HomeMy WebLinkAboutBUILDING PLAN -PAGE 1-13Q
I REVISIONS BY DATE
permit sets GS 10.5.2018
1 st Bldg Comments GS 3.12.201�
TOP CAP ON
2" x 2" TUBE
SAFETY GLASS
F PANEL
1 1/2" x 1 1/2"
SQUARE
3j/2' PICKET (TYP,)
NOTE:
ALL FASTENERS FOR RAIL ATTACHMENTS
TO BE STAINLESS STEEL
NOTE: TOP CAP ON
PICKET SPACING TO 2"x2" TUBE
REJECT 4" DIA, SHERE
NOTE:
ALL FASTENERS FOR RAIL ATTACHMENTS
TO BE STAINLESS STEEL
08 ALUMINUM BALCONY GUARD DETAIL 3/4 V-0" 04 ALUMINUM GUARD DETAIL
Al
4" MIN EDGE
DISTANCE
411
RAILING POST (REFER TO SHOP
DRAWINGS FOR SIZE & LOCATIONS)
MIN POST EMBEDMENT = 4"
3 1/4" DIA x 4" DEEP HOLE
INTO CONCRETE, FILL HOLE
W/ EPDXY BONDING/GROUTING
ADHESIVE (SIKADUR 32 HI -MOD)
4 In
<
07 EXTERIOR RAILING ATTACHMENT
RECOMMENDED WATERPROOFING BE PROVIDE AT THE COLD JOINT BETWEEN
THE DECK AND THE CMS TO PREVENT WATER INTRUSION. RECOMMEND
WATERPROOFING BE PROVIDED 1" BEYOND THE SLIDING GLASS DOOR
PERIMETER SEALANT TOWARD THE INTERIOR; 1" ON THE DECK OUT FROM THE
RETURN; 2" OUT AWAY FROM THE CMU; AND SIX TO EIGHT INCHES UP THE
EXTERIOR FACE OF THE WALL
RECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD
TO BE PROVIDED AFTER STUCCO AT THE JUNCTION OF THE CONCRETE SLAB
AND THE EXTERIOR FACE, CANT BEAD TO TIE INTO THE SLIDING GLASS DOOR
PERIMETER SEALANT.
1" BEYOND SLIDING GLASS DOOR
PERIMETER SEAL
—��rCONCRETE BLOCK
STUCCO--,,,..
SLIDING GLASS DOOR
FRAME SILL
)/2" DIA SOLI
ALUM ROD
(TYP.)
1 1/2" x 2"
PICKET
2" x 2" SQ
PICKET
-1AP @
DST
2x4 NAILED TO
FLOOR TRUSSES
((2) 16d each truss)
No. 6 x 1" GAILV SCREWS -
@ 32" O/C TO TOP RUNNER
No. 6 x V GALV SCREWS
@ 32" O/C TO BOT PLATE
P.T. 2x4 wl 1/4" x 3"
CORROSION RESISTANT-�\
TAPCONS @ 16" O/C
INTERIOR NON
D3
3%" METAL RUNNER
TRACKS (25 gal TOP & BOT
61
3%" METAL STUDS
(25 ga) @ 16" O/C
NORMAL
MATERIALS
DESIGN FLOOD
ELEVATION (DFE)
SEE PLANS
FLOOD PROOF MATERIALS
(CLASS 4 OR 5 PER FEMA
TECHNICAL BULLETIN #2)
THIS DESIGN ALLOWS THE METAL FRAMED WALL
TO BREAKAWAY FROM THE PERMANENT TOP&
:111 BOT 2X4 RUNNERS WITHIN THE 10-20 PSF LOADIM
'I
ilI RANGE WITHOUT HARM TO THE ELEVATED PORTI
fl;
OF THE BUILDING OR SUPPORTING FOUNDATION
ING
ONSTRUCTION 1 1/211 1 1-011
)D BA STANDING SEAM METAL ROOF
LUSI ERB
0 REJECT (.032 ALUM 5V CRIMP)
ERSPHERE OVER VERSASHIELD ON
PEEL & STICK MEMBRANE OVER
30# FELT TIN TAGGED TO APA 40/20
19132" EXPOSURE 1 PLYWOOD
POST
of V-01
NTS 03 WOOD BALCONY RAI LING DETAIL 3(4
GRASPABLE TOP RAIL PER
N.F.P.A. 101 5-2.2.4.5 (C)
R 311.5.6 HANDRAILS SHALL BE PROVIDED
ON AT LEAST 1 SIDE OF EACH STAIRS &
SHALL BE CONTINUOUS FOR THE FULL
LENGTH OF THE FLIGHT
HARDWOOD BALUSTERS
SPACED TO REJECT
, Z//
4" DIAMETER SPHERE
TREADS
CANT BEAD
U)
WOOD
STAIRS
—HARDWOC
D
MEMBRANE
DECORATIVE
RISERS
WATERPROOFING
/4' RECE
/4" RECESS
ARID
HARDWOOD SKIRTBOARD
VULKEM TRAFFIC COATI N TOBE-Z
G
USED ON BALCONY SURFACES
UPPER STAIR - RISE=7.09", RUN=11"
'74
LOWER STAIR - RISE=6.95", RUV11"
06
'TS
WATERPROOFING BALCONY NTS
02
STAIR RAIL DETAIL
3/4
If
1
NON-SKID FLOORING ON
EPDXY BASED SETTING MATERIAL
:1 1
['��3%"
L
IdG
& GROUT OVER TRAFFIC COATING
METAL RUNNER
(NO PHOSPHATE BASED MORTAR)
FOR FIRE RATED & ADJACENT WALL
TRACKS (25 g
TOP & BOT
TOP & BOT RUNNERS TO BE FASTENED TO
CEILING & FLOOR @ MAX 24" O/C wl 5/8"
TRAFFIC COATING
EMBED NAILS OR SELF TAPPING SHFFT
1�
5
BULLNOSE
METAL SCREWS FOR METAL TO METAL
1�
I
S
EDGE
3%" METAL ST
JDS
4
(25 ga) @ 24" G/C
<
4
<
<
4
WATER DRIP -
GROOVE
SMOOTH STUCCO
FINISHED BALCONY
05 1 BALCONY EDGE DETAIL
5/8"GYPBOAqDw/A
LEVEL 4 FINIS� OR
5/8" DUROCK (M WET AREAS
SEE ANCHOR SCHEDULE
ON STRUCTURAL PLANS
FOR ROOF TIE DOWNS
EAM
@Lo-+P-1 Il E4 P A. F. F.
SEE SHEET A802 FOR-/
TRUSS END DETAILS
IS 10P 0 AM & 1ST FLO
ELE� OR
V 0 �;E
8"x16" BOND BEAM---'
(SEE STRUCTURAL PLANS)
FILLED CELLS w/ VERT. DOWELS
(SEE STRUCTURAL PLANS
FOR SIZES & LOCATIONS)
3/4" RECESS
GARAGE/LOBBY (0).
ELEV-14'-10"/-11'-0"
GRAIDEVARIES
BATT INSULATION =OR WALLS
BETWEEN CONDIT ONED and
UNCONDITIONED 'FACES, AT
OPT. LOCATIONS F OR SOUND- GEN!ERAL NOTE SPECIFICATIONS:
SEE PLANS -ALL CONCRETE SHALL BE OCEAN MIX
-ALL NAILS SHALL BE GALVANIZED
-ALL FASTENERS SHALL BE STAINLESS STEEL
NTS 01 INTERIOR FRAME WALL (NON BEARING) 1 11/211 = 1 1-011 D1 ITYPICAL2-STORY WALL SECTION
MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
OPEN CELLED FOAM INSULATION THAT PASSES
ACC 377 APPENDIXWWITHOUT A COATING
12
41/2
F
INTERIOR WALL & CEILING FINISH NOTES:
1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ FBC 2017
R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX.
2. FLAME SPREAD INDEX NOT TO EXCEED 200.
3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
INSULATION NOTES:
1. ALL INSULATION TO COMPLY W/ FBC 2017 R302.1 0 FOR
FLAME SPREAD & SMOKE DEVELOPED INDEX.
2. FLAME SPREAD INDEX NOT TO EXCEED 25.
3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
STANDING SEAM METAL ROOF
(.032 ALUM 5V CRIMP)
OVER VERSASHIELD ON
PEEL & STICK MEMBRANE OVER
30# FELT TIN TAGGED TO APA 40/20
19/32" EXPOSURE 1 PLYWOOD
SEE ANCHOR SCHEDULE
ON STRUCTURAL PLANS
FOR ROOF TIE DOWNS
F EAM
L@0-+P-293 -0 P A. F. F.
R-/SEE SHEET A802 FO
TRUSS END DETAILS
MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
OPEN CELLED FOAM INSULATION THAT PASSES
ACC 377 APPENDIX'X'WITHOUT A COATING
12
41/2
Y8" GYPSUM BOARD CLG ATTACHED
TO BOT CHORD OF TRUSSES
-P.T, 1x3 FIRESTOP CONT.
-MIN 8"x8" BOND BEAM
(SEE STRUCTURAL PLANS)
445�2G. ROOF
UNES @ 24" O/C A -PT I�A('TWT
RATRUN RESTRAINTS
?0 - 3/4" GYPSUM TOPPING ON Y4" T&G
FiqP[E.Cz RUCTURAL PLANS) PLYWOOD GLUED & SCREWED TO
FLOOR TRUSSES, (PLACE PLYWOOD
R-16YP OM 66AK5 i5n;M!' CHED LOP IF PERPENDICULAR TO TRUSSES)
TO BOT CHORD OF TRUSSES @ _�EAM & 2ND FLOOR
3_0 A.F.F.
0-
P.T. 1x3 FIRESTOP CONT.
4-
24" DEEP PRE-ENG FLOOR
T 7 9 TRUSSES @ 24" O/C MAX
14i
MIN 8"x8" BOND BEAM
8"x`16" BOND BEAM--�
(SEE STRUCTURAL PLANS) —MIN R-20 1/2 lb. PER CUBIC FOOT LIED
(SEE STRUCTURAL PLANS) npp:N r.F:i i F:n ES
ACC 377 APPENDIX'X'WITHOU7 A
�-%" GYPSUM BOARD CLG ATTACHED
L F7 CHORD OF TRUSSES OR
v METAL FRAMING @ SOFFITS
P.T. 1x3 FIRESTOP CONT.
D I -A �nmy -DT `!�Arr)!,IT
GYPSUM TOPPING ON Y4" T&G
PLYWOOD GLUED & SCREWED TO
FLOOR TRUSSES. (PLACE PLYWOOD
PERPENDICULAR TO TRUSSES)
W
-
9
c5j
24" DEEP PRE-ENG FLOOR
TRUSSES @24" O/C MAX
T SP Y APF
—MIN R-20 1/2 lb. PER CUBIC Foc r sp Y AP
-N Q A MAC
QPF -ELLED FOAM III__
ACC 377 APPENDIX'X'WITHOUI A :;OAT G
-
GYPSUM BOARD Cl G ATTACHED
TO BOT CHORD OF TRUSSES OR
NOTE:
P.T. 2X4 FRAMING AROUND
ALL SHOWER OPENINGS
METAL FRAMING 9,-jUl-l1 I b
P.T. 1 x3 FI RESTOP CONT.
STAPLED TO P.T. 1x2 FURRING @ 24" O/C
5/8" GYP BOARD OVER R4.1 FI-FOIL INSULATION
I P.T. 1 X4 CONT.
L
- - - - - -
4
III III H
SEE STRUCTURAL PLANS
I FOR PILING, GRADE BEAMS,
J
FOUNDATION DETAILS
LIED
�.EAM & 1ST FLOOR
PC 6B
El LE V O�
8"xl6" BOND BEAM`�
(SEE STRUCTURAL PLANS)
FILLED CELLS w/ VERT. DOWELS
(SEE STRUCTURAL PLANS
FOR SIZES & LOCATIONS)
3/4" RECESS
GARAGE/LOBIBY (a)
\-w ELEV-14'-10"/-11'-0"
GRADE VARIES
GENERAL NOTE SPECIFICATIONS:
-ALL CONCRETE SHALL BE OCEAN MIX
-ALL NAILS SHALL BE GALVANIZED
-ALL FASTENERS SHALL BE STAINLESS STEEL
a
all
0
see 0 a
0
0
NJ
MFM
w
sme
Muni
MI
ME
0
0
1:1 14111MV, 0 1 0,
0
MON
3/411 V-0" I D2 I TYPICAL 3-STORY WALL SECTION
METAL FRAMING @ SOFFITS
P.T. 1x3 FIRESTOP CONT.
5/8" GYP BOARD OVER R4.1 FI-FOIL INSULATION
-STAPLED TO P.T. 1x2 FURRING @ 24" O/C
P.T. 1x4 CONT.
I I 1=1 I 1=1 I M I l�� I
SEE STRUCTURAL PLANS
FOR PILING, GRADE BEAMS,
FOUNDATION DETAILS
6--4. A
LIED
�ES
3/411 1 0-011 1
C,fo
0
L
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Job No,
1302011
Ft, 0011105
FIRM-AA003'-1-
801
1
1
I
In
N
12
4 1/2�
GALV METAL DRIP
OVER P.T. lx2 ON 2x6
CYPRESS FASCIA w/
(2) 16d TO EACH TRUSS
MIN%" STUCCO ON
SELF FURRING METAL
LATH SOFFIT (SCORED
TO LOOK LIKE T&G)
2'-0"
OVERHANG (TYP.)
L-1
12
4 1/2[
U FASCIA DETAIL
-1 �11?'= f'O"
00 — REWSIONS BY DATE -
qr- A permit sets GS Iq 5.2018
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F.
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Job No. 1802011
ky
-JAN
ff,
FL-Wlffli FIRM AAW1179
I"
15
A802
CASING BY INTERIOR
2X6 P.T. BUCK W/ 1/4" DIA. x
00
REMIONS
BY
DATE
permft sets
GS
10.5.2018
OR OWNER 1-3/4" EMBED. @ 12" O.C., 6" E.E.
WOOD CASING, BY OWNER
1X6 P.T. NAILER
PROVIDE 2-1/4" MASONRY
EDGE DISTANCE
METAL STUD PARTITION W/
PROVIDE SHIMS AS REQUIRED
cq
DRYWALL SEE
WALL SECTION
JAMB EXTENSION AS NEEDED
GYPSUM WALLBOARD
(SEE WALL TYPES)
METAL STUD PARTITION W/
WOODDOOR ui
(SEE FLOOR PLAN)
V
ATTACH DOOR FRAME
PER LATEST NOA PRODUCT
BLOCKING AS REQ'D
GYPSUM WALLBOARD
(SEE WALL TYPES)
WOOD CASING, PAINT GRADE 6
9
I
APPROVALS
PROVIDE SHIMS AS
DOOR STOP
(VERIFY W/ OWNER)
IMPACT RATED EXTERIOR
REQUIRED
PRE -HUNG WOOD DOOR FRAME
DOOR (NOT FRENCH) PER
WOOD CASING BY OWNER
DOOR STOP BEYOND
EXTEND
LATEST NOA PRODUCT
WATERPROOFING:
APPROVAL
PRE -HUNG WOOD DOOR
FINISH FLOOR VARIES BY
STONE OR BRICK
FRAME
ROOM
THRESHOLD
WOOD DOOR
BLOCKING AS REQ'D
CONCRETE FLOOR SLAB
VULKEM SEALANT ON
(SEE FLOOR PLAN)
NOTES: PRE -HUNG WOOD
(SEE FOUNDATION PLAN)
BACK SIDE & FRONT
F SOU
INERIFY wl OWNER IF SOUND
ND DOOR FRAME
WATERPROOFING
INSIDE & OFBUCK
NOTES:
QU
INSULATION WILL BE REQUIRED.
FACE OF OPENINGS, SEE
SPECS. STUCCO RETURN
l.VERIFY W/ OWNER IF SOUND
WOODDOOR
2. VERIFY HINGE SIDE W/ FLOOR PLAN. (SEE DOOR SCHEDULE)
NOTES:
INSULATION WILL BE REQUIRED.
STUCCO W/
2. VERIFY HINGE SIDE FLOOR PLAN.
l.VERIFY W/ OWNER IF SOUND
SMOOTH FINISH
W/
INSULATION WILL BE REQUIRED.
2. VERIFY HINGE SIDE W/ FLOOR PLAN.
FILLED CELL OR
It
0
POURED COL., SEE
STRUCT.
*CAULK AS REQUIRED lY2"=l'-0"
*CAULK AS REQUIRED
lY2"=l'-O"
�CAULK AS REQUIRED
lY2.'=V-0-'
DOOR OUVOWIM0 JAM
D[FrAOL
7YP. OMTEROOR DOOR HEAD DOETABIL
TVP. ON'TEROOR DOOR
JAMB DE7ADL
7YOP. ONTERdOR [DOOR
THRESHOLD DIEVABIL
NOTES:
8" 1. CAULKING, SEALANT, ADHESIVE,
STUCCO W/
PRECAST LINTEL OR
POURED BEAM
INUIUAI 1=6 6KINI 1,UA I
CMU WALL OVER PRECAST PLASTER W/ SMOOTH
LINTEL OR POURED CONC.— FINISH
BEAM, SEE STRUCT.
STUCCO W/
PRECAST LINTEL OR
POURED BEAM
r
PRECAST LINTEL OR
POURED BEAM
OR GASKET SEALS WINDOW FRAMING
SE UCTURAL
OVERLAP
AND WALL JOINTS TO FORM AIR BARRIER.
SMOOTH FINISH
DW
DWG's)
(SEE STRUCTURAL DWG'S)
(SEE STRUCTURAL DWG'sl
IS
1--ittl
4
2X6 P.T. BUCK W/ Y4"
SMOOTH FINISH
2. THESE PRINCIPLES ARE
DRYWALL SEE
DR'
WA
WALL SECTIONS
t3y4
TAPCONS W/ WASHERS 1%"
STUCCO w/
WATERPROOFING INSIDE
& -z
ALSO APPLICABLE TO DOOR
WATERPROOFING INSIDE &
SMOOTH FINISH -- ------------- �� I - 0 EMBED @ 8" O.C. MAX, 2"
FACE OF OPENINGS, SEE
11 4 D RYWALL SEE
fDF
WEATHERPROOFING.
LMOISTUR
FACE OF OPENINGS, SEE
M
a 0
, s FROM CORNER
SPECS.
a 0
z WALL SECTIONS
AR RIER
z
z
w ell
z
OVERLAPPED DIRECT
SPECS.
lX6 P.T. NAILER
1 X6
STONE SURROUND IF At
u_ DRYWALL SEE
MOISTURE AWAY'FRQM
STRUCTURE/ FRAMIN6.�
3Y4'
APPLICABLE �zo
w w
r �`IX6 P.T. NAILER
WATERPROOFING INSIDE &
FACE OF OPENINGS
z 0 W
WALL SECTIONS
W LL
VULKEM SEALANT ON
I SEE
�, a-
BACK SIDE & FRONT
CASING BY INTERIOR
OR OWNER
�NN
SPECS.
wW. 4
_ly
w lX6 P.T. NAILER
311�
�6
OFBUCK
CASING BY INTERIOR OR
OWNER
CASING BY INTERIOR OR
'�—HEAD CASING/ TRIM
JAMB EXTENSION AS
OWNER
NEEDED
CORNERBEAD STANDARD 2" TRACK,
2X4 P.T. BUCK W/ Y4" TAPCONS
1)/4" EMBED 8" O.C. MAX, 2"
JAMB EXTENSION AS NEEDED
STONE SURROUND &
2X6 P.T. BUCK W/ 1/4"
TORSION SPRING
STONE SURROUND &
@
FROM CORNER
9
�,6
RETURN OTIONAL
ELEVATIONS)
DIA. x 1-3/4" EMBED. @
12- O.C., 6" E.E.
DRIP KERF IN OPERATED O.H.
STUCCO RETURN GARAGE DOOR.
RETURN, SEE
ELEVATIONS
IMPACT RATED FRENCH
STONE SURROUND &
2X6 RIPPED P.T. BUCK W/ 1/4"
DIA. x 1-3/4" EMBED. @ 12" O.C.,
t0lk
(SEE
PROVIDE 2-1/4"
6"E.E.
MASONRYEDGE
WATERPROOFING INSIDE & STEEL INSULATED IMPACT
VULKEM SEALANT ON
DOOR INSTALL PER
PRODUCT APPROVAL
RETURN OPTIONAL
SEE ELEVATIONS)
PROVIDE 2-1/4" MASONRY
WINDOW UNIT
DISTANCE
FACE OF OPENINGS, SEE SPECS. RATED OVERHEAD DOOR w/
BACK SIDE & FRONT
OF BUCK
EDGE DISTANCE
IMPACT RATED SLIDING
WOOD VENEER INSTALL PER
FOLDED OR
NOTE:
DOOR INSTALL PER
PRODUCT APPROVAL
NOTE:
VULKEM SEALANT ON
SOLDERED SILL
lx BUCKS MAY BE USED IN LIEU OF 2x BUCKS PRODUCT APPROVAL
WD. MOULD OVER
lx BUCKS MAY BE USED IN LIEU OF 2x BUCKS
BACK SIDE & FF ( NT
to
OFBUCK
IMPACT RATED FRENCH
DOOR INSTALL PER
FLASHING
SILL (SLOPED TOP)
USE P.T. lX4'S W/ lY2" COIL NAILS @ 8" O/C, THE
WINDOW/DOOR IS THEN TAPCONNED THRU THE
I X6 SMOOTH
USE P.T. lx4'S wl lY2"COIL NAILS @ 8" O/C, THE
WINDOW/DOOR IS THEN TAPCONNED THRU THE
PRODUCTAPPROVAL
JAMB CASING/ TRIM
CEDAR BD. OVER
OVERHANGS APRON +I- V
BUCK TO THE CONCRETE STRUCTURE PER ITS
Y4"=V-0"
1X PT. FURRING lY2"=l'-0"
*CAULK AS REQUIRED
BUCK TO THE CONCRETE STRUCTURE PER ITS lY2"=l'-0"
'CAULK AS REQUIRED
ly2"=l.-0"
RESPECTIVE NOA REQUIREMENT.
RESPECTIVE NOA REQUIREMENT.
MRHOOM MITIERPRODIFOH(a
SLOMHO QLASS DOOR
HE&D DET&L
10
GARME DOOR NE&D DE7AL
L
'TWOCAL WHOOM
HEAD DOE7&OL
TYMCAL FREHCH DOOR HEAD DETAOL
ACCEPTABLE WATERPROOFING
2X6 P.T. BUCK W/ 1/4" DIA. x
2X4 P.T BUC_KW/ 1/4" DIA. X
1-3/4' EMBED. @ 12" O.C., 6- E.E.
INDICATES SKIM COAT PLASTER W/ SMOOTH FINISH
CASING BY INTERIOR 1-3/4" EMBED. @ 12" O.C., 6" E.E.
1. THOROSEAL MIXED W/ ACRYL 60 WATERPROOFING MEMBRANE AROUND
CASING BY INTERIOR
OR OWNER
PROVIDE 2-1/4" MASONRY
EDGE DISTANCE
2X6 P.T. BUCK W1 Y4"TAPCONS W/ WASHERS lY4"
OR OWNER
PROVIDE 2-1/4" MASONRY
EDGE DISTANCE
CASING BY INTERIOR
OR OWNER
2X P.T. BUCK W/ 1/4" DIA. x
1-3/4" EMBED. @ 12" O.C., 6" E.E.
0
PERIMETER OF ALL WINDOW OPENINGS. EXTEND 9" MIN. AROUND PERIMETER FACE
EMBED @ 8" O.C. MAX, 2- FROM CORNER
lX6 P.T. NAILER
1X6 P.T. NAILER
JAMB EXTENSION AS NEEDED
DRYWALL SEE
JAMB EXTENSION AS NEEDED
lX6 P.T. NAILER
PROVIDE 2-1/4" MASONRY EDGE
DISTANCE
u
2. VULKEM 35ONF R MEMBRANE, 25 WET MILS MINIMUM INSIDE OPENING &
10 WET MILS W/ AGGREGATE FOR STUCCO FINISH. EXTEND 12" MINIMUM AROUND
DRYWALL SEE
IMPACT RATED SLIDING
RECESS IN CONCRETE
WALL SECTIONS
7
INTERIOR SILL, SEE BY INTERIOR
DRYWALL SEE
(D
PERIMETER FACE.
WALL SECTION
V
DOOR INSTALL PER
OR OWNER
WALL SECTIONS
JAMB EXTENSION AS
PRODUCT APPROVAL
STEEL INSULATED IMPACT RATED
IMPACT RATED WINDOW
NEEDED
VULKEM SEALANT ON
OVERHEAD DOOR w/ WOOD VENEER
R U T
IMPACT RATED FRENCH DOOR
BACK SIDE & FRONT
INSTALL PER PRODUCT APPROVAL
APPROVAL
INSTALL PER PRODUCT
OFBUCK
�X'
VULKEM SEALANT ON
APPROVAL
WD. MOULD OVER lX6 SMOOTH CEDAR
IT, WA—TZERFPRQOFI G
BACK SIDE & FRONT
EXtEND
VULKEM SEALANT ON
j:fo 0
XTEND
BD. OVER IX PT. FURRING
I OF BUCK
�IATERPRIQOFING
BACK SIDE & FRONT
RPROOFING
STONE OR BRICK
P,
-EXTERIOR STONE SILL
OF BUCK
Xv
THRESHOLD
WATERPROOFING INSIDE &
WATERPROOFING MEMBRANE AROUND
STONE SURROUND &
U11A
STONE OR BRICK
9
u 4
04
R
FACE OF OPENINGS, SEE
OPENINGS, SEE SPECS.
RETURN OPTIONAL
THRESHOLD
0
SPECS.
STUCCO W/
(SEE ELEVATIONS)
STONE SURROUND &
:44
m!
STUCCO W/
STONE SURROUND &
SMOOTH FINISH WATERPROOFING INSIDE &
FACE OF OPENINGS,
STUCCO w/
RETURN OPTIONAL
Q)
SMOOTH FINISH
RETURN OPTIONAL
STUCCO W/
SEE
OR SPECS.
SMOOTH FINISH
(SEE ELEVATIONS)
�>.
rl
14:1
(SEE ELEVATIONS)
SMOOTH FINISH CORNER BEAD
FILLED CELL
FILLED CELL OR
POURED COL.,
SEE
FILLED CELL OR
WATERPROOFING INSIDE &
POURED COL., SEE NOTE:
FILLED CELL OR STONESURROUND
STRUCT.
NOTE:
FACE OF OPENINGS, SEE
POURED COL., SEE
STRUCT. lx BUCKS MAY BE USED IN LIEU OF 2x BUCKS
POURED COL. AT IF APPLICABLE, SEE ELEVATIONS
lx BUCKS MAY BE USED IN LIEU OF 2x BUCKS
STRUCT.
SPECS.
USE P.T.
lx4'S W/ 1Y2" COIL NAILS @ 8"O/C, THE
CMU WALL, SEE
USE P.T. lx4'S W/ 1)/2" COIL NAILS @ 8" O/C, THE
LK
WINDOW/DOOR IS THEN TAPCONNED THRU THE
STRUCT.
WINDOW/DOOR IS THEN TAPCONNED THRU THE
*CAULK AS REQUIRED BUCK TO THE CONCRETE STRUCTURE PER ITS lY2"=l'-0"
*CAULK AS REQUIRED lY2"=l'-O"
'CAULK AS REQUIRED
BUCK TO THE CONCRETE STRUCTURE PER ITS lY2"=l'-O"
*CAULK AS REQUIRED
ly2'.=l'-O"
7W
RESPECTIVE
NOA REQUIREMENT.
RESPECTIVE NOA REQUIREMENT.
z
WAIRERPROOM(a SPECS
SUDOH(a QLASS [DOOR
J&HB DEUAL
p
(31MOIE NO METAL
DOOR JA
'TVPOC&L �WIHDWW
JAMB DE7L%OL
irupocAL FRIEMCH DOOR JAMB DIFTAUL
B
im
1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND
STONE OR STUCCO
APPLICABLE WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2017 AND ANY
EXTENSION IAMB —\
—
OTHER APPLICABLE CODES.
SLIDING GLASS
IF APPLICABLE
2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW &
ALUMINUM BI-PARTING
DOOR SILL RISER
(SEE MFG. SPEC's)
MOULD & 1X6 SMOOTH
CEDAR BD. TILE OR EPDXY FLOOR
(SEE ELEVS)
IMPACT RATED FRENCH
DOOR INSTALL PER
DOORJAMB
EXTENSION
Job No. 1802011
DOOR SPECIFICATIONS.
SLIDING GLASS DOOR
HVERIFY w/ OWNER)
VULKEM SEALANT ON
PRODUCT APPROVAL
(SEE DOOR SCHEDULE)
*ADJUST FINISH FLOOR AS
77
BACK SIDE & FRONT
STONE OR STUCCO
FRENCH DOOR &
3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT
NECESSARY TO FINISH OUT FLUSH
CASTSTONE
OFBUCK
2X4 P.T. BUCK W/ 1/4" DIA.
EXTENSION JAMB IF
ALUM.THRESHOLD,
ii
GAIN IF REQUIRED BY ENERGY CALCULATIONS.
ATTACHMENT PER
W/ SLIDING GLASS DOOR SILL
SURROUND, BEYOND
x 1-3/4" EMBED. @ 12" O.C.,
APPLICABLE (SEE ELEVS)
7 INSTALL PER
L
MFG.SPEC's
RISER
WINDOW SILL
6" E.E.
PRODUCT APPROVAL
4. ALL WINDOWS & EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFICIENT (SHOPI
EXTERIOR LANAI
STUCCO RETRUN
(SEE ELEV'S)
PROVIDE 2-1/4" MASONRY
IX P T BUCK W/ Y4"
AS INDICATED IN THE ENERGY CALCULATIONS.
FLOOR FINISH
EDGE DISTANCE
TAPC'O'NS 1YFEMBED
5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED
CONCRETE FLOOR SLAB
SLOPE
DRIVEWAY PAVERS (VERIFY W/
lz:
WATERPROOFING INSIDE & SILL &APRON BY INTERIOR
VULKEM TRAFFIC COATING
@ 12" O.C., 2"MAX
WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE
OWNER) SL PEEZ
FACE OF OPENINGS, SEE
OR OWNER
8
FROM CORNERS.
ARCHITECT.
SPECS.
lu z
STONE OR BRICK
PAVERS, RISERS &
FINISHED FLOOR, BY
S
6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS.
I X6 P.T. NAILER
THRESHOLD (TYP.)
OWNER
FL-0011105 FIRM-AA001379
7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING
,
DRYWALL SEE WALL
w
MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW
I
STUCCO W/
SECTIONS
OR DOOR DESIGN TO MEET CODE FOR LOADS.
INDICATES CONCRETE SLAB
(SEE STRUCTURAL DWG's)
SMOOTH FINISH
W
%"RECESS CONCRETE
SLAB TYP.
8. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS,
POURED CONCRETE SILL
(SEE STRUCTURAL DWG's)
z
w <
V) _i
a-
1 " RECESS @ DOOR
MUNTIN BARS, AND OVERALL CONFIGURATION.
INDICATES STEEL INSULATED DOOR wl WOOD VENEER
A'3Y2. 41/2" THRESHOLD
(SEE DOOR SCHEDULE)
NOTE:
9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY,
CONCRETE FLOOR
lx BUCKS MAY BE USED IN LIEU OF 2x BUCKS
8"
SLAB
USE P.T. lx4'S w/ IY2" COIL NAILS @ 8" O/C, THE
WINDOW/DOOR IS THEN TAPCONNED THRU THE
*CAULK AS REQUIRED
lY2"=l'-0"
*CAULK AS REQUIRED lY2"=l'-0"
*CAULK AS REQUIRED
BUCK TO THE CONCRETE STRUCTURE PER ITS lY2"=l'-O"
*CAULK AS REQUIRED
lY2"=l.-O"
901
RESPECTIVE NOA REQUIREMENT.
[EKYEROOR WHOOM A DOOR OEMENAL HOTES a
SLOOM OUSS DOOR SLL [M&L H
I
QUIME DOOR OLL DEV&L
OCAL Y�N_DDM BOLL DEVA�L E
'fMC&L FREHCH DOOR SADDLE DIEr6ML
! 1 I I
I
�
1
GUY GRAY SPACE SAVER WITH 4"
DEEP BOX FOR METAL STUD WALL
WATER HAMMER ARREST,
HW & CW HOSE CONNE(
WNACUUM BREAKERS
(WATTS OR EQUAL)
2017 FLORIDA BUILDING CODE -RESIDENTIAL 1/2" HW &
CWPIPING
PER FBC 2017 P405.3.1:
"A WATER CLOSET, URINAL, LAVATORY OR BIDET SHALL NOTBE 2" DIA, WASTE FINISHED WAL
SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE FINISHED FLOOR
WALL, PARTITION, VANITY OR OTHER OBSTRUCTION, OR CLOSER
THAN 30 INCHES CENTER -TO- CENTER BETWEEN ADJACENT
FIXTURES. THERE SHALL BE NOT LESS THAN A 21-INCH
CLEARANCE IN FRONT OF THE WATER CLOSET, URINAL, LAVATORY
OR BIDET TO ANY WALL, FIXTURE OR DOOR. 3/8"=110"
WASH�Na MACHWE CONNECnON BETML
TYMCAL PLUMIMM FIKTURE CLEARANCE J,
J BEAD —
VERTICAL WALL PAN
FLASHING NAILED TO
WALL WITH 300, 1"
RETURN. ��
z
ROOF ABUMNO CHU WALL
z .
C.M.U. WALL -
REFER TO
DRAWINGS FOR
DETAILS.
5/8" STUCCO
EXTEND
ELASTOFLEX
SAP UP WALL
BEHIND
COUNTER -FLASHING
MIN. 4".
PROVIDE TEST TEE
1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR
INSTALLATION DETAILS.
2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE
OF THERMAL EXPANSION TANK OR APPROVED DEVICE.
3. COORDINATE WITH PLUMBING PLANS
T&P TO GR(
WITH 2" AIR
RELIEF VAL:
2"AIR GP
40T TO SCALE
Mu I vvm I COLD WATER
SUPPLY SUPPLY
WATTS BRVT
PRESSURE
RELIEF VALVE
HEAT PRESSURE
TRAPS RELIEF DRAIN HOT WATER
WITH 2" AIR GAP RETURN
'�if recirc)
CHECK
)UD VALVE
G A
co — REVISIONS
T"""" 0 Apermit sets
BY
DATE
GS
1015.2018
ta
MAX.
SOUND INSULATION
^I
'q
JU Z LU z
< <
IF REQUIRED
OWNER)
v 0
L6
W Lu
U) U)
(VERIFY wit
0- EL
c;
5/8" DRYWALL EA. SIDE '-SEE NOTE"
PROVIDE LEVEL a ruvion UlY AILL k^v
INTERIOR PAINTED DRYWALL SURFACES
METAL FRAMING (25ga) @ 16" D.C.
MAX.
-SOUND INSULATION, IF REQUIRED
(VERIFY w/ OWNER)
METAL SILL CHANNEL OVER PLATE
NOTE:
.H. **USE WATER RESISTENT GREEN BID. FOR ALL PAINTED, NON -TILED WALLS NOT IN
M '\ 7'�' S. O.V. 0 nU AC 0 U nnRAO 0 VI7i`LJI=KI(Z nRCEMENTBACKER
12_ ELECTMC WATER HEATER DETML
20 ga. METAL FRAMING @ 16"
O.C. MAX. OR AMRSTRONG
DRYWALL GRID SYSTEM
(SUSPENDED FROM
STRUCTURE 4'OC MAX.)
r___�)
WITH SCREWED COUNTER- COLUMN OR PA�LTITION
SUNK ASS PLASTIC PLUG: AS SHOWN ON I OOR PLAN
TAPEREDiTHREAD WITH CLEANOUT FACE SHALL
TFE JOINT COMPOUND BE WITHIN 4" OF WALL
SURFACE. PROVIDE
WHERE CLEANOUT TEE PIPE EXTENSION IF REQUIRED,
IS CONCEALED IN A
CHASE OR PARTITION,
N
PROVIDE A ROUND 18
GAUGE STAINLESS STEEL
_E D
COVER WITH BEVELED
EDGES AND FLATHEAD
MACHINE SCREW,
CONCR!ET:E��
FLOOR
SLAB
NOTE:
PROVIDEWCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED
WITH A FLOOR OLEANOUT� LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4'OF FLOOR.
CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS
1 1/2"=l '-0" H
14 1 WALL CLEA N OUT DE-ML
CD
NOT TO SCALE
CF�L�X(a ZE74�L
4 4 CMU OR CAST IN
Fw 4 1 , 1 4 PLACE WALL
4 4 4
4' 4 4 4
T_
P.T. 2x4 x 8" LONG w/ CONCRETE <
(2) %4" x 3" TAPCONS FASTENERES AS
TO CONCRETE REQUIRED
P,T. 2x4 STRONG BACK BRACE @ 48" O/C MAX
48" max P.T. 2X4 STRONGBACK P.T. 2x4 @PERIM wit
@ 16" OIC
@ 48" O/C MAX Y4" x 1 Y4" EMBED TAPCONS
0 0
CLIP ANGLE, NO LESS THAN METAL
JOIST DEPTH MINUS 1/2" (ATTACH CLIP
P.T. 2x4'S @ 24" /C Ix T&G CLG NAILED TO 2x4S & TRACK TO CONCRETE wit EXP. ,
1 ANCHOR BOLTS, OR TAPCONS)
Fk�TERgcn DROPPED CFEUNQ DIETML
NOTE:
PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED
C[E�LW(3 jawr 177ACHEMEN'T DlMrUL
DIRECT CON IAGI Wi vvmltK U MI � I
BID. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT wit WATER, SUCH AS
SHOWERS & TUB SURROUNDS"
NOT TO SCALE 1 1/2"=1'_0"
T T TYMCAL W7EMOR FARTJTJOK WALL (NON-SEAMMM
5/8" STUCCO FINISH
(VERIFY FINISH & COLOR) 7 _tw�d
CD
0
U-1
F_
Q Z
LU <
LU
cj� CD
0 z
F- =�
UJ
5/8" GYP. BID. FASTENED 6"
D.C.@ PERIMETER & 8" O.C.
BA NCE
NOIE:
**USE WATER RESISTENT GREEN ED. FOR ALL PAINTED, NON-TiLED WALLS NOT IN
DIRECT CONTACT wit WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT
BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH
1 1/2"=l'-0" AS SHOWERS & TUB SURROUNDS" 1 1/2—l'-0-
7 TV MCAL EKTEMOR CHU WALL 3
4
INTERIOR
4 SIDE
518" DRYWALL (USE MOLD RESISTANT
DRYWALL ON ALL EXTERIOR PERIMETER
EXTERIOR
WALLS), FURRING & INSULATION PER
SIDE TYPICAL WALL SECTIONS
CMU WALL OR CAST IN
PLACE CONCRETE
(SEE STRUCTURAL DWG's)
METAL JOIST TRACK
INTERIOR
SPACE
(UNFINISHED)
METAL JOIST
CMU WALL OR CAST IN
PLACE CONCRETE INTERIOR
(SEE STRUCTURAL SPACE
DWG's) (FINISHED)
5/8" DRYWALL ON MIN. 7/8" FURRING
CHANNELS @ 16" D.C. MAX
NOTE:
**USE WATER RESISTENT GREEN BD, FOR ALL PAINTED, NON -TILED WALLS NOT IN
DIRECT CONTACT wit WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER
ED. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT wl WATER, SUCH AS
1 1/2"=l'-O" SHOWERS & TUB SURROUNDS" 1 1/2"= 1 1-01,
1 6 TV MCAL WTEMOIR CHU WALL 12
J
VENT W/
----,—ROOF TRUSSES @ 24" O/C
PERFORATED CAP
0 z
C.0 PLUG
3" ABOVE TOP
OF PRIMARY
0 W
w Q.
(SCREWED)
DRAIN PAN AHU
a 0
IN
W LU
PREFAB ATTIC ACCESS >
TI ;E
SCUTTLE FRAME ATTACH
UNION
PER MANUF SPECS z
O_
CONNECTIO
TSP -1
b LLI
ELBOW
n
z
TSP +1"
.... ..
IT' MIN
��177OF
A. SLOPE DRAIN LINE TO CONDENSATE
RECEPTOR (MIN. 1/8" PER FOOT)
LPRE-MANUF
SCUTTLE DOOR OR
B DRAIN LINE SHALL BE COPPER
TYPE"VANDINSULATED
518" GYP BOARD SCREWED TO
G TSP = FAN TOTAL STATIC PRESSURE.
MIN 1/2" CDX PLYWOOD PANEL
—DECORATIVE TRIM IS PART
SCUTTLE FRAME
EXTERIOR FINISH
(SEE ELEVATIONS)
I
GYP. ED. FINISH
(SEE WALL TYPE 8
FLOOR PLANS)
IU WALL OR CAST IN PLACE
NCRETE
:E STRUCTURAL DWG'S)
kLL INSULATION
:E TYPICAL WALL SECTIONS)
IRRING & GYPSUM BOARD
:R TYPICAL WALL SECTIONS
3" GYP. BID. FINISH
EE WALL TYPE & FLOOR PLANS)
ETAL STUD FRAMING
EE WALL TYPE & FLOOR PLANS)
)UND INSULATION
kz:,EE WALL TYPE 8, FLUVM 1-1-MI10)
Cl <�
1002
4->
0
�Z4
L
:>
Oil
r j
U s
r
9
'MOM
Job No. 1802011
TYPICAL
DETAILS
A902
CEILING
NOT TO SCALE NOT TO SCALE 1 1/2"=V-0"
CONDENSATE P=TRAP DIETA�L 9 TfmALA'rncA0CE8SCEML L5 awo WALL TO CONCRETE WALL DEMML
ELECTRI�AL RISER DIAGRAM
ELECTRICAL I
METER & MAIN
DISCONNECT
0.1�
150AMP
B =
METER 150AMP
A.I.C. A.I.C.
10,000 10,000
UNDERGROUND
TO FP&L TIE-IN
LOCATION
(1) #2 CU TO 518" GROUNDING ROD
& TO FOOTER STEAL
(1) #2 CU. GND. WIRE TO H20
150A
150A
PANEL
PANEL
B
A
10 CKTS
40 CKTS
M.L.O.
M.L.O.
(3) #2/0 CU
& (1) #6
IN 2" C.
ELECTRICAL LEGEND
PHONEJACK
ELECTRIC METER
WALL MOUNTED FIXTURE
DOUBLE CAT 5, CABLE
ELECTRIC PANEL
liv]
VIDEO OUTLET
CEILING MOUNTED FIXTURE
DISCONNECT
&
CENTRAL VAC. HOSE OUTLET
220 VOLT RECEPTACLE
WALL MOUNTED J-BOX
4)
EXHAUSTFAN
SINGLE OUTLET
0
SMOKE DETECTOR
4)c
DUPLEX OUTLET
CEILING MOUNTED J-BOX
THERMOSTAT
DUPLEX OUTLET - HALF SWITCHED
L
SPRINKLERTIMER
GF
G.F.C.I. PROTECTED OUTLET
-4PC"-
PULL CORD FIXTURE
0
INTERCOM
VIPGF
WEATHER PROOF GFCI OUTLET
Fk-pl
KEYPAD
DUPLEX FLOOR OUTLET
RECESSED ADJUSTABLE FIXTURE
WALL SWITCH
13
RECESSED LIGHT FIXTURE
MOTION DETECTOR
-b-�-3
3-WAY WALL SWITCH
VP [3
VAPOR PROOF RECESSED FIXTURE
-69-4
4-WAY WALL SWITCH
U71
FLOURESCENT LIGHT FIXTURE
+�)-D
DIMMER WALL SWITCH
CEILING FAN
-bg-PB
PUSH BUTTON SWITCH
A N
FLOOOISECURITY LIGHTS
UNDER CABINET FIXTURE
2) #6, 1 #6 NEUTRAL,
1) #10 GND IN 1" C.
60AMP
M.L.O.
PNL
AMPS1
VOLTAGE
:CKTS�SE
A
150
120/240
42
1 3
1
1
CIR#
WIRE
POLEJAMPS
SERVING
WIN I
CIR#IWIRE
LE
POLEJAMPS1
SERVING
WIN
1
6
2
1
50
AHLI #1
5.0
2
6
2
50
ACCU #1
3
4
5
10
2
30
1
WATER HEATER
4.5
6
6
-
2
2
F2
50
OVENS
5.4
1
7
a
9
6
2
50
ACCU#3
-
10
1 0
6
2
2
60
1
AHU #3
10.0
0 0
11
12
1 2
13
12
1 1
20
COOKTOP HOOO
1.5
14
14
12
1
20
GARAGE DR OPENER
5
1.5
is
1 1
20
SMAL APPLIANfE
#1
1.5
16
16
12
1
1
20
ATH GFI'S #1
1.5
- 5
17
SPACE
-
18
18
___7
12
1
1
io
CEN VAC
1.2
12
19
14
1
1 15
GEN'L LIGHTING
20
14
1
1
21
14
1
15
GEN'L LIGHTING
22
1 1-4
1
15
GEN'L LIGHTING
23
14
1
15
GEN'L LIGHTING
24
14
1
5
GEN'L LIGHTING
25
14
1
15
GEN'LLIGHTING
26
1 14
1 1
15
GEN'L LIGHTING
27
14
1
15
-'&ENL LIGHTING
28
1 14
1 1
15
GEN'L LIGHTING
29
14
1 1
15
WL LIGHTING
&E-
30
14
1
15
GEN'L LIGHTING
31
14
1
15
GEN'L LIGHTING
32
14
1
15
GEN'L LIGHTING
33
SPACE
34
SPACE
35
36
37
38
39
40
41
42
42
'A' LOAD
@ 65%
@ 100%
0
GEN. L-rING (2,509 SF @ 3W/SF) 7.5
PANEL A TOTAL KIN = 3a6
9.8 25,700 W. = 107.1 Amps
240 V.
PNL
AMPS1
VOLTAGE
cKrs
_F_P__s
Fw-i-RE
HA ET
...
B
150
120/240
CIR#
R
Wl�E
POLEJAMPS
SERVING
KW
CIR#
WIRE
POLE
AMPSFSERVING
KIN
1
6
2
60
AHU#2
10.0
2
10
2
30
ELEVATOR
3.0
3
4
5
6
2
60
ACCU #2
.
-
6
12
2
20
DIN & DISP #1
2.2
7
7
8
9
9
6
2
50
__
COOKTOP
5.0
10
-
10
2
30
DRYER
4.5
11
12
13
12
1
20
WASHER
1.2
14
12
1
20
BATH GFI'S #2
1.5
15
12
1
20
RECIRCULATING PUMP
1.2
16
12
1
20
SMALL APPLIANCE #2
1.5
17
12
1
20
KIT REF
1.6
18
-SPACE
-
19
14
1
15
GEN'L LIGHTING
20
14
1
15
GEN'L LIGHTING
21
14
____T_
1
15
'L LIGHTING
GEN-
22
14
1
-
15
GEN'L LIGHTING
23
14
1
1 15
GEN'L LIGHTING
-
24
-
14
1
15
1 GEN'L LIGHTING
2 5
S
14
1
1 15
GEN-L LIGHTING
26
14
1
15
GEN'L LIGHTING
27
14
1
1 15
GEN-L LIGHTING
28
14
1
15
GEN'L LIGHTING
29
14
1
1 15
GEN'L LIGHTING
30
14
1
15
GEN'L LIGHTING
31
1
14
1
1 15
GEN'L LIGHTING
32
14
1
15
GEN'L LIGHTING
33
SPACE
34
SPACE
35
36
3 37
38
9
39
40
41
42
PANEL'B'LOAD CALCULATIONS
lst 10.0 KW @ 100%
10.0
LARGEST OF:
HEATING @ 65%
6.5
COOLING @ 100%
REMAININGKWQ40%
T7
TOTAL KIN
24.2
GEN. UTING (2,509 SF @ 3WISF) 7.5
PANEL B TOTAL KIN = 39.1
24,200 W. 100.8 Amps
240 V.
ELECTRICAL NOTES
GENERAL:
1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND $HAILL
FKUR -
1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J'
LOCATE THE METER & PANELS AS REQUIRED.
BOXES.
2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE.
2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED
3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER
AND AS SELECTED BY OWNER.
CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY.
3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY
4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
OWNERIARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED.
5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
4) ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE
CONSTRUCTION.
APPLICABLE, UNLESS OTHERWISE NOTED,
6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED.
5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM
7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT.
CLEARANCE OF 6" AWAY FROM CLOTHING.
8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT
6) PREWIRE FOR GARAGE DOOR OPENER SENSOR.
MANUFACTURER SPECIFICATIONS.
7) HIHATS TO BE 4' ROUND
9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS.
OUTLETS:
10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES ATAIC EQUIP.
1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCl OUTLETS.
AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER
2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR
MANUFACTURER RECOMMENDATIONS.
OUTLETS AS SHOWN ON PLANS.
11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL
3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT
CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS
PER FBCR E3902.12.
PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL
4) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON
CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL
PLAN. PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOW
POOUSPAEQIUPMENT.
12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS,
ON PLANS, (IF APPLICABLE)
5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE AND FLUSH WITH
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,
FLOOR. VERIFY EXACT LOCATION WITH GCIOWNER. PROVIDE 112"CONDUIT
SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS TO BE
UNDER SLAB FROM WALL.
ARC FAULT CIRCUIT PROTECTED PER FBCR E3902.12.
SMOKE DETECTORS:
13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER
1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL
SHALL HAVE THWN INSULATION.
SIMULTANEOUSLY W/ TEMPORAL SOUND.
2) SMOKE DETECTORS TO BE LOCATED MIN 3�0" FROM: RIA & SUPPLY GRILLS,
KITCHENS, BATH ROOMS.
3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM
& SMOKE DETECTOR.
ELEVATOR NOTES:
1. ELEVATOR SHALL MEET NEC 620 22-23; VERIFY LOCATION AND
ELECTRICAL REQUIREMENTS OF ELEVATOR EQUIPMENT WITH MFG SPECS
PRIOR TO CONSTRUCTION.
2. IF THERE IS AN ELEVATOR PIT LOCATED BELOW, PROVIDE WITH FLOAT
SWITCH SENSOR; LIGHT FIXTURE SHALL NOT BE INSTALLED IN ELEVATOR PIT.
3. PROVIDE A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED
BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING PER FMC 306.31.
PNL JAMPS1
VOLTAGE
ICKTSIWIRE1
PHASE
I
P (POOL)
60
120/240
12
1 3
1 1
1
CIR #
WIRE
I POLE
JAMPS
SERVING
KW
CIR#
WIRE
POLEJAMPS1
SERVING
KW
1
8
2
40
POOLPUMP
1.5
2
1
20
1 POOL LIGHTS
0.8
3
4
12
1
20
POOL HEATER IGNITER
0.5
5
SPACE
f2l
6
12
1
20
POOL CONTROLLER
0.5
7
8
SPACE
9
10
I 1
12
PANEL'P'LOAD CALCULATIONS
Ist 10.0 KW @ 100% 3.3
LARGEST OF: 0.0
HEATING @ 65% (6.5 KIN)
COOLING @ 100% (KW)
REMAINING KIN (M, 40%
TOTAL KW U.�s
r`�C]Lr IV I ALINVV� o..
3,300 W. = 13.8 Amps
240 V.
co REMIONS BY DATE
T� permit sets GS 103.2018
N
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Ajift
9 802011
AAN 2 �_ 20% �. .
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(VERIFY HT.)
0+60.
W/BACKING
FOR TV MOU
L
TOLOWER VERIFV�--j
FLOOR4- LOCATIONJ
SWITCH
GRI:�'A:'r ftoo'm
C�,, I ��P 1' 4"
ON
TO UPPER
FL20R SWITCH
@ +60' (VERIFY HT
v
CKING
w 2
FO'EV MOUNT
ELE
VATOR
TO POOL
%IGHTS
I EXTERIOR LIGHTING FIXTURE SCHEDULE I
SYMBOL
I FIXTURE NAME
QUANT
BULB WATT & TYPE
MOUNTING
MOUNTING
HEIGHT
0 FLIR
1 FLR
12 FLR
I TOTAL
Ll
H36LVTAT-3011.TBZBB (BRONZE)
H36LVTAT-301 1-SNBB (NICKEL)
11
11
5W AMBER LED MR16
CEILING
IN CEILING
L2
SeaGull 8313901 EN-1 0 WALL SCONCE
3
4
7
9w AMBER LED A19
WALL
6'-W
L3
SAGA STEP LIGHT (HORIZ LOUVER)
SG-R-1LED-HDL-AML
3
3
(4) 1w AMBER LED PER FIXTURE
WALL
ABV STEPS
(SEE ELEVS)
1_4
1.5
TEKA 20" ARCADE HALF SHIELD
(14" @ GARAGE DOOR)
4
2
6
(1) 10W LED
WALL
8%6"
LB
PENTAIR INTELLIBRITE 5G
3
3
INTELLIBRITE LED 26W -TURTLE
EDITION
CEILING
BELOW WATER
LINE
'I � f"F v A i
1ST FLOOR ELEC RIC PLAN
S ALE: 3/16" = V-011
L8
m
L8
NOTE:
PER 62B-33.0155(l)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM
ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE
(LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH
THE USE OF TINTED GLASS OR WINDOW FILM
VERIFY FIXTURE FINISHES WITH OWNERIINTERIOR DESIGNER
VERIFY FIXTURES WITH DEP SUBMITTAL
NON -BREAKAWAY A
STRUCTURAL CONCRETE Zj�
COLUMN TYP.
ELECTRICAL LEGEND
ELECTRIC METER
WALL MOUNTED FIXTURE
PHONEJACK
DOUBLE CAT 5e CABLE
ELECTRIC PANEL
FRI
DISCONNECT
-0-
CEILING MOUNTED FIXTURE
VIDEOOUTLET
S
CENTRAL VAC. HOSE OUTLET
4@1
220 VOLT RECEPTACLE
-0-
WALL MOUNTED J-BOX
6)
EXHAUST FAN
SINGLE OUTLET
DUPLEX OUTLET
0
SMOKE DETECTOR
CEILING MOUNTED J-BOX
THERMOSTAT
4a.
DUPLEX OUTLET - HALF SWITCHED
GF
G.F.C.I. PROTECTED OUTLET
L
4PC'I-
PULL CORD FIXTURE
SPRINKLERTIMER
INTERCOM
WPGF
WEATHER PROOF GFCI OUTLET
191
DUPLEX FLOOR OUTLET
RECESSED ADJUSTABLE FIXTURE
KEYPAD
_61�_
WALL SWITCH
RECESSED LIGHT FIXTURE
MOTION DETECTOR
-&)-3
3-WAY WALL SWITCH
VP[3
VAPOR PROOF RECESSED FIXTURE
-u�-4
4-WAY WALL SWITCH
I
FLOURESCENT LIGHT FIXTURE
-6q-D
DIMMER WALL SWITCH
CEILING FAN
-69-PB
PUSH BUTTON SWITCH
FLOOD/SECURITY LIGHTS
UNDER CABINET FIXTURE
2
MMAMMININ 9MMMEMMERHEMMEMEMEJ
qp qp
BONLTS S'T.'ORAGEII ROOM
NOTE:
ELECTRIC, MECHANICAL, & PLUMBING SYSTEM COMPONENTS
AT THIS LEVEL ARE NOT TO BE MOUNTED ON OR PENETRATE
THROUGH WALLS THAT ARE DESIGNED TO BREAK AWAY UNDER
AHU 1
WALLLOUVER
1-- BX6
�400 CFM FAN
CONTROILED
BY GARAGE
CO SENSOR
MOUNT FIXTURES
TO COLUMNS
-MOUNT VAC &
RECEPTACLE
TO COLUMN
HARDWIRE
W/ SWITCH
POO EQUIP
MOUNT FIXTURE
TO C MN
0 LU
GARAGE LEVEL ELECTRIC PLAN
SCALE: 3/16" = V-0"
MOUNT FIXTURE
TO BEAMISLAB ABV
NOT BREAKAWAY WALL
m REMSIONS BY DATE
'Irm ;.�.
Apemit sets GS 10.5.2018
& 1 st Bldg ColleltS GS 3.12.2019
2
pu
f
0
4
u
r
.4-3,
u
'.t4
�ob No 180M! 1
FL-0011105 FIRM-AM0379
E201
I � EXTERIOR LIGHTING FIXTURE SCHEDULE I
S
�MBOL
FIXTURE NAME
QUANTITY
BULBWATT&TYPE
MOUNTING
MOUNTING
HEIGHT
FLR
11 FLR
2 FLR
TOTAL
Ll
H36LV-FAT-301 1 -TBZBB (BRONZE)
H36LVTAT-3011-SNBB (NICKEL)
11
11
5w AMBER LED MR1 6
CEILING
IN CEILING
u
SeaGull 8313901EN-10 WALL SCONCE
3
4
7
9w AMBER LED A19
WALL
V-6-
LZ
SAGA STEP LIGHT (HORIZ LOUVER)
SG-R-lLED-HOL-AML
3
3
I
(4) 1w AMBER LED PER FIXTURE
I
WALL
ABV STEPS
(SEE ELEVS)
L4
I
LEE
TEKA 20"ARCADE HALF SHIELD
(14" @ GARAGE DOOR)
4
2
6
(1) 10w LED
WALL
8'.6"
LE
PENTAIR INTELLIBRITE 5G
3
3
INTELLIBRITE LED 26W -TURTLE
EDITION
CEILING
BELOW WATER
LINE
NOTE:
PER 62B-33.0165(l)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM
ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE
(LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH
THE USE OF TINTED GLASS OR WINDOW FILM
VERIFY FIXTURE FINISHES WITH OWNER/INTERIOR DESIGNER
VERIFY FIXTURES WITH DEP SUBMITTAL
F-�::
F
ELECTRICAL LEGEND
PHONEJACK
ELECTRIC METER
WALL MOUNTED FIXTURE
DOUBLE CAT 5e CABLE
ELECTRIC PANEL
DISCONNECT
CEILING MOUNTED FIXTURE
VIDEO OUTLET
S
CENTRAL VAC. HOSE OUTLET
220 VOLT RECEPTACLE
—0—
WALL MOUNTED J-BOX
6)
EXHAUSTFAN
SINGLE OUTLET
0
SMOKE DETECTOR
3@r
DUPLEX OUTLET
—0—
CEILING MOUNTED J-BOX
THERMOSTAT
DUPLEX OUTLET - HALF SWITCHED
-L
SPRINKLERTIMER
GIF
G.F.C.I. PROTECTED OUTLET
-4PC)--
PULL CORD FIXTURE
(D
INTERCOM
WPGF 4@1C
WEATHER PROOF GFCI OUTLET
=1
PEN
DUPLEX FLOOR OUTLET
RECESSED ADJUSTABLE FIXTURE
R
KEYPAD
-bl�-
WALL SWITCH
RECESSED LIGHT FIXTURE
MOTION DETECTOR
-61�-3
3-WAY WALL SWITCH
VP
VAPOR PROOF RECESSED FIXTURE
-E,9-4
4-WAY WALL SWITCH
FLOURESCENT LIGHT FIXTURE
-69- D
DIMMER WALL SWITCH
CEILING FAN
-6+PB
PUSH BUTTON SWITCH
FLOOD/SECURITY LIGHTS
UNDER CABINET FIXTURE
@ +601' W/
BACKING
......... M
"M,m
IMIM
C41
vp,
�@+60"w/
BACKING
FOR TV MOUNT
K"DR( )0M
0
Ell
@ +60' W/
BACKING
FORTVMOUNT7
2ND FLOOR ELECTRIC PLAN
SCALE: 3/16" = V-0"
cNi
T�
vi
i
REVISI ONS BY DATE
permit sets GS 10.5.2018
1st Bldg Comments GS 3.12.2019
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2M=
I Job No, 1802011 1
N MAR 13 2019
FL-0011105 FIRM - 1"00.3379
E202
GAS )!"�GE LEVEL Dt 03 R
SCHEDULE
MARK
SIZE
TYPE
NOTES
WD,
HGT
1
3'-0"
8'-0'
FRENCH
2
16'-0"
8'-Oo
OVERHEAD-GWGE DRi
3
2'-6"
81-0-
FRENCH
4
3'-0'
7'-0'
EXT SWING
PVC JAMB
5
3'-0"
7'-0'
E)Cr SWING
Pvc, AB
6
2'-6"
8'-0*
FRENCH
7
2'-8"
8'-0'
INT SWING (SC) I MIN
1 3/f.-I" 14, SELF
CU)SER
8
2'-B'
8'-0'
INT SWING (SC)
9
5'-0"
8'-0"
INT SWING DBL (SC)
10
2'-8'
8'-0'
INT SWING
11
2'-8"
8'-0"
G �SC
INT SWIN SC�
12
2'-8-
8'-0'
MIN
INT SWING (SC)
. I" THIK, SELF
1 3/��
CLOSER
13
2'-B"
8'-Om
INT SWING (SC) MIN
1 3/8" THK, SELF-
00SE.R
14
2'-8"
8'-0'
INT
15
2' -8"
8'-0"
SWING
INT SW " 2
N
GARAGE::., LEVEL WINDCON
*1,5�1111,'OHEDULE
SIZE
HEAD HT
MARK
TYPE
NOTES
WD
HGT
ELEV
1
2'-9"
8'-0"
511: EUGHT
i
9 _O�
2
2:-9"
8'-0*
SILEUGHT
gi-om
3
2 -8
5'-6
CS914T
W-00
4
2'-8*
5'-6*
CSYNT
I b
8-0
5
2-8"
5'-6"
C`�;VNT
81-0*
6
6'-0*
5'-6"
CSMN1' DOUBLE:
8i-of.
7
4'-Oo
4'-C
FIXEC, DOUBLE
1
a-04
00
C-4
W5
_(003
UP I 19RISE:RS@6.96"
EACH
11m TREADS w/ 1"
LB. 4'-0" 8'-4"
BULLNOSE
L0BBY
ool 4" 0
201-10" x 151
2
FA
GARAGE
12'-10" C1g
49'-4" x 38'-10"
4'-4"
Z07)
STORAGE ROOM
91 CL,
lot
90
KIM
14'-6m
EQUIP. TO BE ELEVATED ON
PECIESTALS/STANDS ABOV E
DIFE (DESIGN FLOOD
ELEVATION) OF NAVD 16.4
S-fl PF OC131
M7
T-110"
-.,,;�.,'TORAGE
7'C'g
1? �8�"x �'r
FoRu
:114)
120 06' 4"� .7f',,r4
23'-9"
67'-4"
14'-6"
)RAGE
9f cig
14ve�
9 Ck
1110001-01111
2'-0"
op
4--W
04
04
1:3
1 21
Li 1 110
POOL
ABOVE
IF
NON -HABITABLE
AREA BELOW
ELEVATED
DECK
c) NOTE:
E )UIP. TO BE ELEVATED ON
1 EDIESTALS/STANDS ABOVE
DIFE (DESIGN FLOOD
ELEVATION) OF NAVD 16.4
005
X-8-
raAAKI
L L el I WT1111111 W WAAMI kq
LIVING AREA CALCULA"TtiON
1) 1`3T FLOOR LIVING 1 SF
2) 2ND FLOOR LIVING 12?63 SF
3) L()BBY 335 SF
ej-i 9 SF
D11::_:'rAIL AREA CALCULATION
1) '1 ST FLOOR LIVING
2.611 SF
2)21 'qD FLOOR LIVING
1263 SF
3) LOBBY
2,35 SF
BALCONY 1
55 SF
BALCONY 2
61 SF
BALCONY 3
200 SF
BON US STORAGE
809 SF
CON(ERED ENTRY
48 SF
GASAGE
1877 SF
OUTDOOR LIVING
356 SF
7 615 SIF
200 SERIES KEYNO"FES
200 - MIRROR
201 - BUILT-IN CABINETRY
202 - OPEN SHELVES
203 - CUSTOM CLOSET INTERIOR
2D4 - TEMPERED GLASS SHOWER ENCLC S URE
206 - CURB FOR SHOWER
M - TROUGH FOR POOL INFINITY EDGE
207 - DRAPERY POCKET
208-..
209 - ADJACENT WALLS TO HAVE MIN R-1 I I NSUL
& MIN 1/2"GYP SO ON GARAGE SIDE
FOR GARAGE SEPARATION
210 - MIN 5/8"TYPEW GYP BD FOR GAFU�GE
CLG BELOW HABITABLE ROOMS
211 - T.S. COLUMN IN WALL
212 - T.S. COLUMN IN DECORATIVE COUPOST
213 - 42" HIGH CMU WALL
214 - 8"x16" ENGINEERED SMART FLOOD VENT
PROVIDING 200 SF OF FLOOD COVERAGE
215-..
216-
217-
218-
219-
220-
pemi sem 0� iu.0�10
CN
LO
7
ee-41
I
NOTE:
DESIGN FLOOD ELEVATION IS AT 16.4 NAVD.
PER FSC R322.1.8 BUILDING MATERIALS AND INSI ALLILATION
METHODS USED FOR FLOORING & INTERIOR AND EXTERIOR
WALLS AND WALL COVERINGS BELOW THE DESIGN FLOOD
ELEVATION (DFE) SHALL BE FLOOD DAMAGE RES STANT
MATF: R ALS THAT CONFORM TO THE PROVISIONS OF FEMA TB-2.
MECHANICAL, ELECTRICAL, & PLUMBING SYSTEMS BELOW DFE
ARETC) BE DESIGNED & INSTALLED TO PREVENT YVATER FROM
ENTERING ORACCUMULATING WITHIN THE COMPONENTS
4-J
ANDTO RESIST HYDROSTATIC AND HYDRODYNAMIC LOADS
u
AND STRESSES PER FBC R322.1.6
Em�
w
4-3
FLOC D VENT CALCULATION
8"xl 6' ENGINEERED FLOOD VENTS THAT
CA
PROVIDE 200 SF OF FLOOD COVERAGE
u
GARAGE 1877 SF1200 = 9.3 = 10 VENTS
LOBBY &STORAGE AREAS 1144SF/200=5.7=6V: NTS
BELOW POOL DECK AREA 1074 SF1200 = 5.4 = 6 VENTS
�4
THE DESIGN OF THE FLOOD VENT OPENINGS WILL
PROVIDE FOR EQUALIZATION OF HYDROSTATIC F LOOD
0
FORCE S ON EXTERIOR WALLS BY ALLOWING FOR I HE
AUTOMATIC ENTRY AND EXIT OF FLOODWATERSAS
4-J
cd
SPECIFIED IN SECTION 2.7.2.2 OF ASCE 24. PER F13C
;.A
R3221.2 FOOT NOTE 2.1
THE BOTTOM OF EACH OPENING SHALL BE NOT PIDRE
THAN 4� FOOT ABOVE THE HIGHER OF THE FINAL INTERIOR
FLOOR ANDTHE FINISHED EXTERIOR GRADE IMIVEDIATELY
BELCW THE OPENING
Q)
>
4-�
Job No. 12C.2011
-DUCI
A211�')c
BY DW
GS io.5.
OIST FLOOR DOOR
SCHEDULE
SIZE
MARK,
TYPE NOTES
WD
HGT 1
101
W-00
1 l'—O"
SLD GLASS OXX
102
9'-0-
9'-0"
SLD GLASS OXX
103
15-0"
W-00
SLD GLASS OXX POCKET SGO
104
6'-0"
10'-0"
SLD GLASS
105
20'-0"
10'-0"
SLD GLASS OXXO
106
12'-0o
10'-0*
SLD GLASS OXX
101
2'-6"
8'-0"
Pocket Door
108
2'-8"
8'-00
INT SWING (SC)
109
2'-6"
8'-0"
Pocket Door
110
2'-1"
8'-0*
SW G --
SCI
ill
2'-8-
8'-0-
INNT
T SW�N
NG SC —7
112
2'-8"
8'-0*
INT SWING SC --
ISC
113
2'-8"
8'-0"
INT SWING
114.
4'-0 j-
8'—Om
INT SWING DBL (SC)
115
2'-6
8'— 0.1
INT SW S
116
2'-6"
8'-0"
W�NG
INT S NG S
117
2'—Bw
8'-0"
1 ST1
FLOOR WIN D()W
SCHEDULE
SIZE
HEAD HT:
MARK
TYPE NOTES
WD HC;T
ELEV
101
4`-00 1'- 6'
FIXED 4'-6"
BETWEEN CAB'S, V-ER-IF-Y WT.
102
4'-0' l'-- 6
FIXED 4:-6"
BETWEEN C&S, VERIFY —HT.
2'-6" 5'- C
CSMNT 9,-0:
.103
104
2'-0" 5'- 0
CSMNT 9-0
105
2'-0": 5'- 0"
CSMNT 9:-00
106
2'-0" 5- C "
FIXED 9-0-
107
2'-0* 5'- 0 "
CSMNT 9:4111
108
2'-0" 5'- 0 "
CSMNT 9,-V
109
5'-4" 6'- 0"
CSMNT DBL 9-00
1
110
2'-8" 5'-()"
' CSMNT W-00 iiII/ FIXED -GLASS ABV
a
GUARD
SEAT
L
R 7R -:! 1 7
12'.2" ....
9; UTIL
zo�
10, C1
J zTfT
" L I p TR)
0
-x(on,
1032
LIBRARY
45; Qz 10`4711-
0.
0 1111 1112
100 2 101
0 C)
0
cac-
OQ
NTNS COOKTOP yd
21'l HOODAEV
r;;71 13taan
LO
;fir — —
iL —
T t',
LIPPER STAR DETAILS
13'l FLOOR TO FLOOR
-,.:2 RISERS @ 7,09" EACH �T4-
f Ill w/ 1" BULLNOSE
OPEN TO �78
BELOW
-�J.j UP i
. L 4--0- 8'-4"
Rim FROM
BALCO
GUAR-
11, Cig
21-1
112
C,
a
nos
IR91 I ta owl 0
11
DINING
ItIC-19
16-13" x 11'
16-1
F111111T11111111
15-10" x 23'
16111MRM
7w, I;4mj:1fx&i
18 RISERS @ +-7 1/4"
VERIFY HEIGHT OF GRAE
TO ELEVATED DECK FOR
RISER HEIGHT
12" TREADS W/ 1" BULLNC
0 Ill 112 113 114 115 116 117
104
SUN
24'-10" SHELF
8
)N
EDGE
oa
GPXAT ROOM
0PT1(-.).l
Coffer C1g ll'/11'-4"
25'x 23"l POOLl
20--6"
20'l 01 2'-C 21'-4' SPA
l� coj 17
14'-0" J'l 4'.8"
41 1 1 �1.
MASTER BEDROO-A
Coffer C
101-611/111
19,40, x I'l
14!-0"
�*IJN
v C �G
—LIVING AREA CALCULA-rION
1) 1 ST FLOOR LIVING 2611 SF
2)2ND FLOOR LIVING 1263 SF
3) LOBBY 335 SF
4� �09SF
DETAIL AREA CALCULATION
Tl
1) 1 ST FLOOR LIVING 2611 SF
2)2ND FLOOR LIVING 1263 SF
3) LOBBY 335 SF
BALCONY 1 55 SF
BA LCONY 2 61 SF
BALCONY 3 200 SF
BONUS STORAGE 809 SF
CCIVERED ENTRY 48 SF
GARAGE 1877 SF
OUTDOOR LIVING 356 SF
7615 SF
C9
200 SERIES KEYNO"rES
200 - MIRROR
201 - BUILT-IN CABINETRY
202 - OPEN SHELVES
203 - CUSTOM CLOSET INTERIOR
204 - TEMPERED GLASS SHOWER ENCLOSURE
205 - CURB FOR SHOWER
206 - TROUGH FOR POOL INFINITY EDGE
207 - DRAPERY POCKET
208-..
209 - ADJACENT WALLS TO HAVE MIN R 11 INSUL
& MIN 1/2'GYP BD ON GARAGE Sl
FOR GARAGE SEPARATION
210 - MIN 5/8" TYPEWGYP BD FOR GARAGE
CLG BELOW HABITABLE ROOMS
211 - T.S. COLUMN IN WALL
212 - T.S. COLUMN IN DECORATIVE COLIPOST
213 - 42"HIGH CMU WALL
214 - 8"l ENGINEERED SMART FLOOD ll.l
PROVIDING 200 SF OF FLOOD COVERAGE
215-..
216-
217-
218-
219-
220-
T
)L�ek &�;� b�.
06cr Calm -Frc.
Marl 1�r"Cllt)o
1ST FLOOR P!:-AN
SCALE: 1/l V-0" (2
00 KEVIS11
permit sets
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I L 0011106 I.-NIA-AAl
A2 11
2ND FLOC�1111`1 DOOR
SCHEU�',11ULE
SIZE
MARK
WD
HGT
TYF E,
NOTES
201
8'-0"
8'-0"
SLD G06S
202
8'-0"
4'On
SLD GLASS
203
2:— 6"
INT SWING 5C
204
2 —6"
V-0
SWING C
S
I SC
�
205
2'-8"
8—'-:0—'
S
INT SWING SC
206
2:-8"
8n�-�HNT
SWING S
S
207
2-8
8r Off _T_
I INT SWING S
208
2'-8"
t �—O
INT SWING :SC
209
2'-8"
8—�
S
INT SWING "K
C
210
2'-6"
8'—O�
INT SWING ISC
211
2'-6"
8'-0"
INT SWING isc
212
2'-8"
8'-0"
INT SWING I,SC
213
2'-6"
8'-0"
Pocket Dr Dr
214
2 6"
-0
INT SWING sc
FLOOR Will"111DOW
m
SCHEDULIE.'
SIZE
HEAD HT
MARK
TYPE : ---
NOTES
VVID
HIST
! ELE
201
5'4"
5'-0"
CWNT DEIIi 8,-0
EGRESS
202
J .0"
7'
8'-0"
FIXED U-40
203
3, -.1)"
8,-0"
FIXED
204
J:O"
8'-0"
FIXED
205
5'---0"
5'-0"
CSIVINT MI. li-:bw
EGRESS
206
21- -0"
5'-0"
MINT 8'-0
207
410"
T-O"
FIXED 6'-_
208
5'-Om
CSIANT 8 -0"
209
2 1)"
S-0�
FIXED 8 0
210
J 1)"
3'-0"
HOR Vb*
211
3'-0"
-SLIDE!
HOR S DIE: -bw
FF
I F
200 SERIES KEYN(,...:I'T'ES
200 - MIRROR
201 - BUILT-IN CABINETRY
202 - OPEN SHELVES
203 - CUSTOM CLOSET INTERIOR
204 - TEMPERED GLASS SHOWER ENC', LOSURE
205 - CURB FOR SHOWER
206 - TROUGH FOR POOL INFINITY EDGE
207 - DRAPERY POCKET
208-..
209 - ADJACENT WALLS TO HAVE MIN R 11 INSUL
& MIN 112"GYP SO ON GARAGE SIDE
FOR GARAGE SEPARATION
210 - MIN 5/8" TYPEWGYP BID FOR GARAGE
CLG BELOW HABITABLE ROOMS
211 - T.S. COLUMN IN WALL
212 - T.S. COLUMN IN DECORATIVE COL'POST
213 - 42" HIGH CMU WALL
214 - B"xl6" ENGINEERED SMART FLOOE: VENT
PROVIDING 200 SF OF FLOOD CCVERAGE
215,
216-
217-
218-
219-
220-
C�� (!:�"
cr 61((s J�-lc
r azu'ptl
,lyl(ml
00 REVISIOTS BY DATE -
Tm Apermit sets GS 10.6,2018
L6
6
Cov
�—a
C1110
U
V-14 I
q
4-3
#1
lull
MIN
! MIN
qwn m nnD Di &Ki
1/-* - I -V
-LIFE SAFETY WAFNING
This symbol identi Pes Life Safety Warnins that
0 should be read and given special attentic to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FAS--=NED
TOGETHER PER ENGINEERING BEF(2E
SETTING. REFER TO ENGINEERING DRPVING
A TO DETERMINE IF MULTIPLE PLY. .
WITH SPANS LONGER THAN
30'BY THE PEAK
CONSULT BCS]
W SDArt or less
60 degrees
or less
Tag line -Eif 1/2 alien
approx.
REFER TO BCSI
Truss must be set this way if crane is used.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way,
Tag I line <---Appm 213
I& Of Spin,
REFER TO BGI
Truss must be set this way icrane is used.
Truss is an example, your trus may not match.
Insist crane operator sets tin this way.
All load beading walls, headers,
I
beams, & lintels must be in Oace
I
at indicated height before trusses
i
A arel installed. A,
14
0
AIR HANDLER NOTE
Unless noted elsewhere on this layout, these trussEs are not
designed for air handle�s in the roof or for any other A/C
requirements. This may be in conflict with building code and A/C
Design requirements. Consult with Building Department and A/C
Contractor.
WARNING
The size of these trusses makes it necessary that they e set by a profeesional builder
familiar with and experienced in the problems and dangers of setting large span trusses.
The builder and erector should consult with an engineer licensed in Florida specializing
in wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
SEAT PLATES BY CHAMBERS TRUSS
to bottam card as l
Hatch Legend
i
BRG WALL �- 34'
1 GV
BRIG WALL @ 221- 411
10Z I I
I
J 16REPRESENTS A HANGER
I
HANGER SCHEDULE
USE HUS26 FOR 2X4, THD46 FOR 4X2 EXCEPT AS SHOWN
CARRIED
TRUSS
CARRYING
TRUSS
HANGERiD
FASTENER FOR
CARRIED TRUSS
FASTENER FOR
CARRYING TRUSS
*Please refer to Standard Engineerind package for general instuction on installing hangers
10d=0.148" x 3'. 16d=O. 162" x 3 1/2"
DCONNECTIONS DESIGNED
AND SUPPLIED BY OTHERS
ADo not stand on trusses until they are braced per BCSI & properly nailed to straps
METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN.
Do not set floor trusses upside down! Refer to engineering drawings.
and hangers .11.
55-04-00
48-00-00
7-04-00
Z
Z
Z
Z
Z
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r' r-
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r' rJ r
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4X2 FLOOR TRUSSES 24" DEEP 24'0 C. SPACING
16-07-13
J3
FILM
J�
4X2 FLOOR TRUSSEI 24" D z-EP 24'O.C.
SPACING.
�JCING
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FILL
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1-1 Ill IFJII Ill ril
Of
21-02-00
19-04-00
91-06-00
5-04-00
55-04-00
TOP
OF ALL
FLOOR
TRUSS LEDGERS 0) 23l
9" THIS
LEVEL.
BOTTOM OF ALL ROOF TRUSS LEDGERS @ 22l 4" THIS LEVEL.
HIP CARRIER LOCATED AS DIMENSIONED ON
CORNIDER JACKII
ARE NOT BEVELED.
SEE STANDARD
CORNER JACKS
ONLY - 2r
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY
M MA
(3 w
Z
0 Z
Nuo
SQUARE CUT END
4X2 TOP CHORD
LEDGER HEIGHT VARIES
END DETAIL: TYPICAL FLOOR
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
e undersigned acknowtedges and agrees:
1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for
termining successful fabrication at the trusses.
2. All dimensions in this layout have been verfed by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the
dersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss
all have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
ter 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of 'BCSl' summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyers responsibilfty to make the job site suitable for delivery. Chambers Truss has
sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss vvill
responsible for dump delivery only. The buyer is responsible for additional delivery expenses it Chambers Truss has
redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is
3ponsible to Chambers Truss for towing costs due to site oondifions.
6. Price as shown in paragraph 7 below is subject to change ff any changes are made in this layout. A $50 per hour
for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
ioil will be made on delivery and paid within tens of net on delivery. Invoice may be made at scheduled date of
livery 6 buyer Cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss
ded a sum not p ld in terms.
8. Silignature or initials anywhere on this sheet constitutes agreement to all term herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees
yment when due of any and ail indebtedness owed to Chambers Truss by any entity receiving material and the
dersigned agrees to pay such indebtedness including attorneys fees, 9 default in payment for material be made by the
10. In the event of any litigation concerning this agreement, the ittems furnished hereunderr or payments referred
ten, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11. Design responsibilities are per .... National Standard And Recommended Guidelines On RespDrisibilifies f
nstruction Using Metal Plate Connected Wood Trusses ANSIiTPI/WTCA 4 - 2002'"'
12. Warranty is per Chambers Truss Warranty attached.
A spreader bar may be required per "BCSI" to prevent injury & damage.
.d9al
Multiple ply trusses must be fastened together per engineering before they are
set, failure to do so can result in roof collapse.
.996h.
Temporary and permanent bracing are required and can save life and property
and is the responsibility of the truss erector.
Study the contents of the information packet included on delivery before
setting trusses.
.111191ill
Trusses must be set and braced per design to prevent injury & damage.
Trusses must be set plumb and square
-.1111111M.
Do not set bunks or stack of plywood, roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT JINSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
ILW
310* uleancler Avenue
Fort Pierce, Florida 34982-6423
800-551-5932
Fort Pierce 772-465-2012 Fax 772-465-8711
Vero Beach 772-569-2012 Stuart T72-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
LO&3INGADESIGN CRITER RE�CIBUE
PER CODE SUCH AS S8C IW4.6.1
DESIGN CRITERIA
County Saint Lucie County
Building Department Saint Lucie County
Wind Design Criteria ASCE 2010
Wind Design Method MWFRS(Directiorl hybrid Wind ASCE 7-10
Roofing Material Metal
Loading in PSF Roof R.C.L. Floor
Top Chord Live 20 40
Top Chord Dead 15 4.2 20
Bottom Chord Live *10-Non Concicurent 10
Bottom Chord Dead 10 3 5
Total Load 55 7.2 75
Duration Factor 1.25 1.00
WindSpeed 170mph
Top Chord C.B. Sheathing by builder
Bottom Chord C.B. Sheathing by builder
Highest Mean Height 37'
Building Type Enclosed
Building Category II: Non Restrictive
Exposure Category l Flat/ unobstructed/ exposed to wind over water...
Miles from Ocean 0
Conforms to Florida Building Code 2017
R.D.L.=Restraining Dead Load C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 75580
SCALE: 1/4" = V-011
291 total trusses, 65 unique designs
Designer: BLW Reviewed by:
Date: 11/13/18
FOR
Sion Homes
DESCRIPTION:
ACQUAVISTA LOT #3
Page 2 of 3 CUSTOMER INITIALS EACH PAGE
75580
a
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNIL,
A! =LIFE�SAFETY WARNING
IThis symbol identifies Life Safety Wa— - s tha,
should be read and given special atte--. 3 to all
persons installing trusses
SPACING NOTE
All trusses are to be set 2'-0" c-
center except as noted.
MULTIPLE PLY TRUSSES MUST BE 7- z-: ENED
TOGETHER PER ENGiNEERING 13=-=--�E
SETTING. REFER TO ENGINEERING WING
,1k TO DETERMINE IF MULTIPLE I'L
NTH SPANS LONGER THAN
31Y BY THE PEAK
CONSULT BCSI
=7
60 degmes
or less
Tagline IF2 spart
approx,
REFER TO IBCSI
Truss must be set this way if crane is used.
Truss is an example, your tnuss may not match.
Insist crane operator sets truss this way.
0
Spreacr
T�, line <--Ai W
112 of Spii
REFER TO is[
Tnjss must be set this war crane is used
Tmss is an example, your he may not match.
Insist chains operator setruss this way.
All load beading walls, heacars,
beams, & linte'lls must be in [lace
l
at indicated height before trLsses
are installed.
AIR HANDLER NOTE
Unless noted elsewhere on this layout, these trussis are not
designed for air handlers in the roof or for any oier A/C
requirements. This may be in conflict with building cde and A/C
Design requirements. Consult with Building Departmint and A/C
Contractor.
/1\ WARNING /I'\
/a% a *
The size of these trusses makes it necessary that they e set by a pr�eesional builder
familiar with and experienced in the problems and dangers of setting k7ge Span trusses
The builder and erector should consult with an engineer licensed in Flirida specializing
in wood roof trusses about the safe erection of these trusses. The engieer should be at
the job site when trusses are erected to provide supervision art advice.
I
Recommended STRONGBACK for Floor Trusses
Refer to information on truss engineering drawings.
l 1
(2) led nails @ top & bottom of 2x4 vertical blocki
2x6 (MIN) STRONGBACK restrained at each end.
are recommended to MINIMIZE
i,
nails @ each vertical. Locate STRONGBACK . as do to bottom cord as possible-
0
C
(3)
0
IL
SQUARE CUT END
4X2 TOP CHORD
LEDGER HEIGHT VARIES
END DETAIL: TYPICAL FLOOR
A Do not stand on
trusses until they are braced per
BCS1 & properly nailed
to straps and hangers HI
'METAL
ROOFS SHOW IMPERFECTIONS. SPECIAL
INSTALLATION CARE MUST BE
TAKEN.
I
Do not set floor trusses upside down! Refer to engineering drawings.
w undersigned acknowledges and agrees:
1. Trusses will be made in stict accordance with this truss placement diagram layout which t,
!termining successful fabrication of the trusses.
2. AJI dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days o.
dersigned agrees that no backcharges will be allowed. In the event such written notice is fumished Chan,
all have three (3) business days in which to begin repairs required, or to substitute other trusses, at Channi
ter 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA-
5. Delivery is to job she. It is the buyers responsibility to make the job site suitable for delivery. Chambers Trui
a sole authority to determine the suitability of the job site or a P01110n at the job she for delivery. Chambers Tru
responsible for dump delivery only. The buyer is responsible for additional delivery expenses 9 Chambers Trin
redefiver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. BL
5ponsible to Chambers Truss for towing costs due to site conditions.
6. Price as shown in paragraph 7 below is subject to change it any changes are made in this layout A $50 pE
for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable
ioice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled d
livery 9 buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers
asonable attorneys fee for collections in event of payment not fime� made. 1-1/2 % per month service charge
ded for all sums not paid within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned uncoluktionally guari
yment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material at
d . e . Signed agrees to pay such indebtedness including attorneys fees, if default in payment for material be made
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments refer
!rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11. Design responsibilities are per .... National Standard And Recommended Guidelines On Responsibilitie
:Instruction Using Metal Plate Connected Wood Trusses ANSIfTPI/WTCA 4 - 2002...
12. Warranty is per Chambers Truss Warranty attached.
A spreader bar may be required per "BCSI" to prevent injury & damage.
-010011il
Multiple ply trusses must be fastened together per engineering before they i
set, failure to do so can result in roof collapse.
.01911111lill
Temporary and permanent bracing are required and can save life and prope
and is the responsibility of the truss erector.
.01111111111h,
Study the contents of the information packet included on delivery before
setting trusses.
.411111111111h.
Trusses must be set and braced per design to prevent injury & damage.
.Adhill
Trusses must be set plumb and square
Do not set bunks or stack of pooOZd, roofing material or any other
concentrated loads on trusses, this can cause collapse.
aaa
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS IINC
Fort Pierce, Florida 34982-6423
800-551-5932
Fort Pierce 772-465-2012 Fax 772-465-8711
VeroBeach 772-569-2012 Stuart T72-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
00 Co
BOCC unty, Permitting
FILE COPY
LOADINGIDESIGN CRITERIA REDLICHIL
PER CODE SUCH AS SEIC 161
DESIGN CRITERIA
County Saint Lucie County
Building Department Saint Lucie County
Wind Design Criteria ASCE 2010
Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10
Roofing Material Metal
Loading in PSF Roof R.D.L. Floor
Top Chord Live 20 40
Top Chord Dead 15 4.2 20
Bottom Chord Live *10-Non Conccurend 10
Bottom Chord Dead 10 3 5
Total Load 55 7.2 75
Duration Factor 1.25 1.00
Wind Speed 170mph
Top Chord C.B- Sheathing by builder
Bottom Chord C.B. Sheathing by builder
Highest Mean Height 37'
Building Type Enclosed
Building Category If: Non Restrictive
Exposure Category D> FIaV unobstructed/ exposed to wind over water...
Miles from Ocean 0
Conforms to Florida Building Code 2017
R.D.L-=Restraining Dead Load C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 75580
SCALE: 1/4" = V-011
291 total trusses, 65 unique designs
Designer: BLW Reviewed by:
Date: 11/13/18
FOR
Sion Homes
DESCRIPTION:
ACQUAVISTA LOT #3
Page 1 of 3 CUSTOMER INITIALS EACH PAGE
75580
=LIFE SAFETY WARNIIG
This symbol identifies Life Safety Warnings tit
should be read and'given special attention toll
persons, installing trusses.
I
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTEND
TOGETHER PERIENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWIN
TO DETERMINE IF MULTIPLE PLY. A
WITH SPANS LONGER THAN
30'� BY THE PEAK
CONSULT BCS]
30' Sp4n or less
60 degrees
or less
-E�— 112 span )?
aplsox.
Ta�fir. <--Am= 2J3 6D
112 of spar.
REFER TO SCSI REFER TO BCSI
Truss must be set this way if crane Is w Truss must be set this way if cran% used.
Truss is an example, your truss may not =tch. Truss is an example, your truss mayrt match.
Insist crane operator sets truss this we Insist crew operator sets truss th way.
All load bearing walls, headen,
beams, & lintels must be in plwe
at indicated height before trussas
A are � installed. A
0
AIR f
L.Iriless noted elsewhere
designed for air handle
requirements. This may be
Design requirements. Com
0
LNDLER NOTE
I this layout, these trusses Core not
; in the roof or for any otherA/C
I conflict with building code and A/C
It with Building Department ind A/C
W I
ARNING
The size of these trusses makes it necessary that they a set by a profeesional builder
niliar with and experienced in the problems and dangers of setting large span trusses.
-le builder and erector should consult with an engineer licensed in Florid6 specializing
wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
I
SEAT PLATES BY CHAMBERS TRUSS
Hatch Legend
BRG WALL @ 34-
BRG WALL @ 221- 411
J qREPRESENTS A HANGER
HANGER SCHEDULE
I IRF HUS26 FOR 2X4. THD46 FOR 4X2 EXCEPT AS SHOWN
CARRIED
TRUSS
CARRYING
-�M
US
as
TRUSS
HAN' ER 10
i
FASTENER FOR
CARRIED TRUSS
FASTENER FOR
CARRYING TRUSS
*Please refer to Standard Engineering package for general instuction on installing hangers
1 Od=O. 148" x 3" � 16d=0.162" x 3 112"
ADo not stand on trusses untO they are braced per BCSI & properly nailed to straps and hangers 11
METAL ROOFS SHOV'V IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN.
HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT V A
FIN ER ACKS
CORNDER JAC
CO C J
_L
ARE NOT BEVE D.
LSED
SEE STANDAR D
W
I
ENGINEERING
Z
X
koz
00
24'O.C. THRU
CORNERJACKS
ONLY —
CORNER DETAIL
OVERHANGSNOT SHOWN FOR CLARITY
4.5r-
4 - 0 0
PLUMB CUT END
2X4 70P CHORD
WALL HEIGHT VARIES
END DETAIL: TYPICAL ROOF
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
he undersigned acknowledges and agrees:
1. Trusses will be made in sW accordance with this truss placement diagram layout which is the sole authority b
etermining successful fabricabon of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by caffified mail to Chambers Truss within ten (10) days of delivery the
ridersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss
hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
fter 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of 'BCSI* summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has
IS sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will
a responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has
) redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is
%ponsible to Chambers Truss for towing costs due to site conditions.
6. Price as shown in paragraph 7 below is subject to change If any changes are made in this layout A $50 per hour
.a for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
ivoioe will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
Blivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss
lasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be
Ided for all sums not paid within terms.
8. Signature or initiaL9 anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees
3yment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the
idersigned agrees to pay such indebtedness including attorneys fees, it default in payment for material be made by the
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to
,rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11. Design responsibilities are per .... National Standard And Recommended Guidelines On Responsibilities For
onstructon Using Metal Plate Connected Wood Trusses ANSIrrPYWTCA 4 - 2002'"'
12. Warranty is per Chambers Truss Warranty attached.
A spreader bar may be required per "BCSI" to prevent injury & damage.
Idialle,
Multiple ply trusses must be fastened together per engineering before they are
set, failure to do so can result in roof collapse.
-dillikils-
Temporary and permanent bracing are required and can save life and property
and is the responsibility of the truss erector.
Study the contents of the information packet included on delivery before
setting trusses.
Idgillihs.
Trusses must be set and braced per design to prevent injury & damage.
.ddhkl.
Trusses must be set plumb and square
.1966,
Do not set bunks or stack of plywood , roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Olean er venue k2h
Fort Pierce, Florida 34982-6423
800-551-5932
Fort Pierce 772-465-2012 Fax 772-465-8711
Vero Beach 772-569-2012 Stuart 772-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
DESIGN CRITERIA
LOADINGDESIGN CRITERIA REDUCIBLE
PER CODE SUCH AS SBC 1604.8.1
County
Saint Lucie County
Building Department
Saint Lucie County
Wind Design Criteria
ASCE 2010
Wind Design Method
MWFRS(Directional)/C-C hybrid Wind ASCE 7-10
Roofing Material
Metal
Loading in PSF
Roof R.D.L.
Floor
Top Chord Live
20
40
Top Chord Dead
15 4.2
20
Bottom Chord Live
*1 O-Non Conecurent
10
Bottom Chord Dead
10 3
5
L3
Total Load
55 7.2
75
Duration Factor
1.25
1.00
LU
FJ,
cm
Wind Speed
170mph
>
Top Chord C.B.
Sheathing by builder
dCq
4—
Bottom Chord C.B.
Sheathing by builder
Highest Mean Height
37'
Lu
CZ
Building Type
Enclosed
Building Category
II: Non Restrictive
Exposure Category
D> RaV unobstructed/ exposed to Wind over water..
Miles from Ocean
0
Conforms to Florida Building Code 2017
R.D.L.=Restraining Dead Load
C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 75580
SCALE: 1/4" = V-011
291 total trusses, 65 unique designs
Designer: BLW Reviewed by:
Date: 11/13/18
FOR
Sion Homes
DESCRIPTION:
ACQUAVISTA LOT #3
Page 3 of 3 CUSTOMER INITIALS EACH PAGE
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