISIONS
NO. DATE REVISION
ILA
IKEY PLAN
SHEET TITLE / SHEET NUMBER
DETAILS
A51.00
PROJECT NUMBER R18033
DATE 04/1612019
31
III
/t) O
39 4'
240"
19 4"
3T.41
C 1A
AI
J
F
W
JAY
y
W
L W
J.
.V
WL
y E
E
ra
SAI
;CJ A
th
C16
®
,015
�
m m
m
m
m m
m
m
m +
m
d d E E
E
E
m m
m
m
m m
ru
m
j
j
E E
E
F
3—
I
PB15
2
1
'
PB14
C12
C1
I
i
NG
I
'C12
�1
P 13
;C12
1i
PB13
2
RB12
R-0
D
7' 0"
¢
U U
U
'
HUS26
p
=
I'�
W
W
y
�-
.1-
W
W
J. .Y
y
CJ1A
F
I
W
L
WYY4
WY
W WY 3 y
H 26
-
16' U' .v
ECJ3A:HUS26
`
•C u
61
E.M3
ab6
HUS26
w
.v
W
y
y
y
W
W
y
HJC26
EJ71
a,
w
.I,
y
y
y
-s
�-
c
y
2'g��HUS26
JiI
W
W
W
W
y-'
y
W
JL24
HUS26
.....
-'
EJ4Ti
two
HUS25
EJ4T
M11
I
h�O'CEILI
GGI
U
U
W W
HUS26
E 4T
-
HUS26
4
M9
m
HUS25
!
I
E T
�
M8
I
US26
EJ4T
W
I
I
HUS26
E T
C
,M
JL24
EJB:
FJ7
-
I
�o
,
1
1
O'CEILING
'
�
3' 8"
,
,
EJ8
eJ71
�
I
1
J7
9.0.
b
N
'
I J71
I
L�
E
i
I
I
EJ7
1
I
I
EJ8
CEILI
'v
to
HJC26
i
J8
,b
v
EJ7
I
IL.
2T 43 r.
CA
-
1
5
CJ3
I
b
CJ3
II
v
I
--
—
Cil
L2101F-T2
JL�1 pIF-
.-
mui>
m
6' 4,4/
2' 0"
o
>1
DONNECTION. BY OTHERS
b
'
1
.672
HYS_
. '
-
>11
R
m
�
1
�U
U
r4
U
w
v
8
t-S c3
WW
ALL FRAMING BY BUILDER. TRUSS
FARING HEIGH7 0 IVY AF.F.
BE..
4' 8"
1481,
34 0"
14 g,
76' 8"
W,
TRUSS END DETAIL
SQUARE CUT OVERHANG
12
7
4-516"
'IEL HEIGHT
3.5/12 CLNG
10'T.O.B.
29`
Hatch Legend
57COFFER CEILING @ 1T A.F.F.
n-MICEILING HEIGHT @18' 2" A.F.F.
3.5:12 VAULTED CEILING
IT.O.R @ 10' A.F.F.
T.O.B. @ 12' A.F.F.
CEILING HEIGHT @ 12A.F.F.
Truss Connector Total List
Manuf Product
Qty
FastenMaster FMTLOK06
1
GT3T4BH
1
HJC26
4
HUS26
13
HUS26-2
2
JL210IF-TZ
2
JL24
3
MP3
1
r
:�
t1
Al
P
s
I
M�fl
LUMBER 00., LLC
2820 Kirby Cir. NE, Palm Bay, FI. 32905
Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803
`•• Signature ofthis document acknowedges that the client has reviewed this truss placement diagram
in its entirety and is in agreement with the following items, including but not limited to:
A.) The client is responsible to verify the accuracy of information submitted far use in design,
fabrication, and scheduling. Any labor, material, or time delay Incurred fmm inadequate or incorrect
information supplied from the client will beat the client's expense.
B.) Design Criteria: The client acknowledges that the truss design criteria noted on this truss
placement diagram meets or exceeds the design criteria specified by the building designer, engineer of
record, and local and state building requirements.
C) fabrication and Delivery: One approved truss placement diagram must be returned to the truss
manufacturer before fabrication and delivery will be sscheduled. his the client's responsibility to
coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for
delivery, which must be accessible, level, and dear of material and debris; in lieu of this, trusses will be
delivered in the best available location at our driver's discretion. Care and handling of the trusses
following dilvery's the responsibilty of the client
IX D.) Installation & Bracing: BC512008(Building ComponentSafety Information) WfCA/TPI
ILguidelinesshall be followed when handling, installing, and bmcingtrusses. Temporaryand/or
Q. permanent bracing and blocking is not included in the truss package. Trusses shall be braced to
Q
F prevent rotation and provide lateral stability in accordance with the requirements specified in the
Z construction documents forthe building and on the individraltrus design drawings. Theoverall
W
J stability of the truss system is the responsibilityof the buildingdesigner.
U
E) Field Framing: I-) Tray callings and other ceilingtransitions may require field framing by others.
2.) Ceiling drops and valleys not shown are to be field framed by others. 3.) Overhangs maybe over
length- cutto fit infield. Overhangs are 2x4 or W-no blocking is applied. Comer jacks will be
square cut and hip jacks will be double beveled.
F.) Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, preferably
inwriting. DO NOT CUT ANY TRUSSES before contacting the truss manufacturer with specifics of the
problem. Any field modifications made whhoutan engineered repair drawing will be the responsibility
of the client. No back charges or cram, charges of any kindwill be ampeted, unless specifically
approved in writing by the truss manufacturer's management
G.) This Truss Placement diagram was not created by an engineer, rather by Tibbetts Lumber Co.
LLC staff, and is purely to be used as an installation guide and does not require a seal. Truss deisgn
analysis are on the Truss Design Drawings which may be sealed by the Truss Design Engineer.
Floor Load; Roof Load;
0# psf, 0 TOLL, 0 TCOL, 0 BOLL, 0 BCDL; Du,.: 0 37# pal; 20 TCLL, 7 TCDL, 0 BCU, 10 SCOL; Our.: 1L25
Design chacketl for 10 psF man-wrlcurcem LL on BC.. Design checketl for 10 psf norvmneurcem LL on BC.
Building Code : FBC 2017 Mean Hgt. ......
ASCE7-10 Bldg. Cat. : II
TPI 1-2014 Importance Factor : 1.0
4
Truss Design : C & C Enclosure : Enclosed
W
Uplift Calc. : MWFRS Entry : Exposed to Wind
IX
V
Wind Speed : 160 mph US Lanai Exposed to Wind
ROOF CRITERIA
FLOOR CRITERIA
Z
w
T.C. Pitch 7 / 12
B.C. Pitch 3.5 / 12
Depth 0
CQ1
T.C. Size 2X4
Spacing 0
Heel Hgt. 4-5l16
Bearing 8
Cantilever 0
vapor barrier between goon & wncrete by omems.
Floor trusses held back 314" at exterior wall.,
Overhang 24
block & ffi aby corers Bbddng for vertical lwd transfer by others.
Odspace floor trusses around plumbing as noted
Spacing 24" D.C.
TYP.
ROOF HANGER: THD26
TYP. FLR, HANGER: THD46
A
THD26 Qty
M
THD46 Qty
B
THD26-2 Qty
N
THD48 Qty
arms
C
THDH26-2 Qty
0
THDH48 Qty
z a
<0Q4'a
z
Z
D
THDH26-3 Qty
P
THDH410 Qty�wODUth.
0 oom¢mq w
:U
E
THD28 Qty
Q
w ry I]ai vsu tq H
$ o oo�o
.- UVw�w.
F
SKH26 L!R
R
a
yicoE;W1
u
w
Q V m tt�0-� rq V
O 2 CIj
O W
rn
U �e.�l
E LL
In
nstall hangers per n¢nufaciurefs guMelinea
All
m nnedas rand fie downs oilie
supplied by ag,em
ga r gam truss
girder
truss are to be specified
and
Li
m
U4nYU�Vis
�Zuu~=
N
r
W
Approved by:
m
cawZocwV
<LL
O
oo
aaZQao
n
Desired delivery date:
-�V22R'W F-
Q
k ~�owo
Approval Date:
>LLI-UppK
W200KOj
..0.
w
3
rat00 0wa ULL
a
m
U
Reaction Uplift Reaction Uplift Reaction
Uplift
1 xx xx
7
xx
xx
13
xx
xx
2 xx xx
8
xx
xx
1
xx
xx
I
Q
3 xx xx
9
xx
xx
1
xx
xx
4 xx xx
0
xx
xx
16
xx
xx
rn
5 xx xx
11
xx
xx
17
xx
'xx
LL
a
6 xx xx
12.
xx
xx
8
xx
1 'xx.
s.
Only points listed above have reaction > 5000 or Uplift > 1000
Values shown on sealed design drawings supersede the above.
x
X
F
Client:
Hector Luna
z
W
J
Project :
Luna Residence
L)
Address:
Port St Lucie
Date, Initials, Description
j
W
...
Date :
3222o19
Designer :
JM
Project # 506583
4 LEFT SIDE ELEVATION
TOAT P PLE OF CUPOLA
18'-2"
I
OP OF ENTRY BEAM
12
� TOP OF BEAM
100-"
TOP OF SLAB
0"
RIGHT SIDE ELEVATION
3/16" = 1'-0"
TOP OF
10'-0"
302
■■e30 1Ll
1-d
301
TOP OF SLAB ------ —_ _ __
0"
REAR ELEVATION
3/16" = 1'-0"
; TOP PLATE OF CUPOLA
18'-2''
1pOF ENTRY BEAM
"
TOP OF BEAM
�J 10'-0"
. ' , . I'1. � �, 301 •.
302
TOP OF SLAB ------ _ �_---
v 0"
FRONT ELEVATION
3/16 = 1'-0"
i
■ TOP PLATE OF CUPOLA
18'-2"
TOP OF ENTRY BEAM
12'-0"
TOP OF BEAM MU
10'-0"
TOP OF SLAB �
0" v
KEYNOTES FOR EXTERIOR ELEVATIONS
301
STUCCO FINISH
302
RAISED STUCCO DETAIL
304
METAL ROOFING
306
6'x2' FIXED GLAS&;TRANSOM
lqb 6-- oa6?
FILE COPY,( )tpl�
R' IEWED�FOR
CO COMPLIANCE
ST. LUCIE COUNTY
BOCC
REVISION
SCANNED
BY
a P`n
t. Lucite.
OCT 28 2019
Sf. Lucie County, Permitting
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTON IC INC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
LUNA RESIDENCE
FT. PIERCE, FLORIDA
CLIENT
HECTOR LUNA
CONSULTANTS
REGISTRATION
OF FL i
yr' LJS
R 6898 iV
�17
QED A
REVISIONS
NO.
DATE
REVISION
1
10/07/19
OWNER CHANGES
KEY PLAN
SHEET TITLE / SHEET NUMBER
EXTERIOR
ELEVATIONS
A3.00
PROJECT NUMBER R18033
DATE 10/07/2019
ARCHITECT
DBL 2"X4" TOP PLATE
1/2" GYP. BOARD
CLGS & WALLS
2"X4" STUDS @ 24"
O.C.
P.T. 2"X4"
BOTTOM PLATE
W/ 1/2"DIA. X 8"
A.B. @ 24" O.C.
OR 5/8"DIA X 6"
RED HEADS @ 24"
FO.C.
SLAB
TYP. I NT. WALL
io
m
C
CP
m
,
io
GARAGE DOOR BUCK DETAIL
1/2" = 1'-0"
a
2 COURSE BOND BEAM W/ (1) #5 CONT.
�IN EACH CONC. FILLED COURSE
�—�#5 CORNER BARS
`—#5 VERTICAL BARS
NOTE: ALL #5 BARS TO LAP 26" MIN.
OND BEAM STEP DETAIL
3/4" = 1'-0" �"� 3/4" = 1'-0"
SIMPSON HETA20 PER
SCHEDULE
8" PRECAST LINTEL W/
1 #5 BAR & 8" BOND
BEAM W/ 1 #5 BAR
STUCCO ON
PAPERBACKED WIRE
LATH ON HOUSEWRAP
OVER 1/2" COX
PLYWOOD W/ 8d NAILS
@ 4" O.C. PER & 8"
O.C. FIELD
CUPOLA D
3/4" = 1'-0"
REFER TO TYPICAL WALL SECTION
FOR ADDITIONAL INFORMATION
ETAIL
FILL VOID WITH
CONCRETE —
STUCCO ON RIB LATH
OR 5/8" EXTERIOR
SOFFIT BOARD W/ 1 1/2"
DRYWALL SCREWS @
4" O.C. PERIMETER & 8"
O.C. FIELD OVER 30#
FELT OR HOUSEWRAP—�
16"X16" CONCRETE BLOCK
COLUMN W/ (4) #5 BARS IN
CONC, FILLED CELL
�9lRKKH7W[��'�
SIMPSON MTS16 W/ (14)
10d NAILS @ EACH
TRUSS
SIMPSON MTS16 @ EACH END
OF OVERFRAMED TRUSSES W/
(14) 10d NAILS @ EACH STRAP-
[Kilkv:lomerac]'f 7�XZK■L41711'1
OVERFRAMED
3/4" = 1'-0"
WINDOW
CAULKIN(
STUCCO
TRUSSES @ 24" O.C.
RDER
TRUSS DETAIL1
NATERPROOFING (CONCRETE
SEALER BEFORE & AFTER BUCK
NSTALLATION) TYP. OF ALL 4
TIDES
WINDOW FLASHING (5) WINDOW
61 1 1/2" = l'-0"
DEL 2"x4" TOP PLATE NOTE: REFER TO TYPICAL
WALL SECTION FOR
ADDITIONAL INFOMRATION
� I �
2"x4" STUDS @ 16" O.C. W/ REFER TO FOUNDATION
SP4 "U" STRAPS @ 32" O.C. PLAN FOR SIZES AND
TOP & BOTTOM PLATES REINFORCING
FLASHING
a
SIMPSON MTS16 W/ (14)
III —III III " -" a _ I IIIII I I
10d NAILS @ EACH TRUSS • . < .s a
=I I II I II—IIIIIII
rll=
III z—III
—IIII � II � II � hI I I—IIIIIIIIIIIII
111 I IIIIIIII 111 111 111 111 111 I I
COLUMN DETAIL PORCH (16"x16"
3/4" = 1'-0"
SIMPSON HETA 20 PER
SCHEDULE
FILL VOID SOLID W/
W.
i
w
J
m
0
P-2
P-3 P-1
RIDGE P-2
P-2
RIDGE
P-3 P-1
A
< N N
JQ P_1 c- d P_1
P-2 P 3 P 3 P-2
rARI F
ROOF SHEATHING NAILING ZONE INFORMATION
P-2
P-3 Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCH ITECTONICINC.COM
a STATE REG # AA26003348
x
COPYRIGHT 2017
ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD
ZONE 2: 4' LENGTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD
ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD
NOTES
19/32" COX PLYWOOD SHEATHING
25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS
UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND
SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING
METAL ROOFING ON PEEL-N-
STICK ROOFING DRYIN ON 5/8"
COX PLYWOOD NAILED PER
ROOF SHEATHING NAILING ZONE
DETAIL
PRE-ENGINEERED WOOD
TRUSSES @ 24" MAX - REFER
T¢MANUF $H@ DRtZ AWI�IC-�S
R-21 SPRAY INSULATION-
SIMPSON HETA 20 PER SCHEDUL
(2) COURSES OF CONC.
BEAM BLOCK W/ (1) #5 BAR
IN EACH COURSE
METAL DRIP EDGE
I
�
I
1"X8" 2"x6" FASCIA
8" PRECAST LINTEL W/ 1 #5
I
_
BAR & 8" BOND BEAM W/ 1 #
BAR
2"X4" BLOCKING @ 6'-0" D.C.—
5
STUCCO ON RIB LATH OR
I
I
I
STUCCO SOFFIT ON
5/8" EXTERIOR SOFFIT
RIBLATH W/ CONTINUOUS
BOARD W/ 1 1/2" DRYWALL
-
SCREEN VENT
SCREWS
@ 4" O.C.
I
I
z
PERIMETER
& 8" O.C. FIELD
I
I
0
PRE -CAST LINTEL @ DOOR
OVER 30# FELT OR
I
¢
&WINDOW OPENINGS -
HOUSEWRAP
I
I
I
�i
REFER TO LINTEL
w
SCHEDULE FOR ADDITIONAL
OUTLINE OF
I
INFORMATION
DECORATIVE COLUMN
-
w
II
w
1/2" GYP BOARD ON 1"X2" P.T.
w
FURRING @ 16" O.C. W/ 3/4"
12"x12" CONCRETE BLOCK
I
I
RIGID INSULATION
COLUMN W/ (4) #5 BAR IN
GROUT FILLED CELLS
4_�
8" CONC. BLOCK WALL W/ #5
VERTICAL DOWELS IN CONIC.
REFER TO FOUNDATION
FILLED BLOCK CELLS @
PLAN FOR SIZES AND
I
I
CORNERS, EACH SIDE OF
REINFORCING
OPENINGS AND @ 6-0" O.C.
MAX. REFER TO FLOOR PLAN
FOR EXACT LOCATIONS —
NOTE: REFER TO TYPICAL
WALL SECTION FOR
STUCCO FINISH
ADDITIONAL INFOMRATION
REFER TO FOUNDATION
—
_ ,
PLAN FOR SIZES AND
REINFORCING
°_a',• .,
VAPOR BARRIER
I
IIII—III
I -
�..,,
I IIIII
III
—IIIIII—III—I
I I1
- ," , .. ■_ �:.-
ICII .:..
II I
11—I � IIIII
I I I I I1 1 11 I IIII—IIII
�I ICI
� IIII—I
1 11
—III
� I —I
11-1 I
I
I
7
�_5/8" GYP. BOARD
CEILING
BASE
IECT
LUNA RESIDENCE
FT. PIERCE, FLORIDA
CLIENT
HECTOR LUNA
CONSULTANTS
REGISTRATION
yr' ELJS
• �
A 96 98 , C,1
REVISIONS
VO. DATE
I 10/07/1
KEY PLAN
I
I SHEET TITLE / SHEET NUMBER
DETAILS
00
1 S �� -
COLUMN DETAIL &ENTRY TYPICAL WALL SECTION o��� Bocc (nl3al� I 5,
2 IT
3/4" = 1'-0" 1 3/4" = 1'-0" PROJECT NUMBER
R v I II DATE
d '
L
ffiIIII� i
10/07