HomeMy WebLinkAbout39309 6th AveARCHITECTURAL
INDEX OF DRAWINGS
TEMPLE TRUSS REPAIR
-Paqe: Sheet Name
CS Cover Sheet/Locction
A-1 I st Floor Plain
A-3 EIevictions
A-4 Elevations
S-2 Roof Framing Plain
E — I Electrical /LIFE SAFETY
D — I DETAILS 4 ROOF BRACING,
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GABLES, CONECTORS
MAP RELATIVE LOCATION
V
SO S1.1 469-WL"W i fit Va NJ Z-12 YLATUEZZ&A , X-MIJ 055g�4211
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AER�AL VIEW
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE, ILLS
AND THE CITY OF ZEPHYRH
ORDINANCES
It I �_, - , /0
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JKHazards by Location
Search Information
Address: 39309 5th Ave, Zephyrhilis, FL 33542, USA
Coordinates: 28.2376155, -82.16625369999997
Elevation, 94 ft
Timestamp: 2019-07-26TO2:05:57.843Z
Hazard Type. Wind
I ASCE 7-16
ASCE 7-05
MRI 10-Year 79 MR1 IG-Year 78 rTqpn ASCE 7-05 Wind Speed 106
MRI 25-Year
92
MR1 25-Year
93
MR1 50-Year
104
MRI 50-Year
104
MR1 100-Year
114
MR1 100-Year
114 r-rM i
RiskCategory 1 128
Risk Category 1 12 8
Risk Category 11 ... A 137 mp'�?
%�Rlsk Category I 1 3
A 1 7 RiskCategorylV 150 mph
10
-1U ;F
0 MMH ItAMC 'Wav- 7K 1W
Ine �ez I You arp in a w�vd-barne- okei n's regii0n.
you aro alsc') 10hil'Vif" I "T1,4164 01"th-gre comsw
if - u 1, in 1 Milo of the
aft AW wu'tl
mean high wak r
cin a sta I
!mean h' h wamr line.
Risk Category Ill AL 146
Risk Category Ill -IV A& 146 rnph
qsructure, u� --,!Pr rxvsider tion is a
ffie A-
I f t1I cx _11 iV L" ri d or op k I S �,d e Ire 1, 110 ID is,
hesvthcara fiacl�ibv -rd i -t., are also within
_y andlyouan-),also
ni- --; c)f Lfife- coas,.�A rnewi high nater fina,
%vfthin I rnife of lize coastai m, an high
you are in a ii region. If
rilrie, YOU are. in a wird-borne
ofl-iar occu�panqy, 'he Risk Cants -go, & y N
deb,'gs regien, H, other occupancy, us
A to detew -&Ie if
bas�c twind wim. uu,"A,
the R'b, 114 09h..9or, -1 b � luvwinval p id
ee
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THESE CONSTRUCTION
DOCUMENTS HAVE
BEEN PREPARED BY
LANTES CONSTRUCTION SERV L
THE DIRECTSUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
2014 F,B.0 RESIDENCIAL
EDITION TO THEBEST OF THE
ENGINEERSKNOWLEDGE & BELIE
THE STRUCTURAL PLANS,
COMPLY WITH FBC
(2014 5TH EDITION),
3 SEC,GUST EXPOSURE B
FOR 150 MPH WIND
IMPORTANCE
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
DATE IS SIGNED AND
SEAL
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00
0
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PLANS COMPLY WITH THE 2014
FLORIDA BUILDING CODE RESIDENCIAL
Sheet #
CS
I TT_
GENERAL NOTES:
11. BUILDING GROUP OCCUPANCY GROUP A-
2. BLG CONST (TABLE 500): TYPE 5B (UNPROTECTED)
3. NUMBER OF AREA/HTG: 6 KSF/1 STORY
4. BLG SQUARE FOOTING 1, 912 S. F.
5. ALL EXTERIOR WALL TO BE SHEAR WALL
16. OCCUPANCY: ASSEMBLY W/FIXED SEATING 90 OCCUPANTS]
PRODUCT APPROVAL
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGORY
NMLFACTURER
FL APPROVAL No.
EXP, DATE
STRUCTURAL COMPONENT
CONC. LINTEL
CAST-CRETE USA,Imc.
FL158-RII
9/11/21119
STRUCTURAL COMPONENT
ANCHORS
W130D CONNECTOR
SIMPSON STRONG TIE
FL13326-R4
FL10661-R5
12/31/201�
12/31/2019
ROOFING
UNDERLAYMENT
TAMKO Bultding Products
FL12328,11-RS
12/31/2020
ROOFING
SHINGLES
TAMKO BuILd1mg Products
FL18355-R4
12/31/2020
DOORS (EXTERIOR)
SWINGING
THERMATRU
FL5891-R6
12/31/2021
DOORS
GARAGE DOORS
CLOPAY BLDG PRODUCTS
FL5678-R2
T5-/21/2028
Panel Watts
Siding
James Hardie Building Prod
FL10477-R7
04/05/2019
WINDOW
SINGLE HUNG
MI WINDOWS
FL15217-R5
09/26/20J9
PANEL WALL
SOFFITS
I
KAYCAN LTII
FL12198-R5
12/31/202�
ROOFING
IRooflng Accessories
Florida Metal. Products,
IImc.
FL 21580.3
-
12/31/2020
FIRE S�
WALL LEGEND
8"CMU (block) 2" int. Wall (exterior)
2%6" SYP Int wall 24" or 16"O.0
2%4" SFP Int wall 24" or 16" O.0
5 Ply 2x6 SYP# 2 POST W/ SIMPSON HTT16 @ BASE USING 5/8
WDMOW BUCK DETAI-L DIA EPDXY SET ANCHOR BOLT W/4" EMBEDMENT & 10-D NAILS
I I
WINDOW FASTENIM - Fnxne:
1. USE MANUFACTURIERS INSTALLATION SPECiRCATIONS WHEN OP90C IS
OU
BUCK MATERIAL
LESS THAN OR E AL TO Y4* SPACE BETWEEN THE WINDOW AND THE
2. BUCKSTRIPS MUST BE SET IN A BEAD OF SEALANT. THE OCTERiCR
JOINT BETWEEN THE BUCKSTRIP AM MASONRY MUST ALSO BE SEALED.
BUCKSTRIP tS NOT NECESSARY AT THE SILL IF IT IS PRE -CAST. ALL
GAPS MUST BE SEALED. BUCKSTRIPS SHOULD BE PRESSURE TREATED
YELLOW PINE, SPRUCE OR COMPARABLE LUMBER. IN ACCORDANCIE WTH
THE FLORIDA BULDING CODE, A TAPER, OR BEVEL ON (THE BUI0( rS
ACCEPTABLE IF THE WINDOW FRAME IS FULLY SUPPORTED BY THE
BUCKSTRIP AT BOTH THE INTERIOR AND EXTERIOP_
3� ff- U
f OT b0OW INSTALLAT10N FASTENERS SHOULD BE A MINWM
S= I' THICK OR GREATER WOOD BUCKSTRIPS
#10 X I X- WOOD SCREWS, INSTALLED THROUGH THE WINDOW INFTO THE
BUCKSTRIP. WINDOW MAY BE SHIMMED AS NECESSARY. PROVIDED A
MINIMUM SCREW EMBEDMENT OF 1 Y4* IS MAINTAINED IN THE B=STRIP.
WINDOW FASTENERS SHOULD BE LOCATED A MAXIMUM OF 4:" FROM EACH
CORNER AND MA)MUM OF 18* D.C. IT IS RECOMMENDED THAT
ACTUAL SIZE OF THE BUCKSTRIPS SHOULD BE NO LESS TeM I r X 2
FASTENERS 140T BE INSTALLED THROUGH THE SILL OF THE WINDOW. THE
)V. BUCKSTRIPS SHOULD BE INSTALLED USING MHUM XC X 2 %-
MASONRY SC:RM TO MAINTAIN I Y4� EMBEDMENT. 19' Or- & e FROM
EACH END.
PREFABRICATED
V= 7RUSS '4X4 PF POST
F572X4
_�4
EXT
WALL W/ 4X4 PT BOT PLATE
Y DRY WALL
HOME SW:
IV THICK CONIC SLAB
W/ 6XIS 10/10 WWM
8*X9' ON 6 MIL VAPOR
MONO FOOTING BARRIER
�C
W/ (1) #5 ROD
ME AT DW
POST AT ENTRY PORiCH
hem,
SCALE. 3/4'-1_,_0Q
CONTRACTOR MAY SUBSTITUTE PLAN MANUFACTURERS WITH THEIR PREFERED
MANUFACTURER SPECIFICATIONS MUST BE EQUAL OR EXCEED SHOWN SPECIFICATIONS,
SUBMIT NEW SPFrTFTrATTnN.'� P. MAN] 1FArT1 IP7P DATA Tn W In nTMr -PAOTUMIT 6 T11-11-
component & c(adding design pressure talo(e
(132 mph, 3 sec, gust, 2,1/12 to 6.9/12 pitch, exposure lo, height = 0 to 30 f�eet,
Importance f actor I (enclosed) (psf)
tributary areo, (-Pt 2)
r 0 0 f
wa([
(gcpi=+/- '18)
(gcpl=+/- .18)
10
14.9 -50.1
25.9 -34.7
20
13,6 -45A
24.7 -32A
50
11.9 -39.3
23.2 -29.3
100
1 10.5 -34,7
22.0 -26,9
125
10�5 -34.7
21.7 -26.2
1 for effective areas of wind speeds between those given above the
load may be interpolated, otherwise use the load associated with the
lower ef f ective area,
C6
0) 2 table values shall be adjusted for height and exposure
+1
by multiplying by
0 adjustment coefficients in table 1606.2d of the Florida
building code 2014 edition.
(7
3 plus and minus signs signify pressures acting toward and away from
the building surf aces,
I
E-
SEE SEPERATE SHEET
FOR UPLIFT CONNECTIONS
cy-Y
I ).
DOUBLE TOP PLATE
SIMPSON SP2 CONNECTOR
SIMPSON SP1 0 BOT. EA. STUD
2"x P.T. PLATE
TOP OF PLA
2' X 6' CONT, WD. BACKDOG
IN BETWEEN STUDS @ 24' 9/C
3 5/8 OR 5 5/8' CHANNEL
SHAPS STUDS @ 16' O/C.
3/4' PLYWOOD SHELVES ON
K. V, STANDARD, COVERED
IN PLASTIC LAMINATE
3/4' PLYWOOD CONSTRUCTION
PULLS AS SELECTED
3/4' PLYWOOD CONSTRUCTION
TOP OF PLATE
COUNTER COVERED
1
C LAMINATE
2' X 4' CONT. WD, BACK
z
IN BETWEEN STUDS
-3/4' PLYWOOD SHELVES ON
K. v, TANDARDS, WHITE
S
VINYL INTERIOR
FINISHED FLOOR
KITCHEN
CABINET DETAIL
INSULATION
SCALE, N.T.S.
CEILING: 5/8' DRYWALL OR
11/2" COUNG BOARD
1/2- DRYWALL TYP.
(4ROM16d]
2'x4' STUDS (MIN) @ 15- O/C STAGGERED @
16- OC FOR 2M�
GREATER
16dNAMS
(1) ROW MO)POINT TO 8--0" MAX. HT.
1/2" DLAL ANCHOR BOLT 24" O/C
W/ 2" DIA x 3/16" PLATE WASHER T`YPICAL
(MIN. 6" ENIBEDMENT) OR EQUAL.
(2) #5 RODS
(2) ROWS 2X LOCKING @ 3 Pal ITTS OVER 8'HT. _O'
4w' 16.0 4.0
TYPICAL LOAD BEARING INTERIOR WALL
SEE 14/Sl FOR ADD'L INFORMATION NOT SHOWN.
12 FOAM INSULATION W/ BAFFLES
HURRICANE ANCHOR @ EACH
TYP) VARIES TRUSS (SEE UPLIFT SCHEDULE, SEPERATE SHEET) W/ METAL
PLATE UNDER EACH TRUSS
CEMENT TILE ON 90# MINERAL SURFACE ROOFING,
HOT MOPPED OVER 30# FELT -OR- 25 YEAR DIM.
OR FIBERGLASS SHINGLES ON TINTAB 15# FELT
1/2" 3-PLY PLYWOOD SHEATHING OR 5/8" OSB
NAILED AND W/ ALUM H-CLIPS
V ELEV. VARIES
-Adk
CEMG: 5/8" DRYWALL
OR 1/2' CEILING BOARD
1x4 PT NAILER
PRE-ENGINEERED WOOD TRUSSES
@ 24" OC W1 METAL STRAP UNDER
EACH TRUSS
STD. 90* HOOK
(SEE DETAIL)
1/2" DRYWALL
1Y2 FUR STRIPS @ 16" OC
OVER INSULATED WALLBOARD-
IX2 PT FUR STRIPS @ 16" OC
W/ CELLULOSE SPRAY INSULATION
TYPE "S" MORTAR
1x4 PT BASE NAILER
3 1/4' WD BASE
SHOE @ VINYL AREAS
4" THK CONC SLAB W/ 6X6
WIA X WIA WWF
OR FIBERMESH.
6 MIL VAPOR
BARRIER
CLEAN, POISIONED AND COMPACTED
PROCTOR PER ASTM D1557)
8X8X16 CMU
FILL CELLS W/ CONCRETE WEN
STEMWALL HEIGHT EXCEEDS 24"
8'1113" FOOTING W/ (3)
#5 RODS CONT.
CONT. METAL DRIP EDGE
5/4 X 4 PRIMETRIM DRIP
5/4 X 8 OR 5/4 X 10 PRIMETRIM FASCIA
OR IX8 WOOD FASCIA W/ 2X6 SUBFASCIA
ALUMINUM SOFFIT W/ CONT. VENT
8"x16" V BLOCK W/ (1) #5 CONT. & FMD
W/ 2500 PSI CONCRETE
8" C.M.U. TYPICAL
EXTERIOR FINISH
(1) #5 VERT. IN FILL CEO
(SEE FOUNDATION PLAN & NOTES)
Cx4" INSPECTION PORT AT
EACH FILL CELL TYPICAL
STD. 90' HOOK BEYOND
(SEE DETAIL)
ELEV 0'-0" TOP OF SLAB
SOIL MINIMUM BEARING
20Q0 PSF
BOTTOM OF FOOTING MIN. 12"
BELOW FINISHED GME
EXISTING WALL
TYP. WALL SECTION
�M_o
7
2X4 PIT PLATE
DOUBLE 2X4 PT STUD -
1/2"x6" J-BOLT 024" O.C.
OR EQUAL.
2X4 STUDS 0 16' OC
(U.N.O.)
LOAD BEARING OR
EXTERIOR WALL
gyp)
iLEHEADERW/112"
7H PLATE
M
STUDS TYP.
......... ................. .
11
�OLT, "'MOR
0
'TE
WE HEADER SCHEDULE/
OPENINGSIZE
ADER SIM
UPT03
ILI.,L'01.�:!`
2- �'l
S-7'TO 1T-6"
2-2'�12'
CONCRETE COVER:
'REQUIRED ATLOADBEAEMWALL
HEADER DETAIL
(UPI 1 1: :X:
8, CMU
#5 VERTCAL IN FILLED co I
I # 5 X 5'
ADDIL. CORNER
BARS
CORNER REINFORCI
DETAIL FOR WALL
N.T.S.
TO BE AS FOLLOWS,
BOTTOM
TOP
SIDES
FOOTINGS
3'
2'
-
3'
GRADE BEAMS
3'
2.
2'
WALLS
-
1.5'
COLUMNS
-
-
1.5'
BEAMS
1.5'
1.5'
1.5'
SLABS
1-
1.
1 1,
MASONRY: REINFORCING STEEL:
A. LOAD -BEARING MASONRY SHALL CONFORM TO ASTM C90 'HOLLOW
LOAD -BEARING CONCRETE MASONRY UNITS', AND HAVE A COMPRESSIVE
PRISM STRENGTH F'm OF 1500 PSI. ALL LOAD -BEARING MASONRY
SHALL BE PLACED PRIOR TO THE CONCRETE PLACEMENT OF
COLUMNS OR BEAMS,
B. MORTAR SHALL COMPLY WITH THE PROPERTIES AND PROPORTIONS
OF ASTM C270 EXCEPT THAT SLAG CEMENTS SHALL NOT BE
USED. MORTAR SHALL BE TYPE M. MINIMUM COMPRESSIVE
STRENGTH @ 28 DAYS OF 2500 PSI, MINIMUM MIXING TIME FIVE
MINUTES AFTER ALL INGREDIENTS ARE ADDED,
C. ALL EXTERIOR MASONRY WALLS SHALL BE REINFORCED WITH #9
LADDER TYPE HORIZONTAL AT 16' D.C. TYP. OR A/E APPROVED
EQUIVALENT AT EVERY OTHER BLOCK COURSE
D. REINFORCED MASONRY CELLS SHALL BE FILLED WITH GROUT HAVING
8' TO 11' SLUMP, STRENGTH F'c = 2500 PSI COMPLYING WITH ASTM
C476. POUR MASONRY CELLS PRIOR TO THE TIE BEAM CONCRETE
POUR
�*STUCCO FINISH
CONCRETE BLOCK
WALL OR CONCRETE
CONT. SEALANT.
WOOD MOLD.
2' X 6' WOOD BUCKING AS
REQ. ON ALL EXT, DOORS AND
WINDOWS
1/4' X 5' LONG TAP CONS, @
12' O.C. FOR JAMB AND HEAD
NOA # 02-0503-07
5/8' GYPSUM BOARD OVER
WOOD SHIM
WOOD FRAME.
WOOD TRIM
CONT, SEALANT
WOOD FURRING.
CORNER BEAD.
1' FURRING CHANNEL WITH
INSULATION @ ALL EXTERIOR WALL
H_LVq �u
(3111) S �0
S.N3VY
7i
0t7 ------
I
51 11 :4 t7 >
0
998z q?qz
7
J HAL��
12'-5" x 3'-5"
SLAB (TILE) 8.
m CEILING FLAT @
43 SQFT
0) <
0
0)
: 00
RE�FPTIIONIENTRY
6`34 CD
10'-10" x 17'-7" 10
I SLAB (TILE)
190,142 SQFT
CEILING FLAT @ 8'
CD
I
cc
F- - - - - - - - -
COi
L
FT
9MITSIX3
-6-
NEW
I
1 PROPOSED
PORCH
77 SID FT
peiln
Co
INSULATION ALL EXTERIOR WALL
HALL
49'-8" x 29'-8"
SLAB (TILE)
RIF 0'0'
CEILING = VAULTED
1461.25 SQFT
OtIO17
WSUI AIION
Z170117
2 Al I EXTERIOR WAI 1
017017 C 1 0
0170tr
SMO(INIM HS
SM00 N M H
SAA00NIM HS
11SIX3
-4' 4'-
ONUISIX3
G 4/- 4'-
ONLUSIX3
6'- 4' 4'-
9NI-LISIX
G'
HO_LOV�UNOO IV�IBN�10 A9 )%_=11�:OA (11:31=1 32 01 NOIS�IIAIIO 171V
I' x 3' CEILING STRIPS
(ER MET& HI -HAM)
1! 241 Or-
DRYWALL CEILING
5-Y (16 GAGE) CEILING CHN*EI_
V/8d NAILS @ 24' 1LC.
5 5/8' NTL STUDS
@ 16' 1111 W/ Y DRYWALL
BOTH SIDES.
BASE (SEE FIN. SCHEDULE)
5-Y (25 GAGE) FUMR CHANNEL
NAILED TO 2 x 4 W / Od NAJLS
@ 24' OIC.
2 x 4 P.T. NAILER V/ 3' POWER
ACOVAIED ANCHORS TO C34C n.".
Fum Fmm FIN SCNEDU_0
6X6 WL4 X WIA W.W.F.
tal�
1 #5 CONT.
W-no \ CEIMPOCTED FILL
BARRIER (6 MIL)
4_4
TYRTHICKENED SLAB (TE)
SCALE, 3/4' 1-0'
M
<1
(D
CL
pallneA
14
C/)
M
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+
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FA-H-1
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JL 9�0
70
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13SO-10
FA_H_
LIVING AREA(ASSEMBLY) 1,835 sf
FRONT PORCH AREA (NEW) 77 sf
ITOTAL AREA (REMODEL & NEW) 1,912 sf
PROPOSED
I ST FLOOR PLAN
C� t- A 1 117- 1 A I n
via
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THESE CONSTRUCTION
DOCUMENTS HAVE
BEEN PREPARED BY
LANTES CONSTRUCTION
SERVICES LLC
THE DIRECT SUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2014 FBC 5TH EDITION),
EDITION TO THE BEST OF THE
ENGINEERS KNOWLEDGE & BELIEF
THE STRUCTURAL PLANS.
COMPLY WITH FBC
SECTION 1606 FOR 150 MPH WIND
3 SEC,GUST
IMPORTANCE FACTOR=1, ENCLOSED
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
SEAL
UJ
0
z 0
Z
0
J X
LL LU
IPLANS COMPLY WITH THE 2014
FLORIDA BUILDING CODE IRESIDENCIAL
Sheet #
A-1
_HT _1_11_11TWFI IR, i - - - __ - - - - I I I I I ; 11 1 1 1 Ad I __F7___ -1 -1-
Ist FLOOR BEARING POINT 8'-01
F.F TO TOP RIDGE 18'-0'
FROM F.F TO TOP RIDGE 180'
-, SHIELES REEF
ASPHALT SHINGLES SHiALL BE APPLIED IN COMPLIANCE WITH THE REIFIF SYSTEM
ASSEMBLY PRODUCT CONTROL APPROVAL.
UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF ASTM D 226, TYPE 11 FELT
WITH A 4' EIVERLAP, ON APPLICATION DN SLDPES OF NOT LESS THAN 4'12'. ALL
ENGINEER ROOF TRUSS SYSTEM (BOSTON HIP) UNDERLAYMENTS AND SHINGLES SHALL BE NAILED WITH A MINIMUM 12 GAUGE
CORRIESION RESISTANT ROOFING NAIL DR APPROVED EQUAL, AND IN COMPLIANCE
WITH THE APPLICATION METHODS DETAILED IN THE RDOF SYSTEM ASSEMBLY
PRDDUCT CDNTRDL APPROVAL, WITH LESS THAN SIX APPROVED ROOFING NAILS
New Architectural Shingle OR APPROVED FASTENING DEVICES WITH PENETRATE THE SHEATHING EIR WEIIII)
Asphalt Dimensional PLANK A MINIMUM OF 3/16'.
INTERSECTIONS, EAVES, RAKES, VALLEYS, GABLE ENDS, AND THE STARTER CDURSE
[IF COMPOSITION SHINGLES SHALL BE SET IN AN 8' WIDE BED [IF APPROVED CDLD
ADHESIVE OR ROOFING CEMENT,
STOOCO GABLE WITH VENT
SPANISH TEXTURE STOOCO 12 ALL PERIMETER TERMINATIDN AND VALLEYS SHALL BE FABRICATED FROM METAL,
6
PORCH TOP OF RIDGE 11`6'
New Architectural Shingle 712
Asphalt Dimensional
ArchItecturat Shingle
Asphalt Dimensional 6
SPANISH TEXTURE STOOCO
REPAINTED
3
CAST
STON
F�F 0'-0'
F.F 0'-(-6)'
NOTE: THE BLOCK SHOWNED IS TO BE STOOCO
STEI`�;
PnRr.H F.F
ALL SURFACES SHALL BE PAINTED, EXCEPT AS NETED
4-FRIMER / SEALERS & COATS [IF PAINT SHALL BE AS FOLLOWS:
EXTERIOR STUCCO AND EXPOSED CONCRETE;
1) LINE COAT OF PRIMER / SEALER
2) TWII COATS OF PAINT (EMULSIIIN MASONRY PAINT)
FERROUS METALS� SHOP PRIMED
I COAT OIL PRIMER
2 COATS GLOSS OIL ENAMEL
INTERIDRSi
1) ONE COAT OF PRIMER / SEALER
2) TWO COATS [IF SEMI-GLIISS LATEX PAINT,
INTERIOR UTILITY AREAS:
1) ONE COAT OF PRIMER / SEALER
2) TWO COATS OF SEMI-GLIISS WASHABLE WATER RESISTANT PAINT,
SUGGESTED MANUFACTURER: BENJAMIN MOURE, SHERWIN WILLIAMS, OR APPROVED
EQUAL. COLOR ISELECTILIN TO BE PROVIDED BY THE CONTRACTOR AND
SELECTED BY THE ARCHITECT.
PORCH JOIST BEARING POINT 8'-0'
ALUMINUM (WOOD GRAIN FACIA)
VENTED ALUMINUM SOFFIT
--COLUMNS
GRADE
4-f FINISHES
P R 0 P 0 S E_ D RUBBED FINISH `_1IR ALL VERTICAL EXPOSED CD N CR ET E SU R F A CLS,
0 TROWELED FINISH FOR ALL EXPOSED CONCRETE SLABS,
FRONT F-LEVATI N AT AREAS TE RECEIVE CARPET OR RESILIENT FLOORING
SCALE 1/4 1 9 —099 LIGHT BROOM FINISH FOR UTILITY AREAS, WALKWAYS ANT) SIDEWALKS,
ROUGH SCREED FOR TILE TO PROPER LEVEL 13FLOW FINISH CRADF.
12
6['��
ENGINEER ROOF TRUSS SYSTEM (BOSTON HIP)
FROM F.F TO TOP RIDGE 18'-0'
New Architectural Shingle
Asphalt Dimensional
STOOCO GABLE WITH VENT
SPANISH TEXTURE STOOCO
New Architectural, Shingle
Asphalt Dimensional
12
SPANISH TEXTURE STOOCO
z
REPAINTED
NEW FIX GLASS WINDOW COPPER CHASE TO S IFFIT AND RU� TO AH
CAST STONE C
S
F,F 0'-0'
F.F 0'-(-6)'
1
STEPS
_F
GRADE PORCH F,F
HVAC UNITS SHALL BE MOUNTED
TO
PROPOSED
CONCRETE PAD W1 #14 SCREWS
4-b WINDEWS
AD GASKETED WASHERS 3 PER SIDE
ALL WINDOWS
ARE PVC FRAME (pqt) WITH DOUBLE PANE
REAR ELEVA71ON
LOW F GLASS
ARGON GAS FILL FASTEN TO THE FRAME WALL,
19= 1 1-099
SCALE 1/4
ACCORDING TO
VENDOR SPECIFICATIONS
WHITE FINISH.
MAX 1/4 SHIN GAP BETWEEN WINDOW FRoME AND
WALL
EXISITING EXISITING
REAR ELEVATION
FRONT ELEVATION SCALE 1/4 99=1 9-099
SCALE 1/4 19=1 9-099
1st FLOOR BEARING POINT 8'-0'
ALUMINUM (WOOD GRAIN FACIA)
VENTED ALUMINUM SOFFIT
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THESE CONSTRUCTION
DOCUMENTS HAVE
BEEN PREPARED BY
LANTES CONSTRUCTION
SERVICES LLC
THE DIRECT SUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2017 FBC GTH EDITION),
EDITION TO THE BEST OF THE
ENGINEERS KNOWLEDGE & BELIEF
THE STRUCTURAL PLANS,
COMPLY WITH FBC
SECTION 1606 FOR 150 MPH WIND
3 SEC.GUST
IMPORTANCE FACTOR=1, ENCLOSED
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
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FLORIDA HULDING CODE RESIDENCIAL
Sheet #
A-2
T
FROM F.F TO TOP RIDGE 18-10-,
PORCH TOP OF 6��
New (p
� Entry)
Architecturat ShIngLe
Asphalt DimenslonaL
12
-----�6
J
ID
SPANISH TEXTURE STOOCO
REPAINTED
FROM F,F TO TOP RIDGE 18'-0',
12
6L---
1ND FLOOR BEARING POINT 8'-0'
PROPOSED
RIGHT ELE
SCALE 1/4":
4-E METAL ROOF PANELS
ALL METAL PANALE SHALL BE APPLIED IN COMPLIANCE WITH THE ROOF SYSTEM
ASSEMBLY PRODUCT CONTROL APPROVAL AND MANUFACTURES GUIDE LINES,
UNDLRLAYMLNT SHALL BE A MINIMUM OF ONE LAYER OF ASTM D 22G, TYPE II FELT
WITH A 4- OVERLAP, ON APPLICATION ON SLOPES [IF NOT LESS THAN 4'�12', ALL
UNDERLAYMENTS AND METAL PANEL SHALL BE NAILED WITH A MINIMUM 12 GAUGE
CORROSION RESISTANT ROOFING NAIL LIP PROVIDED BY ROOFING MANUFACTURER, AND IN COMPLI
WITH THE APPLICATION METHODS DETAILED IN THE ROOF SYSTEM ASSEMBLY
PRODUCT CONTROL APPROVAL, WITH LESS THAN SIX APPROVED ROOFING NAILS
OR APPROVED FASTENING DEVICES WTTH PENETRATE THE SHEATHING UP WOOD
PLANK A MINIMUM [IF 3/1G'.
INTERSECTIONS, EAVES, RAKES, VALLEYS, GABLE ENDS, AND THE STARTER COURSE
[IF COMPOSITION SHINGLES SHALL BE SET IN AN 8' WIDE BED OF APPROVED COLD
ADHESIVE OR ROOFING CEMENT.
ALL PERIMETER TERMINATION AND VALLEYS SHALL BE FABRICATED FROM METAL,
SPANISH TEXTURE STOOCO
REPAINTED
ArchtecturoA Shlng�e
Asphollt Dlmenslonct�
ID
PROPOSED
LEFT ELEVATION
SCALE 1/4 99 = 1 9 — 019
1ND FLOOR BEARING POINT 8'-0'
FROM F.F TO TOP RIDGE 18'-0'
GRADE
12
61---�
SPANISH TEXTURE STOOCO
12
- FINISH, GRADE
EXISTING
RIGHT ELEV,ATION
SCALE 1/4"=1 099
4-c APPLICATHIN:
ALL SURFACES SHALL 13E PAINTED, EXCEPT AS NOTED
PRIMER / SEALERS & COATS OF PAINT SHALL BE AS FOLLOWS;
EXTERIOR STUCCO AND EXPESED CONCRETE:
1) ONE COAT OF PRIMER / SEALER
2) TWO COATS OF PAINT (EMULSION MASONRY PoINT)
FERROUS METALS1 SHOP PRIMED
I COAT OIL PRIMER
2 COATS GLDSS OIL ENAMEL
INTERIORS:
1) ONE COAT [IF PRIMER / SEALER
2) TWO COATS OF SFMI-GLOSS LATEX PAINT,
INTERIOR UTILITY AREAS1
1) ONE COAT [IF PRIMER / SEALER
2) TWO COATS OF SEMI-GLIISS WASHoBLE WATER RESISTANT PAINT,
SUGGESTED MANUFACTURER1 BENJAMIN MOORE, SHERWIN WILLIAMS, OR APPREVED
EUUAL. COLOR SELECTION TO BE PROVIDED BY THE CIINTRACTOR AND
SELECTED BY THE ARCHITECT.
EXISTING
LEFT ELEVATION
SCALE 1/4 99= i 9—o?9
FINISHES
RUBBED FINISH FOR ALL VERTICAL EXPOSED CONCRETE SURFACES,
TROWELED FINISH FOR ALL EXPOSED CONCRETE SLABS,
AT AREAS TO RECEIVE CARPET OR RESILIENT FLOORING
LIGHT BROOM FINISH FOR UTILITY AREAS, WALKWAYS AND SIDEWALKS,
ROUGH SCREFE FOR TILE TO PROPER LEVEL BELOW FINISH GRADE
4-cl \A/TNTT1\A/,1�
ALL WINDOWS ARE PVC FRAME (pgt) WITH DOUBLE PANE
LOW E GLASS ARGON GAS FILL FASTEN TO THE FRAME WALL,
ACCORDING TEI VENDOR SPECIFICATIONS
4-f' WHITE FINISH, MAX 1/4 SHIN SAP BETWEEN WINDOW FRAME AND WALL
COMPOSIT SHIN (ONLY) NO WOOD SAP BETWEEN WINDOW FRAME AND WALL
4-c FXT PnlIP��
ALL EXT DOUR FASTEN TO FRAMING (AT EACH CERNEF
ALONG SIDE OF FRAME 16' EI.0 AND AT EACH HINGED
ACCORDING TO VENDOR SPECIFICATIONS
CLIMPLISIT SHIN (ONLY) NEI WOOD SHINS WITH A MAX
12
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AND AT BUTTON 6: EACH WAY
OF 1/4' GAP BETWEEN DOOR FRAME AND WAL
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THESE CONSTRUCTION
DOCUMENTS HAVE
BEEN PREPARED BY
LANTES CONSTRUCTION
SERVICES LLC
THE DIRECT SUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2017 FBC GTH EDITION),
EDITION TO THE BEST OF THE
ENGINEERS KNOWLEDGE & BELIEF
THE STRUCTURAL PLANS.
COMPLY WITH FBC
SECTION 1606 FOR 150 MPH WIND
3 SEC,GUST
IMPORTANCE FACTOR=1, ENCLOSED
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
DATE IS SIGNED AND SEAL
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FLORIDA 13UILDING CODE RESIDENCIAL
Sheet #
A-3
CONNECTION
FASTENER(S)
QUANTITY / SPACING
LEDGER STRIP
16d COMMON
3 AT EACH JOIST
SOLEPLATE TO JOIST OR BLOCKING, FACE NAIL
16d COMMON
16* D.C.
TOP OR SOLE PLATE, TOE NAIL
16d COMMON
2
STUD TO SOLE PLATE, TOE NAIL
8d COMMON
4
DOUBLED STUDS, FACE NAIL
10d COMMON
24' D.C.
DOUBLED TOP PLATES, FACE NAIL
10d COMMON
16* D.C.
CONTUOUS HEADER, TWO PIECES
16d COMMON
16* O.C. ALONG EACH EDGE
CONTINUOUS HEADER TO STUD, TOE NAIL
8d COMMON
3
1X8 SHEATHING OR LESS TO EACH BEARING, FACE NAIL
Bd COMMON
2
OVER 1X8 SHEATHING TO EACH BEARING, FACE NAIL
8d COMMON
3
BUILT-UP CORNER STUDS
16d COMMON
24' D.C.
BUILT-UP GIRDERS AND BEAMS UP TO THREE MEMBERS
20d COMMON
32* D.C. AT TOP AND BOTTOM AND STAGGERED. 2 ONIDS AND AT EACH SPLICE
1/2' GYPSUM SHEATHING
11 GA. 1 1/2" GALVANIZED 7/16' HEAD
4' D.C. AT EDGES, 8' O.C. AT OTHER BEARINGS
5/8- GYPSUM SHEATHING
11 GA. 1 3/4- GALVANIZED 7/16- HEAD
4- O.C. AT EDGES, 8- O.C_ AT OTHER BEARINGS
1/2' GYPSUM WALLBOARD
1 3/8- DRYWALL NAIL
7- D.C. ON CEILINGS, 8- O.C. ON WALLS
5/8' GYPSUM WALLBOARD
1 1/2- DRYWALL NAIL
7- D.C. ON CEILINGS, 8- D.C. ON WALLS
HARDBOARD LAP SIDING, DIRECT TO STUDS
8d CORROSION RESISTANT WITH MINIMUM SHANK
16' O.C. AT TOP AND BOTTOM EDGES
DIAMETER OF 0.099 INCH AND MINIMUM HEAD
DIAMErER OF 0.240 INCH
HARDBOARD LAP SIDING, OVER SHEATHING
10d CORROSION RESISTANT WITH MINIMUM SHANK
16" D.C. AT TOP AND BOTTOM EDGES
DIAMETER OF 0.099 INCH AND MINIMUM HEAD
DIMErER OF 0.240 INCH
RARDBOARD PANEL SIDING, DIRECT TO STUDS
6d CORROSION RESISTANT WITH MINIMUM SHANK
6- O.C. AT EDGES, 12- O.C. AT IINTERMEDIATE SUPPORTS
DIAMErER OF 0.092 INCH AND MINIMUM HEAD
DIAMErER OF 0.225 INCH
HARDBOARD PANEL SIDING, OVER SHEATHING
8d CORROSION RESISTANT WITH MINIMUM SHANK
V O.C. AT EDGES, 12' O.C. AT INTERMEDIATE SUPPORTS
IAM
DAMETER OF 0.092 INCH AND MINIMUM HEAD
DIAMETEIR OF O.a5 INCH
B ILDING DATA
WIND VELOCITY (MPH)
150
IMPORTANCE FACTOR
1.00
EXPOSURE CATEGOR
C
INTERNAL PRESSUR COEFFICENTj
0.18
MEAN ROOF HEIGHT (FT)
28,
BUILDING WIDTH (FT)
72'
BUILDING LENGTH (FT)
69.7'
ROOF SLOPE (x , 12)
3'
ROOF DEAD LOAD
25 P/SF
ROOF LIFE LOAD
30 P/SF
NET UPLIFTS
ZONE 1
-40 PSF
L ZONE 2
-70 PSF
THE DESIGN PRDFESSIONAL'S UPLIFT
CALCULATIONS FOR EACH MEMBER OF
THE ROOF FRAMING SYSTEM SHALL BE REVIEWED
BY THE GENERAL CONTRACTOR AT THE TIME
OF THE TRUSS MANUFACTURER'S
SHOP DRAWING APPROVAL, AND THE: HIGHER UPLIFT
VALUE OF THE TWO SHALL BE CONSIDERED,
AND THE ANCHORING HARDWARE
,SHALL BE CHANGE IF NECESSARY,
REEF-CERNER DETAIL-
SCALE1 1/4'=1'-0'
NOTES:
1. FIELD VERIFY BEAM DEPTH WITH DOOR & WINDOW GEOMETRY
2. VERIFY ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS
3. TOP ELEVATION OF BEAMS WITH RECESS SHALL BE SET BY
DEDUCTING THE RECESS FROM THE ELEVATION SPECIFIED
CONNECTOR SCHEDULE
I.D
MANUFACTURER
MIAMI DADE CO.
# OF APPROVAL
(NOA)
GRAVITY LOADS
UP LIFT LOADS
NVHTA
NU-VUE
03-022410
—
2133 tb
DTC
USP
01-0724.06
—
1105 [b
HD2X
USP
98-1016.06
—
1320 Ib
HTA-24
USP
00-091,07
1890 [b
RT16
USP
00-091.07
L
1015 tb
1-#5 DOWELED INTO FOOTING
& TIE BEAM, FILL CELLS
I F
W/CONCRETE
SAW CUT FACE FOR
INSPECTION @ BOTTOM
COURSE & @ 4'-0" O.C.
MAXIMUM VERTICALLY
FILLED MASONRY BLOCK )' LXTENDED
PLYWOOD
CELL DETAIL SHEATHING. —
SCALE: 3/4" = 1'-0" PIGGY BACK
TRUSSES,
PROVIDE Yx2'
VENT, HOLES
THE DESIGN PROFESSIONAL'S UPLIFT IN SHEATHING
CALCULATIONS FOR EACH MEMBER OF @ 81-01 Of.
THE ROOF FRAMING SYSTEM SHALL BE REVIEWED
BY THE GENERAL CONTRACTOR AT THE TIME
OF THE TRUSS MANUFACTURER'S
SHOP DRAWING APPROVAL, AND THE HIGHER UPLIFT
VALUE OF THE TWO SHALL BE CONSIDERED,
AND THE ANCHORING HARDWARE
SHALL BE CHANGE IF NECESSARY,
WOOD TRUSSES -
(SEE ROOF
FRAIMING PLAN)
CONC, TIE BEAM
(SEE ROOF
FRAMING PLAN)
MIN, 2' x 8' WOOD
FASCIA. (SEE ARCH)
5/8 CDX PLYWOOD,
10D NAIL @ 4' O.C. AT
WOOD FASCIA (ALL
EDGES)
2 - 16D NAILS FASCIA
TO END OF TRUSS
8D NAILS @ 6' O.C,
BD NAILS @ 6' O.C.
(STAGGERED)
PLYWOOD NAILING PLAN-
N, T. S.
ozv_
TA 22 USP CONNECTOR AT
EA, MAIN TRUSS, WITH 6-10d
NAILS EACH MEMBER —7
PREFAP, NOOD TRUSSES
@ 24'1 O.�. I
( SUB4ITI SHOP DWGS)
PIGGY BACK
CONNECTION
12
TO TRUSS -
DETAIL
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BRACING;
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL
STRUCTURAL MEMBERS, WALLS AND NON STRUCTURAL ITEMS DURING CONSTRUCTION,
TEMPORARY BRACING OF ALL BUILDING COMPONENTS DURING CONSTRUCTION IS THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR. DURING THE ERECTION OF WOOD
TRUSSES, THE G. C. AND/OR THE TRUSS INSTALLER SHALL BE RESPONSIBLE FOR THE
TEMPORARY BRACING OF ALL ITS COMPONENTS, WHICH SHOULD REMAIN IN PLACE AS
LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF.
PERMANENT WED LATERAL BRACING OF TRUSSES IS TO BE INSTALLED AS SHOWN ON THE
INDIVIDUAL TRUSS DRAWM. PERMANENT WEB LATERAL BRACING IS TO BE RESTRAINED
TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END WALLS, OR BY
PERMANENT DIAGONAL BRACING IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT
TO EXCEED 20 FEET ALONG CONTINUOUS WEB BRACE. PERMANENT BRACING
SPECIFICATIONS ARE THE RESPONSIBILITY OF THE TRUSS DESIGN ENGINEER.
a ALL TRUSSES AND WOOD FRAMING MUST BE SECURELY BRACED BOTH DURING
ERECTION AND AFTER PERMANENT INSTALLATION IN ACCORDANCE WITH
'BRACING WOOD TRUSSES- COMMENTARY AND RECOMMENDATIONS (BWT-76)'
AS PUBLISHED BY TRUSS PLATE INSTITUTE.
b ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT, PLUMB AND IN A SAFE
CONDITION UNTIL DECKING AND PERMANENT TRUSS BRACING HAS BEEN
FASTENED FORMING A STRUCTURALLY SOUND ROOF FRAMING SYSTEM, ALL
ERECTION AND PERMANENT BRACING SHALL BE INSTALLED AND ALL TRUSSES
PERMANENTLY FASTENED BEFORE APPLICATION OF ANY LOADS TO THE WOOD
FRAMING SYSTEM.
C ALL BRACING REQUIREMENTS ALONG WITH PERMANENT STRUCTURAL CROSS
BRACING TO ENSURE OVERALL RIGIDITY OF THE ROOF SYSTEM SHALL BE IN
ACCORDANCE WITH THE WOOD ROOF TRUSS DESIGNERS PLANS.
d. SAFE ERECTION [IF TRUSSES IS THE RESPONSIBILITY OF THE
BUILDING CONTRACTOR.
N, T. S. LUMBER
A. ALL TIMBER DESIGN AND FABRICATION SHALL CONFORM WITH THE APPICABLE
PROVISIONS OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION,
PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, AND THE DESIGN
SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES, PUBLISHED BY
THE TRUSS PLATE INSTITUTE.
B. SUBMIT SHOP DRAWINGS FOR ALL WOOD STRUCTURAL MEMBERS AND CONNECTIONS
TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.
C, ALL TIMBER SIZES, CONNECTORS, FRAMING PLANS NOT SHOWN ON STRUCTURAL
DRAWINGS SHALL BE PROVIDED BY THE FABRICATOR AND DETAILED ON HIS
SHOP DRAWINGS.
D. ALL MATERIALS AND AND CONNECTIONS ARE SUBJECT TO THE APPROVAL OF
THE STRUCTURAL ENGINEER,
E. PROVIDE HURRICANE ANCHOR STRAPS, AS REQUIRED BY LOCAL BUILD CODE, TO
ALL MEMBERS SUBJECT TO WIND LOADS,
F. USE STRESS -RATED TIMBER FOR ALL STRUCTURAL WOOD MEMBERS. PROVIDE THE
MINIMUM PROPERTIES FOR WOOD STRUCTURAL MEMBERS, UNLESS OTHERWISE
NOTED ON THE DRAWINGS,
LUMBER USED FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS, AND/OR OTHER
STRUCTURAL MEMBERS SHALL BE OF NO LESS STRENGTH THAN No. 2 GRADE OF
SOUTHERN PINE, DOUGLAS FIR -LARCH, HEM -FIR OR SPRUCE -PINE -FIR.
JOISTS AND RAFTERS SHALL BE SIZED ACCORDING TO AF&PA SPAN TABLES FOR
JOISTS AND RAFTERS ADOPTED IN S2314.4,
PLYWOOD ROOF SHEATHING:
a. SHEATHING SHALL BE C-D EXTERIOR SHEATHING, PANNEL INDEX 32/16 MIN.,
RATED FOR EXPOSURE 1; MIN THICKNESS 19/32',
b. INSTALL SHEATHING CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN
PERPENDICULAR TO SUPPORT.
C. FOR PLYWOOD SHEATHIN NAILING PATTERN SEE PLYWOOD NAILING PLAN SHEET.
ANCHORING EPDXY,
FOR ANCHORING REINFORCING STEEL IN EXISTING CONCRETE USE HILTI C-100 EPDXY OR
EQUAL OTHER AVAILABLE EPDXIES ARE MADE BY ULTRA BOND OR RAWL. BRILL HOLES
1/8, kGGER THAN THE DIAMETER OF THE REINFORCING STEEL (STEEL ROD), THE DEPTH
OF THE HOLES ARE TO BE A MINIMUM OF 5, UNLESS OTHERWISE NOTED IN THESE PLANS,
OR UNLESS OTHERWISE INSTRUCTED BY THE MANUFACTURER'S RECOMMENDATIONS.
EXPANSION BOLTSi
ALL EXPANSION BOLTS, NOTED IN PLANS, ARE TO BE HILTI TYPE EXPANSION BOLTS OR
EQUAL, FOR SUBSTITUTION, SUBMIT TO ARCHITECT / ENGINEER FOR REVIEW AM HIS
APPROVAL,
ALL WALLS/BEAMS SHOWN INTERIOR OR EXTERIOR ARE
L13AII BEARING. THIS PLACEMENT PLAN AND/OR TRUSS
DETAILS NEED TO BE REVIEWED BY FRAMING, PLUMBING,
ELECTRICAL AND MECHANICAL CONTRACTORS. NOTIFY US
IMMEDIATELY IF ANY CHANGES IN PLACEMENT AND OR
DESIGN ARE NEEDED. DO NOT CUT TRUSSESI THE BUILD-
ER OR ERECTION CONTRACTIOR IS RESPONSIBLE FOR
PROPER WOOD TRUSS HANDLING AND TEMPORARY/PER-
MANENT BRACING. SEE 111a 91 ATTACHEI�
n-7� 1 -1 1 1
�001` FRAMING LAYOUT
REFERENCE ONLY - TRUSSES MUST BE PREENGINERING BY MANUFACTURE
3CALE 1/4 �1=1 9-099
LEGEND
J L THA-422 Simpson or Equivalent
0 HHUS-28-2 Simpson or Equivalent
4x4 SYP# 2 POST W/ SIMPSON HTT16 @ BASE USING 5/8 DIA
EPDXY SET ANCHOR BOLT W/4" EMBEDMENT & 1 O-D NAILS
8-0-0 MAS # EXT WALL HT
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THESE CONSTRUCTION
DOCUMENTS HAVE
BEEN PREPARED BY
LANTES CONSTRUCTION
SERVICES LLC
THE DIRECT SUPERVISION OF
ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2014 FBC 5TH EDITION),
EDITION TO THE BEST OF THE
ENGINEERS KNOWLEDGE & BELIEF
THE STRUCTURAL PLANS,
COMPLY WITH FBC
SECTION 1606 FOR 150 MPH WIND
IMPORTANCE FACTOR=1, ENCLOSED
N ND
DESIGN IS VALID FOR
DATE IS SIGNED AND SEAL
7
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SEAL
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She�t #
S-2
z
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- _1Z
ELECTRICAL PLAN
SCALE 1/4 99 = 1 9 -0'9
ELECTRICAL SCHEDULE
NUMBER
QTY
FLOOR
DIMENSIONS
WIDTH
DEPTH
HEIGHT
ATTACHED TO
DESCRIPTION
CODE
MANUFACTURER
COMMENTS
QTY
NUMBER
E01
3
1
11 5/16X2X7 5/8
11 5116 "
2 "
7 5/8 "
WALL MOUNT
EXIT - LIGHTING GREEN
3
E01
E02
2
1
12X12X1 1/4 "
12 "
12-"
1 1/4 "
CEILING MOUNT
EXHAUST
2
E02
E03
3
1
16 5/8X5 9/16X7
16 5/8 "
5 9/16
7 "
WALL MOUNT
EMERGENCY LIGHT
3
E03
E04
7
1
l6Xl 6X4 1/4 "
16 "
16 "
4 1/4 "
CEILING MOUNT
HALF DOME LIGHT - LIGHTING GREY
7
E04
E05
1
1
22 7/16X22 13/16X38
22 7/16 "
22 13/16 "
38
CEILING MOUNT
BOWL CHANDELIER
1
E05
E06
12
1
3X3/4X5 "
3 "
3/4 "
5 "
WALL MOUNT
SINGLE POLE
12
E06
E07
2
1
3X5/16X5 "
3 "
5/16 " _5�
_5
WALL MOUNT
220V
2
E07
E08
23
1
3X5/16X5 "
3 "
5/16�_'__
"
WALL MOUNT
DUPLEX
1
23
E08
E09
2
1
3X5/16X5 "
5/16
51,
WALL MOUNT
GFCI
I
2
E09
E10
12
1
48X6Xl/4 "
48
6
1/4
CEILING MOUNT
RECESSED FLUORES ---
CENT [48W6D]
12
E10
Ell
2
1
9X8 1/2X24
8 1/2
24
CEILING MOUNT
CAGED LANTERN (HANGING)
2
Ell
E12
1
1
9X9 1/4X1 8 5/16
91.
9 1/4
18 5/16 "
WALL MOUNT
CAGED LANTERN
I
Elf
SAFETY PLAN
NOTE: A VISIBLE "EXIT" SIGN ON OR ADJACENT TO ALL
SCALE 1/4 99= i 1 -039 EGRESS DOORS W/ A BATTERY BACK UP ILLUMINATION
AND A STATING "THIS EXIT TO REMAIN UNLOCK WHEN
THIS BUILDING IS OCCUPIED" LETTER WITH CONTRAST BACKGROUND
MAIN SERVICE CONDUCTORS ( COPPER ) IN ONE 2* CONDUIT
�1) SPARE CIRCUITS INPUT PER DESIGNER SPECIFICATIONS.
2 j RECEPTACLE, LOADS INPUT 0 180 VOLT AMPS PER RECEPTACLE.
3 USE NEXT H GHER PROTECTVE IF UNEQUAL TO MAXIMUM DEVICE
RATING PERMITTED OR MOTOR VALL NOT START.
(4) PROVIDE GF1 CIRCUITS AS REQUIRED BY GOVERNING CODE.
(5) QUALIFIED ELECTRICIANS MUST CONSIDER BALANCING LOADS AT
CIRCUIT TERMINATION IN PANEUBOARD.
(6) EQUIP. OVERCURRIENT PROTECTION IC RATING: 10,000 AMPS.
(7) ALL BEDROOM OUTLETS MUST HAVE ARC -FAULT
CII�CUIT-INTERRUPTER PROTECTION
GENERAL NOTES:
1, ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE
'NATIONAL ELECTRICAL CODE' (NEC) & THE 'FLORIDA
BUILDING CODE' (FBC),
2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED
AND APPROVED,
3. INDOORS CONDUIT SHALL BE EMT,
4. OUTDOOR UNDERGROUND CONDUITS SHALL BE SCHEDULE 40
PVC UNDER PAVED AREAS.
5. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND
EQUIP FOR A COMPLETE ELEC,INST.IN ACCORDANCE WITH THE
ELECTRICAL DRAWINGS AND APPLICABLE CODES AND
REGULATIONS.
6. ELEC. CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS
WITH BLDG. AND ARCH, FIXTURES.
7. ELECT. CONTRACTOR TO PROVIDE EMPTY CONDUITS AS REQD.
FOR TELEPHONE LINES & T,V. ANTENNA,
8. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR.
9, ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER
AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED.
SMOKE DETECTORES
CONNECT SMOKE DETECTOR TO ON SWITCH LIGHT CIRCUIT OF
CLOSEST BATHROOM
SMOKE DETECTOR SHALL BE INTERLOCKED
ALL SMOKE DETECTORS WILL BE 30' AWAY FROMt A/C GRILLS.
BATHROOMS,
A/C DISCONNECT, two - KITCHENS.
CLEARANCE, 36' IN FRONT.
1 30' TO SIDE,
SYMBOL LEGEND
SYMEL
DESCRIPTION
SYMBL
DESCRIPTION
0.0
PARKING LOT LIGHT
SURFACE MNTD FLOOD (2 BULB)
f
RANGE RECEPTACLE
F(-)
WALL MOUNTED
(1)
ASSIGNED RECEPTACLE
0
CEILING RECESSED
8
DUPLEX RECEPTACLE
CEILING OUTLET
4
TRIPLEX RECEPTACLE
FLUORESCENT LAMP
8H
DUPLEX RECEPTACLE - 6' A.F.F.
2 X 4 LAYIN FLUORESCENT LIGHT
E3
SINGLE FLOOR RECEPTACLE
III
DUPLEX FLOOR RECEPTACLE
I X 4 FLUORESCENT STRIP
EP
DISCONNECT
+
CEILING FAN WITH LIGHT
JUNCTION BOX
3W
SWITCH
3-WAY SWITCH
EMERGENCY LIGHT
TELEPHONE JACK
EXIT LIGHT
EXHAUST FAN / WALL
ALARM PANEL(BY OTHERS)
HOMERUN
EXHAUST FAN / CEILING
SMOKE DETECTOR
INTERCOM SPEAKER AT 60' A.F.F.
CARBON MONOXIDE
PULL STATION
INTERCOM BASE
THERMOSTAT (VERIFY LOCATION)
HORN & STROBE
TEL, ANTENNA OUTLET AT 9- AF.F.
SPEAKER
COAXIAL CABLE
UNDERGROUND
SERV. BY TAMPA ELECTRIC
200
AMP
MCB
#4 GROUND TO 2 5/8" X 10,
RODS (6' APPART BLDG
FOUND. STEEL.
(BONDED TO METAL C.W.P.)
ELECTRICAL RIS
SMOKE DETECTOR SHALL BE INTERLOCKED
METER
120 / 240 VOLTS SERVICE
3 If 2/0 IN ONE 1-1/2- EGC
ALL EQUIP. RATED
FOR 10,000 A.I.C.
20OAMP.
PANEL
A
L
\,--FOUND. REINF. STEEL
DIAGRAM-
NTS
CONNECT SMOKE DETECTOR TO ON SWITCH LIGHT CIRCUIT OF CLOSEST BATHROOM
ELECTRICAL
PANEL: A
PROJECT:
UNIT
A
SERVICE VOLTAGEt 120/240 PANEL RATING (AMP): 200
1 PHASE 3 WIRE 2 POLE
LOCATION: GARAGE
PROJECT SO FT: 7,078
ENCLOSURE, NEMA 1
FLUSP MOUNTED
CK
DESCRIPT
TRIP
VOLTS
KVA
AMPS
POLE
WIRE
COND
CK
DESCRIPTION
TRIP VOLTS
KVA
AMPS
POLE
WRE
COND
1
AIR COND #1
40
253
5.0
20.8
2
10
ROMEX
2
GENERAL UGHT*G
15
120 1
1.1
9.2
1
14
ROMEX
3
AIR COND #1
40
25,3
5.0
20,8
2
10
ROMEX
4
GENERAL UGH-rG
15
120 1
1.1
9.2
1
14
ROMEX
5
AIR HANDLER #1
40
240
5.0
20.8
2
10
ROMEX
6
GENERAL UGHT`G
15
120
1.1
9.2
1
14
ROMEX
_L
AIR HANDLER #1
40
240
5.0
20.8
2
10
ROMEX
8
GENERAL UGHrG
15
120
1.1
9.2
1
14
ROMEX
9
IDISHWASHER KITC.
20
120
.1.5
.12.5
1
12
ROMEX
10
GENERAL LIGHT`G
15
120
1.1
9.2
1
14
ROMEX
11
DISHWASHER BBQ
20
120
1.5
12,5
1
12
ROMEX
12
GENERAL UGHrG
15
120
1.1
9.2
1
14
ROMEX
13
MINI REFRIGE
15
115
0.4
3.3
1
12
ROMEX
14
GENERAL UGHT`G
15
120
1.1
9.2 1
1
14
ROMEX
15
REFRIGERATOR
20
120
0.4
3.3
1
12
ROMEX
16
GENERAL UGHT`G
15
120
1.1
9.2
1
14
ROMEX
17
DRYER
25
240
5.0
20.8
2
10
ROMEX
18
GENERAL UGHT`G
15
120
1.1
9.2
1
14
ROMEX
19
WASH MACHINE
20
120
1.5
12.5
1
12
ROMEX
20
AFCI BEDROOMS
20
120
1.5
12.5
1
12
ROMEX
21
STEAM SHOWER
30
24-0
5.0
20.8
2
10
ROMEX
22
AFCI HALL, LIVING
20
120
1.5
12,5
1
12
ROMEX
L3
3P SAUNA
20
120
11.5
112.5
1
1 12
1 ROMEX
241
AFCI GENERAL
20
120
1.5
12.5
1
12
ROMEX
25
WATER HEATER
30
24-0
5.0
20.8
2
10
ROMEX
26
AFC GENERAL!
20
120
1.5112.5
1
1 12
ROMEX
27
GAR.DOOR.OPEN 1
15
120
0.7
5.8
1
12
ROMEX
28
GFI BATHROOM
20
120
1.5112.5
1
12
ROMEX
29
BATH FANS
20
120
1.5
12.5
1
12
ROMEX
30
GFI KITCHENS
20
120
1.5
12.5
1
12
ROMEX
31
APPL. KITCHEN
20
120
1.5
12.5
1
12
ROMEX
32
APPLIANCE GF1
20
120
1.5
12.5
1
12
ROMEX
33
APPL. KITCHEN
20
120
1�5
12.5
1
12
ROMEX
34
SPARE
351APPL.
KITCHEN
1 20
120
1.5
12.5
1 1
12
ROMEx
36
SPARE
37
SPARE
38
SPARE
39
SPARE
40
SPARE
41
SPARE
42
SPARE
43
SPARE
44
SPARE
45
SPARE
46
SPARE
47
SPARE
48
SPARE
49
SPARE
50
SPARE
51
SPARE
L2
SPARE
53
SPARE
54
SPARE
55
SPARE
56
SPARE
57
SPARE
58
SPARE
59.SPARE
60
SPARE
SERVICE LOAD CALCS based
an NEC optional method,
220-30
LOAD
LINE
NEUTRAL
DISH WASHER
DRYER
GENERAL LIGHVG
RANGE
REFRIGERATOR
WASH MACHINE
WATER HEATER
AIR COND #1
AIR HANDLER #1
APPLIANCE DINING
APPLIANCE KITCHEN
VMIRPOOL
APPIL. BATHROOM
GAR. DOOR OPENER
1 500
5 000
11 250
12 000
400
1 500
5 ODO
5 000
5 000
3 000
4 500
700
1 500
700
1 500
3500
11 250
5 600
400
1 500
0
0
0
0
0
0
0
0
CONNECTED VA LOAD:
DEMAND VA LOAD:
DEMAND AMPS:
MAIN FUSE
CONDUCTORS:
CONDUCTOR AMPACITY:
76 600
39 760
166
200
111 2/0
175
24 000
18 255
59
# 2/0
150
GROUND: #6 AS PER RISER DIAGRAM
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LANTES CONSTRUCTION
THE DIRECTSUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2017 FBC STH EDITION),
EDITION TO THEBEST OF THE
ENGINEERSKNOWLEDGE & BELIE
THE STRUCTURALPLANS,
COMPLY WITH FBC
SECTION 1606 FOR 150 MPH W11'
3 SEC,GUST
IMPORTANCEFACTOR=1, ENCLOSE
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
SEAL
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MAIN SERVICE CONDUCTORS ( COPPER ) IN ONE 2- CONDUIT
�1) SPARE CIRCUITS INPUT PER DESIGNER SPECIFICATIONS.
2!) RECEPTACLE LOADS INPUT 0 180 VOLT AMPS PER RECEPTACLE.
3) USE NEXT HIGHER PROTECTIVE IF UNEQUAL TO MAXIMUM DEVICE
RATING PERMITTED OR MOTOR WILL NOT START.
(4 PROVIDE GFI CIRCUITS AS REQUIRED BY GOVERNING CODE.
(5) QUALIFIED ELECTRICIANS MUST CONSIDER BALANCING LOADS AT
CIRCUIT TERMINATION IN PANELBOARD.
(6) EQUIP. OVERCURRENT PROTECTION IC RATING. 10,000 AMPS.
(7) ALL BEDROOM OUTLETS MUST HAVE ARC -FAULT
CIIRFUIT-INTERRUPTER PROTECTION
(3ENERAL NOTES:
1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE
'NATIONAL ELECTRICAL CODE' (NEC) & THE 'FLORIDA
BUILDING CODE' (FBC).
2. ALL CABLE SHALL BE COPPER UNLESSOTHERWISE NOTED
AND APPROVED.
3. INDOORS CONDUIT SHALL BE EMT,
4. OUTDOOR UNDERGROUND CONDUITS SHALL BE SCHEDULE 40
PVC UNDER PAVED AREAS,
5. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND
EQUIP FOR A COMPLETE ELEC,INST,IN ACCORDANCE WITH THE
ELECTRICAL DRAWINGS AND APPLICABLE CODES AND
REGULATIONS,
6. ELEC, CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS
WITH BLDG. AND ARCH, FIXTURES,
7. ELECT, CONTRACTOR TO PROVIDE EMPTY CONDUITS AS REQD.
FOR TELEPHONE LINES & T,V. ANTENNA,
B. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. UNDERGROUND
9. ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER SERV. BY TAMPA ELECTRIC
AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED.
SMOKE DETECTORES
CONNECT SMOKE DETECTOR TO ON SWITCH LIGHT CIRCUIT OF SMOKE DETECTOR SHALL BE INTERLOCKED
CLOSEST BATHROOM
SMOKE DETECTOR SHALL BE INTERLOCK A/C GRILLS. METER
ALL SMOKE DETECTORS WILL BE 30' EADWAY FROM, BATHROOMS.
0 - KITCHENS, 120 / 240 VOLTS SERMCE
A/C DISCONNECT. 0 3 # 2/0 IN ONE 1-1/2" EGC
CLEARANCE, [36' IN FRONT.
30' TO SIDE.
ELECTRICAL SCHEDULE
NUMBER QTY FLOOR DIMENSIONS WIDTH DEPTH HEIGHT ATTACHED TO DESCRIPTION CODE -ACTURER COMMENTS QTY NUMBER
E01 3 1 11 5/16X2X7 5/8 " 11 5116 " 2 " 7 5/8 " WALL MOUNT EXIT - LIGHTING GREEN 3 E01
E02 2 1 12X1 2X1 1/4 " 12 " 12 1 1/4 " CEILING MOUNT EXHAUST 2 E02
E03 3 1 16 5/8X5 9/16X7 " 16 5/8 " 69-116" 7" WALL MOUNT EMERGENCY LIGHT 3 E03
E04 7 1 16Xl6X4 1/4 " 16 " 16 " 4 114 " CEILING MOUNT HALF DOME LIGHT - LIGHTING GREY 7 E04
E05 1 1 22 7/16X22 13/16X38 22 7/16 " 2213/16" 38 CEILING MOUNT BOWL CHANDELIER 1 E05
E06 12 1 3X3/4X5 " V 314 " 5 " WALL MOUNT SINGLE POLE 12 E06
E07 2 1 3X5116X5 " 3 5/16 " 5 " WALL MOUNT 220V 2 E07
E08 23 1 13X5/16X5 " 3 5/16 " 5 " WALL MOUNT DUPLEX 23 E08
E09 2 1 3X5/1 X5 " 3 5/16 " 5" WALL MOUNT GFCI 2 E09
IE10 12 1 48X6Xl/4 " 48 6 " 114 CEILING MOUNT RECESSED FLUORESCENT [48W6D] 12 E10
lEll 2 1 9X8 1/2X24 91, 8 1/2 " 24 CEILING MOUNT rAGED LANTERN (HANGING) 2 El 1-
JE12 1 1- _9X9 1/4X1 8 5/16 91, 9 1/4 " 18 5/16 WALL MOUNT CAGED LANTERN 1 E12
X
3SO10
\00
0.
00
X 1.9-19
13SO10
13SSOI�
ALL EQUIP. RATED
FOR 10,000 A.I.C.
200
AMP
MCB
L___j
10-L J_
- - - - - - - - - -
--------------
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SCALE 1/4 99=1 9-099
cf)
0
0
z
M
F SYMBOL LEGEND
SYMEL DESCRIPTION SYMBL DESCRIPTION
0.0 PARKING LOT LIGHT
SURFACE MNTD FLOOD (2 BULB) RANGE RECEPTACLE
F0 WALL MOUNTED ASSIGNED RECEPTACLE
0 CEILING RECESSED DUPLEX RECEPTACLE
CEILING OUTLET TRIPLEX RECEPTACLE
FLUORESCENT LAMP 6H DUPLEX RECEPTACLE - 6' A.F.F.
2 X 4 LAYIN FLUORESCENT LIGHT 13 SINGLE FLOOR RECEPTACLE
11 DUPLEX FLOOR RECEPTACLE
I X 4 FLUORESCENT STRIP 13, DISCONNECT
+ CEILING FAN WITH LIGHT JUNCTION BOX
$ SWITCH
S3W 3-WAY SWITCH 4C:J' EMERGENCY LIGHT
TELEPHONE JACK 0 EXIT LIGHT
EXHAUST FAN/ WALL ALARM PANEL (BY OTHERS)
HOMERUN
EXHAUST FAN / CEILING D SMOKE DETECTOR
INTERCOM SPEAKER AT 60' A.F.F. CARBON MONOXIDE
INTERCOM BASE PULL STATION
THERM13STAT (VERIFY LOCATION) HORN & STROBE
TEL. ANTENNA OUTLET AT 9' A.F.F. 5�� SPEAKER
91 COAXIAL CABLE
HV
Rxll
M
0
0
M
z
71
M
M
_H
NOTE: A VISIBLE "EXIT" SIGN ON OR ADJACENT TO ALL
EGRESS DOORS W1 A BATTERY BACK UP ILLUMINATION
AND A STATING "THIS EXIT TO REMAIN UNLOCK WHEN
THIS BUILDING IS OCCUPIED" LETTER WITH CONTRAST BACKGROUND
ELECTRICAL PANEL: A PROJECT: UNIT A
SERVICE VOLTAGE: 120/240 PANEL RATING (AMP): 200 LOCATION: GARAGE ENCLOSURF_* NEMA 1
1 PHASE 3 WIRE 2 POLE PROJECT SO FT., 7,078 FLUSH MOUNTED
CK DESCRIPT TRIP VOLTS KVA AMPS POLE WIRE COND CK DESCRIPTION TRIP VOLTS KVA AMPS POLE WIRE COND
1 AIR COND #1 40 253 5.0 20.8 2 10 ROMEX 2 GENERAL UGH-rG 15 120 1.1 9.2 1 14 ROMEX
_L AIR COND #1 40 253 5.0 20.8 2 10 ROMEX 4 GENERAL UGHrG 15 120 1.1 9.2 1 14 ROMEX
5 AIR HANDLER #1 40 240 5.0 20.8 2 10 ROMEX 6 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
7 AIR HANDLER #1 40 240 5.0 20.8 2 10 ROMEX 8 GENERAL UGHT*G 15 120 1.1 9.2 1 14 ROMEX
9 DISHWASHER KITC 20 120 1,5 12.5 1 12 ROMEX 10 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
11 DISHWASHER BBQ 20 120 1.5 12.5 1 12 ROMEX 12 GENERAL uGHrG 15 120 1.1 9.2 1 14 ROMEX
13 MINI REFRIGE 15 115 0.4 3.3 1 12 ROMEX 14 GENERAL UGHrG 15 120 1.1 9.2 1 14 ROMEX
15 REFRIGERATOR 20 120 0.4 3.3 1 12 ROMEX 76 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
17 DRYER 25 240 5.0 20.8 2 10 ROMEX 18 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
19 WASH MACHINE 20 120 1.5 12.5 1 12 ROMEX 20 AFCI BEDROOMS 20 120 1.5 12.5 1 12 ROMEX
21 STEAM SHOWER 30 240 5.0 20.8 2 10 ROMEX 22 AFCI HALL, LIVING 20 120 1.5 12.5 1 12 ROMEX
23 3P SAUNA 20 120 1.5 12.5 1 12 ROMEX 241 AFCI GENERAL 20 120 1.5112.5 1 12 1 ROMEX
25 WATER HEATER 30 240 5.0 20.8 2 10 ROMEX 26 ARC GENERALI 20 120 1.5 12.5 1 12 ROMEX
27 GAR.DOOR.OPEN 1 15 120 0.7 5.8 1 12 ROMEX 28 GFI BATHROOM 20 120 1.5 12.5 1 1 12 ROMEX
29 BATH FANS 20 120 1�5 12.5 1 12 ROMEX 30 GF1 KITCHENS 20 120 1.5 12,5 1 12 ROMEX
31 APPL KITCHEN 20 120 1,5 12.5 1 12 ROMEX 32 APPLIANCE GFI 20 120 1.5 12.5 1 12 ROMEX
331APPL. KITCHEN 1 20 120 1.5 12.5 1 12 1 ROMEX 34 SPARE
35 APPL KITCHEN 20 120 11.5 112.5 1 12 ROMEX 36 SPARE
37 SPARE 38 SPARE
39 SPARE 40 SPARE
41 SPARE 42 SPARE
43 SPARE 44 SPARE
45 SPARE 46 SPARE
47 SPARE 48 SPARE
L9 SPARE 50 SPARE
51 SPARE *52 SPARE
53 SPARE 54 SPARE
55 SPARE 56 SPARE
57 SPARE 58 SPARE
591SPARE 60 SPARE
SERVICE LOAD CALCS based on NEC opfimal method, 220-30
LOAD LINE NEUTRAL
DISH WASHER 1 500 1 500
DRYER 5 000 3 500
GENERAL LIGHTG 11 250 11 250
RANGE 12000 5 600
REFRIGERATOR 400 400
WASH MACHINE 1 500 1 500
WATER HEATER 5 000 0
AIR COND #1 5 000 0
AIR HANDLER #1 5 000 0
APPLIANCE DINING 3 000 0
APPLIANCE KITCHEN 4 500 0
WHIRPOOL 700 0
APPL. BATHROOM 1 500 0
GAR. DOOR OPENER 700 0
CONNECTED VA LOAD: 76 600 24 000
DEMAND VA LOAD: 39 760 18255
DEMAND AMPS: 166 59
MAIN FUSE 200
CONDUCTORS: # 2/0 # 2/0
CONDUCTOR AMPACITY: 175 150
200 AMP.
PANEL
A
#4 GROUND TO 2- 5/8 . x 10' L
RODS (6- APPART BLDG
FOUND. STEEL. \_�_FOIJND. REINF. STEEL
(BONDED TO METAL C.W.P.)
ELECTRICAL RISER DIAGRAM
NTS
CONNECT SMOKE DETECTOR TO ON SWITCH LIGHT CIRCUIT OF CLOSEST BATHROOM
ELECTRICAL PLAN
SCALE 114'9=19-099
GROUND: #6 AS PER RISER DIAGRAM
0 �_.L X 1.9-117
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THESE CONSTRUCTION
DOCUMENTS HAVE
BEEN PREPARED BY
CONSTRUCTION
THE DIRECTSUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2017 FBC 6TH EDITION),
EDITION TO THEBEST OF THE
ENGINEERSKNOWLEDGE & BELII
THE STRUCTURAL LANS,
COMPLY WITH FBC
SECTION 1606 FOR t50 MPH WI
3 SEC,GUST
IMPORTANCEFACTOR=1,ENCLOSI
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
SEAL
DATE IS SIGNED AND
A,
ZZ
U Lu
LL
LLI I
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uu :i
PLANS COMPLY WITH THE 2014
FLORIDA DUILDING COOL RFSIDENCIAL
Sheet #
E-1
M n,
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�NEIONIVU
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0
0
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M
F SYMBOL LEGEND
SYMEL DESCRIPTION SYMBL DESCRIPTION
0.0 PARKING LOT LIGHT
SURFACE MNTD FLOOD (2 BULB) RANGE RECEPTACLE
F0 WALL MOUNTED ASSIGNED RECEPTACLE
0 CEILING RECESSED DUPLEX RECEPTACLE
CEILING OUTLET TRIPLEX RECEPTACLE
FLUORESCENT LAMP 6H DUPLEX RECEPTACLE - 6' A.F.F.
2 X 4 LAYIN FLUORESCENT LIGHT 13 SINGLE FLOOR RECEPTACLE
11 DUPLEX FLOOR RECEPTACLE
I X 4 FLUORESCENT STRIP 13, DISCONNECT
+ CEILING FAN WITH LIGHT JUNCTION BOX
$ SWITCH
S3W 3-WAY SWITCH 4C:J' EMERGENCY LIGHT
TELEPHONE JACK 0 EXIT LIGHT
EXHAUST FAN/ WALL ALARM PANEL (BY OTHERS)
HOMERUN
EXHAUST FAN / CEILING D SMOKE DETECTOR
INTERCOM SPEAKER AT 60' A.F.F. CARBON MONOXIDE
INTERCOM BASE PULL STATION
THERM13STAT (VERIFY LOCATION) HORN & STROBE
TEL. ANTENNA OUTLET AT 9' A.F.F. 5�� SPEAKER
91 COAXIAL CABLE
HV
Rxll
M
0
0
M
z
71
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NOTE: A VISIBLE "EXIT" SIGN ON OR ADJACENT TO ALL
EGRESS DOORS W1 A BATTERY BACK UP ILLUMINATION
AND A STATING "THIS EXIT TO REMAIN UNLOCK WHEN
THIS BUILDING IS OCCUPIED" LETTER WITH CONTRAST BACKGROUND
ELECTRICAL PANEL: A PROJECT: UNIT A
SERVICE VOLTAGE: 120/240 PANEL RATING (AMP): 200 LOCATION: GARAGE ENCLOSURF_* NEMA 1
1 PHASE 3 WIRE 2 POLE PROJECT SO FT., 7,078 FLUSH MOUNTED
CK DESCRIPT TRIP VOLTS KVA AMPS POLE WIRE COND CK DESCRIPTION TRIP VOLTS KVA AMPS POLE WIRE COND
1 AIR COND #1 40 253 5.0 20.8 2 10 ROMEX 2 GENERAL UGH-rG 15 120 1.1 9.2 1 14 ROMEX
_L AIR COND #1 40 253 5.0 20.8 2 10 ROMEX 4 GENERAL UGHrG 15 120 1.1 9.2 1 14 ROMEX
5 AIR HANDLER #1 40 240 5.0 20.8 2 10 ROMEX 6 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
7 AIR HANDLER #1 40 240 5.0 20.8 2 10 ROMEX 8 GENERAL UGHT*G 15 120 1.1 9.2 1 14 ROMEX
9 DISHWASHER KITC 20 120 1,5 12.5 1 12 ROMEX 10 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
11 DISHWASHER BBQ 20 120 1.5 12.5 1 12 ROMEX 12 GENERAL uGHrG 15 120 1.1 9.2 1 14 ROMEX
13 MINI REFRIGE 15 115 0.4 3.3 1 12 ROMEX 14 GENERAL UGHrG 15 120 1.1 9.2 1 14 ROMEX
15 REFRIGERATOR 20 120 0.4 3.3 1 12 ROMEX 76 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
17 DRYER 25 240 5.0 20.8 2 10 ROMEX 18 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
19 WASH MACHINE 20 120 1.5 12.5 1 12 ROMEX 20 AFCI BEDROOMS 20 120 1.5 12.5 1 12 ROMEX
21 STEAM SHOWER 30 240 5.0 20.8 2 10 ROMEX 22 AFCI HALL, LIVING 20 120 1.5 12.5 1 12 ROMEX
23 3P SAUNA 20 120 1.5 12.5 1 12 ROMEX 241 AFCI GENERAL 20 120 1.5112.5 1 12 1 ROMEX
25 WATER HEATER 30 240 5.0 20.8 2 10 ROMEX 26 ARC GENERALI 20 120 1.5 12.5 1 12 ROMEX
27 GAR.DOOR.OPEN 1 15 120 0.7 5.8 1 12 ROMEX 28 GFI BATHROOM 20 120 1.5 12.5 1 1 12 ROMEX
29 BATH FANS 20 120 1�5 12.5 1 12 ROMEX 30 GF1 KITCHENS 20 120 1.5 12,5 1 12 ROMEX
31 APPL KITCHEN 20 120 1,5 12.5 1 12 ROMEX 32 APPLIANCE GFI 20 120 1.5 12.5 1 12 ROMEX
331APPL. KITCHEN 1 20 120 1.5 12.5 1 12 1 ROMEX 34 SPARE
35 APPL KITCHEN 20 120 11.5 112.5 1 12 ROMEX 36 SPARE
37 SPARE 38 SPARE
39 SPARE 40 SPARE
41 SPARE 42 SPARE
43 SPARE 44 SPARE
45 SPARE 46 SPARE
47 SPARE 48 SPARE
L9 SPARE 50 SPARE
51 SPARE *52 SPARE
53 SPARE 54 SPARE
55 SPARE 56 SPARE
57 SPARE 58 SPARE
591SPARE 60 SPARE
SERVICE LOAD CALCS based on NEC opfimal method, 220-30
LOAD LINE NEUTRAL
DISH WASHER 1 500 1 500
DRYER 5 000 3 500
GENERAL LIGHTG 11 250 11 250
RANGE 12000 5 600
REFRIGERATOR 400 400
WASH MACHINE 1 500 1 500
WATER HEATER 5 000 0
AIR COND #1 5 000 0
AIR HANDLER #1 5 000 0
APPLIANCE DINING 3 000 0
APPLIANCE KITCHEN 4 500 0
WHIRPOOL 700 0
APPL. BATHROOM 1 500 0
GAR. DOOR OPENER 700 0
CONNECTED VA LOAD: 76 600 24 000
DEMAND VA LOAD: 39 760 18255
DEMAND AMPS: 166 59
MAIN FUSE 200
CONDUCTORS: # 2/0 # 2/0
CONDUCTOR AMPACITY: 175 150
200 AMP.
PANEL
A
#4 GROUND TO 2- 5/8 . x 10' L
RODS (6- APPART BLDG
FOUND. STEEL. \_�_FOIJND. REINF. STEEL
(BONDED TO METAL C.W.P.)
ELECTRICAL RISER DIAGRAM
NTS
CONNECT SMOKE DETECTOR TO ON SWITCH LIGHT CIRCUIT OF CLOSEST BATHROOM
ELECTRICAL PLAN
SCALE 114'9=19-099
GROUND: #6 AS PER RISER DIAGRAM
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THESE CONSTRUCTION
DOCUMENTS HAVE
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CONSTRUCTION
THE DIRECTSUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2017 FBC 6TH EDITION),
EDITION TO THEBEST OF THE
ENGINEERSKNOWLEDGE & BELII
THE STRUCTURAL LANS,
COMPLY WITH FBC
SECTION 1606 FOR t50 MPH WI
3 SEC,GUST
IMPORTANCEFACTOR=1,ENCLOSI
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
SEAL
DATE IS SIGNED AND
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F SYMBOL LEGEND
SYMEL DESCRIPTION SYMBL DESCRIPTION
0.0 PARKING LOT LIGHT
SURFACE MNTD FLOOD (2 BULB) RANGE RECEPTACLE
F0 WALL MOUNTED ASSIGNED RECEPTACLE
0 CEILING RECESSED DUPLEX RECEPTACLE
CEILING OUTLET TRIPLEX RECEPTACLE
FLUORESCENT LAMP 6H DUPLEX RECEPTACLE - 6' A.F.F.
2 X 4 LAYIN FLUORESCENT LIGHT 13 SINGLE FLOOR RECEPTACLE
11 DUPLEX FLOOR RECEPTACLE
I X 4 FLUORESCENT STRIP 13, DISCONNECT
+ CEILING FAN WITH LIGHT JUNCTION BOX
$ SWITCH
S3W 3-WAY SWITCH 4C:J' EMERGENCY LIGHT
TELEPHONE JACK 0 EXIT LIGHT
EXHAUST FAN/ WALL ALARM PANEL (BY OTHERS)
HOMERUN
EXHAUST FAN / CEILING D SMOKE DETECTOR
INTERCOM SPEAKER AT 60' A.F.F. CARBON MONOXIDE
INTERCOM BASE PULL STATION
THERM13STAT (VERIFY LOCATION) HORN & STROBE
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91 COAXIAL CABLE
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NOTE: A VISIBLE "EXIT" SIGN ON OR ADJACENT TO ALL
EGRESS DOORS W1 A BATTERY BACK UP ILLUMINATION
AND A STATING "THIS EXIT TO REMAIN UNLOCK WHEN
THIS BUILDING IS OCCUPIED" LETTER WITH CONTRAST BACKGROUND
ELECTRICAL PANEL: A PROJECT: UNIT A
SERVICE VOLTAGE: 120/240 PANEL RATING (AMP): 200 LOCATION: GARAGE ENCLOSURF_* NEMA 1
1 PHASE 3 WIRE 2 POLE PROJECT SO FT., 7,078 FLUSH MOUNTED
CK DESCRIPT TRIP VOLTS KVA AMPS POLE WIRE COND CK DESCRIPTION TRIP VOLTS KVA AMPS POLE WIRE COND
1 AIR COND #1 40 253 5.0 20.8 2 10 ROMEX 2 GENERAL UGH-rG 15 120 1.1 9.2 1 14 ROMEX
_L AIR COND #1 40 253 5.0 20.8 2 10 ROMEX 4 GENERAL UGHrG 15 120 1.1 9.2 1 14 ROMEX
5 AIR HANDLER #1 40 240 5.0 20.8 2 10 ROMEX 6 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
7 AIR HANDLER #1 40 240 5.0 20.8 2 10 ROMEX 8 GENERAL UGHT*G 15 120 1.1 9.2 1 14 ROMEX
9 DISHWASHER KITC 20 120 1,5 12.5 1 12 ROMEX 10 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
11 DISHWASHER BBQ 20 120 1.5 12.5 1 12 ROMEX 12 GENERAL uGHrG 15 120 1.1 9.2 1 14 ROMEX
13 MINI REFRIGE 15 115 0.4 3.3 1 12 ROMEX 14 GENERAL UGHrG 15 120 1.1 9.2 1 14 ROMEX
15 REFRIGERATOR 20 120 0.4 3.3 1 12 ROMEX 76 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
17 DRYER 25 240 5.0 20.8 2 10 ROMEX 18 GENERAL UGHT`G 15 120 1.1 9.2 1 14 ROMEX
19 WASH MACHINE 20 120 1.5 12.5 1 12 ROMEX 20 AFCI BEDROOMS 20 120 1.5 12.5 1 12 ROMEX
21 STEAM SHOWER 30 240 5.0 20.8 2 10 ROMEX 22 AFCI HALL, LIVING 20 120 1.5 12.5 1 12 ROMEX
23 3P SAUNA 20 120 1.5 12.5 1 12 ROMEX 241 AFCI GENERAL 20 120 1.5112.5 1 12 1 ROMEX
25 WATER HEATER 30 240 5.0 20.8 2 10 ROMEX 26 ARC GENERALI 20 120 1.5 12.5 1 12 ROMEX
27 GAR.DOOR.OPEN 1 15 120 0.7 5.8 1 12 ROMEX 28 GFI BATHROOM 20 120 1.5 12.5 1 1 12 ROMEX
29 BATH FANS 20 120 1�5 12.5 1 12 ROMEX 30 GF1 KITCHENS 20 120 1.5 12,5 1 12 ROMEX
31 APPL KITCHEN 20 120 1,5 12.5 1 12 ROMEX 32 APPLIANCE GFI 20 120 1.5 12.5 1 12 ROMEX
331APPL. KITCHEN 1 20 120 1.5 12.5 1 12 1 ROMEX 34 SPARE
35 APPL KITCHEN 20 120 11.5 112.5 1 12 ROMEX 36 SPARE
37 SPARE 38 SPARE
39 SPARE 40 SPARE
41 SPARE 42 SPARE
43 SPARE 44 SPARE
45 SPARE 46 SPARE
47 SPARE 48 SPARE
L9 SPARE 50 SPARE
51 SPARE *52 SPARE
53 SPARE 54 SPARE
55 SPARE 56 SPARE
57 SPARE 58 SPARE
591SPARE 60 SPARE
SERVICE LOAD CALCS based on NEC opfimal method, 220-30
LOAD LINE NEUTRAL
DISH WASHER 1 500 1 500
DRYER 5 000 3 500
GENERAL LIGHTG 11 250 11 250
RANGE 12000 5 600
REFRIGERATOR 400 400
WASH MACHINE 1 500 1 500
WATER HEATER 5 000 0
AIR COND #1 5 000 0
AIR HANDLER #1 5 000 0
APPLIANCE DINING 3 000 0
APPLIANCE KITCHEN 4 500 0
WHIRPOOL 700 0
APPL. BATHROOM 1 500 0
GAR. DOOR OPENER 700 0
CONNECTED VA LOAD: 76 600 24 000
DEMAND VA LOAD: 39 760 18255
DEMAND AMPS: 166 59
MAIN FUSE 200
CONDUCTORS: # 2/0 # 2/0
CONDUCTOR AMPACITY: 175 150
200 AMP.
PANEL
A
#4 GROUND TO 2- 5/8 . x 10' L
RODS (6- APPART BLDG
FOUND. STEEL. \_�_FOIJND. REINF. STEEL
(BONDED TO METAL C.W.P.)
ELECTRICAL RISER DIAGRAM
NTS
CONNECT SMOKE DETECTOR TO ON SWITCH LIGHT CIRCUIT OF CLOSEST BATHROOM
ELECTRICAL PLAN
SCALE 114'9=19-099
GROUND: #6 AS PER RISER DIAGRAM
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THESE CONSTRUCTION
DOCUMENTS HAVE
BEEN PREPARED BY
CONSTRUCTION
THE DIRECTSUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2017 FBC 6TH EDITION),
EDITION TO THEBEST OF THE
ENGINEERSKNOWLEDGE & BELII
THE STRUCTURAL LANS,
COMPLY WITH FBC
SECTION 1606 FOR t50 MPH WI
3 SEC,GUST
IMPORTANCEFACTOR=1,ENCLOSI
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
SEAL
DATE IS SIGNED AND
A,
ZZ
U Lu
LL
LLI I
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PLANS COMPLY WITH THE 2014
FLORIDA DUILDING COOL RFSIDENCIAL
Sheet #
E-1
M n,
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'111VA101111
�NEIONIVU
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200 AMP.
PANEL
A
#4 GROUND TO 2- 5/8 . x 10' L
RODS (6- APPART BLDG
FOUND. STEEL. \_�_FOIJND. REINF. STEEL
(BONDED TO METAL C.W.P.)
ELECTRICAL RISER DIAGRAM
NTS
CONNECT SMOKE DETECTOR TO ON SWITCH LIGHT CIRCUIT OF CLOSEST BATHROOM
ELECTRICAL PLAN
SCALE 114'9=19-099
GROUND: #6 AS PER RISER DIAGRAM
0 �_.L X 1.9-117
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THESE CONSTRUCTION
DOCUMENTS HAVE
BEEN PREPARED BY
CONSTRUCTION
THE DIRECTSUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2017 FBC 6TH EDITION),
EDITION TO THEBEST OF THE
ENGINEERSKNOWLEDGE & BELII
THE STRUCTURAL LANS,
COMPLY WITH FBC
SECTION 1606 FOR t50 MPH WI
3 SEC,GUST
IMPORTANCEFACTOR=1,ENCLOSI
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
SEAL
DATE IS SIGNED AND
A,
ZZ
U Lu
LL
LLI I
.j UL
uu :i
PLANS COMPLY WITH THE 2014
FLORIDA DUILDING COOL RFSIDENCIAL
Sheet #
E-1
M n,
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'111VA101111
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THESE CONSTRUCTION
DOCUMENTS HAVE
BEEN PREPARED BY
CONSTRUCTION
THE DIRECTSUPERVISION OF
PETE ALFONSO JR ARCHTECT
LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2017 FBC 6TH EDITION),
EDITION TO THEBEST OF THE
ENGINEERSKNOWLEDGE & BELII
THE STRUCTURAL LANS,
COMPLY WITH FBC
SECTION 1606 FOR t50 MPH WI
3 SEC,GUST
IMPORTANCEFACTOR=1,ENCLOSI
THIS DRAWING AND
DESIGN IS VALID FOR
12 MONTHS AFTER THE
SEAL
DATE IS SIGNED AND
A,
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PLANS COMPLY WITH THE 2014
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Sheet #
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LIC #8735 AND ARE
HEREBY CERTIFIED TO
COMPLY WITH
(2017 FBC 6TH EDITION),
EDITION TO THE BEST OF THE
ENGINEERS KNOWLEDGE & BELIEF
THE STRUCTURAL PLANS,
COMPLY WITH FBC
SECTION 1606 FOR 150 MPH WIND
3 SEC.GUST
IMPORTANCE FACTOR=l, ENCLOSED
THIS DRAWING AND
DESIGN IS VALID FOR
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