HomeMy WebLinkAboutRevised Approved PlansIF THERE ARE NO MARKUPS ON LAYOUT, THEN TRUSSES WILL BE BUILT AS DESIGNED
AND CT WILL NOT BE BACK —CHARGED FOR ANY ITEMS FOUND AFTER THE FACT
OF THE RETURNED LAYOUT
ALL DIMENSIONS AND CONDITIONS THAT EFFECT WD. TRUSSES
MUST BE VERIFIED BY BUILDER AND/OR ARCHITECT BEFORE
ANY PRODUCTION OF WD. TRUSSES
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VERIFY ALL DIMENSIONS, WALL HGT.s, COL. HGT.s & LOCATION
GIRDER LOCATIONS, CLG HGT.s, COFFER CLG. LOCATIONS
END DETAILS, PITCH, FASCIA, O.H. & CANT
SOME DOWN FRAMING REQ. BY BLDR.
DROP CLG., CEILING CHANGE & COFFER CLG. AREAS
21 011
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
HEEL HEIGHT = 6 3/6"
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
12
5F'�'
4/12
VAULT
r On
TRUSS END DETAIL
1X
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 8"
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
12
5l7
81,
12
5 l7
TRUSS END DETAIL
ASCE 7-10 MWFRS
)esign Wind Spa
170 mph
TCLL
30
40
WildingType:
Enclosed
TCDL
15
20
--
'ategory Importance actor:
.
11 1.00 BCDL
10
5
oration Factor: _ -
- _- ---
Roof 1.25 / Floor 1.00 BCLL
0
0
WildingExposure:--
"C" TOTAL
55
65
(live
Truss bottom chord analyzed with 10psf non -concurrent
load
30 psf concurrent live load on trusses designed
with storage space.
TRUSS HANGER INFORMATION
Check TRUSS ENGINEERING for gravity and uplift values. If the
value exceeds the capacity of a hanger shown below, then it is
the responsibility of the builder to provide a suitable connection.
All 2-ply hanger values are based on a 2-ply supporting girder.
HANGER
CONN.
ROOF
FLOOR UPLIFT GIRDER TRUSS
2645 2265 18.16d 1240d 1 11r,
4115 :. 23M 28AW 16-10d 1 112"
2770 2340 18-16E 12-10d
4375 23M 20-IM 8-16d
4375 2340 20-16d 8.16d
A
TH025
2x6
3060
8
THD28
2x8
4485
C
THOM2
2x5
3356
D
THOH28.2
2x6
5245
E
TH011211-3
2x6
5246
F THD28-2
2x8
am
4310
2595 28-16d
16.1od
G
THOH28-2
2x8
8025
7360
3330 36-16d
1046d
N
I
THDN28.3
THD48
24e
2x6
7830
3176
75"
2540
4370
2288
36A6d
18-i8d
12-16d
12.10d
J
RJC25
2X6
3490
2135
1646d
5-10d
K
SKHH46LIR
2x6
2100
1680
1346
12-16d
6-116d
L
SKHH26UR
2x5
1890
1510
2190
18-16d
12-00dx142 _
M
SKHH26L-2IR-2
AB
2100
1680
1 805
12-1ed
4-16dx2-112
N
O
GT➢982T
2.8
10900
8720
8436
22 - WS3
16 - WS3 �
P
G7WS3T
2x8 12470
11100
12490
28 - WS3 24 - WS3
Q
OTW34T
2x8 12470
11100
12190
28-WSJ
M-WS3
R
OR EQUAL
nee8on
'
15"
5 1W Tapcon
9.10d
g
--
T
RT76A OR EQUAL
nMM.n
I byX
-
- 1380. 8-10d
9-10dx1-1IT'
18.10rix1-112"
EQUAL
�nbldr.ection
- 2760 16-10d
Y
2: CONNECTOR BY BLDR
"IMPORTANT INFORMATION"*
ALL REACTIONS, UPLIFTS, ETC. ARE THE RESPONSIBLITY OF THE
ENGINEER OF RECORD, PER LOCAL CODE. REFER TO THE STRUCTURAL
FRAMING FOR INFORMATION. CT IS NOT AND WILL NOT TAKE ANY
RESPONSIBILITY FOR ANY TYPE OF THIS INFORMATION. THIS
INFORMATION IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF
RECORD.
BEARING HEIGHT DISCLAIMER:
IT IS THE SOLE RESPONSIBILITY OF THE ARCHITECT OR PROJECT
ENGINEER REGARDING BEAM ELEVATIONS AND BREAK LOCATIONS FOR
CHANGES IN BEAM HEIGHTS. CT BEAM HEIGHT SCHEDULE IS A
GUIDELINE ONLY. REFER TO ARCHITECTUAL AND STRUCTURAL
DRAWINGS FOR THIS INFORMATION. CT IS NOT AND WILL NOT BE
RESPONSIBLE FOR THIS INFORMATION.
FIELD BRACING is not the responsibility of the truss fabricator, truss designer, or plate
manufacturer. Persons erecting trusses am cautioned to seek professional advice regarding
temporary and erection bracing which is always required to prevent toppling and dominoing
during erection, and permanent bracing which may be required in specific applications.
Trusses shall be erected and fastened in a straight and plumb position. Where no direct
top chord sheathing is applied, trusses must be braced at 24" on center maximum. Where
no direct bottom chord sheathing is applied, trusses must be braced per local code.
Trusses must be handled with extreme care during erection to prevent damage or personal
injury. Refer to truss engineering for connection and bracing requirements. These
calculations are supplied in order for the ENGINEER OF RECORD to adequately provide for
connection and Integration of the roof assembly to the supporting structure. Designers of
supporting connections are SOLELY responsible for the integrity of their productTmsses
remain our property until paid for in full. Truss layouts and engineering may not be
reproduced in part or in full under any circumstances.
SHOP DRAWING APPROVAL
THIS PLACEMENT PLAN MUST BE APPROVED PRIOR TO COMMENCING
TRUSS ENGINEERING OR FABRICAITON. THE BUILDER MUST VERIFY THE
COORDINATION OF ALL THE INFORMATION IN THIS PLAN WITH THE
ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY VARIATIONS
BETWEEN THE FINAL PLACEMENT PLAN AND THE ARCHITECTURAL OR
STRUCTURAL PLAN IS THE SOLE RESPONIBILITY OF THE CUSTOMER,
AND ANY EXPENSES INVOLVED IN CHANGES AFTER TRUSS FABRICATION
IS THE RESPONSIBILITY OF THE CUSTOM AND NOT CUSTO TRU S LLC.
Approved By Date:
NOTE: Horizontal and Vertical Truss reactions and uplift
calculations are provided by CUSTOM TRUSS LLC.,
for the JOB ENGINEER OF RECORD to accurately provide
support for the ROOF TRUSS SYSTEM and for proper
connection of the ROOF TRUSS SYSTEM to the sup Ing
structure.
State of Florida Registered Engineer
CARL G. FORBES, PE
FL.Reg.Nos 20699
555 W. POMPANO PKWY. -
POMPANO BEACH, FL. 33069
(954) 682-6651 Data:
Revisions
cusTOM Muss
1890 W. ATLANTIC AVE.
DELRAY BEACH, FL 33444
PH: (954) 786-8800
FAX: (954) 786-8804
SOLTY PLUMBING
Name:
CESPEDES RESIDENCE PAVILLION
Address:
C24 CANAL ROAD
FORT
C
1' F 4/14/2017
#170465 File
MAR 0 2 2018
ST. Lucia County, Penn
R-20 FOAM
R-4.1 WALLS
LOW E GLASS
U FACTOR 1.02
SHADING COEF .25
FAN SCHEDULE e
COMPANY:
PANASONIC
FAN N0.
EF- 1
AREA SERVED
TOILETS
CFM
50
RPM
1075
WATTS
14
AMPS
.11
VOLTAGE
120-1-60
FAN TYPE
CEILING
CONTROL
LT. SWITCH
pp-1 WITH
RArLCr1RAFT nampFRC
COOLING EQUIPMENT # 8
MAKE LENNOX
MODEL XC16SO48
4.0 TON 1600 CFM
EFFICIENCY 18 SEER
TOTAL BTU 42,000
HEAT PUMP
GALVANIZED EXAUST
ROOF CAP W/BACKDRAFT
DAMPER SLOPED ROOF CAP.
2x4 WOOD
BACKDRAFT
CEILING
MECHANICAL PLAN 1/47 = P-0'
HEATING
EQUIPMENT # 8
MAKE
LENNOX
MODEL
CBX25UHV-060
EFFICIENCY
100 EFF
EFFICIENCY
10.0 KW
REF. PIPING
1-1/8 / 7/8
WIRE MESH SCREEN
INSTALLED
SLOPED
4' GALV, METAL
DUCT 26 GA.
NUTDNE
EXH,
FAN
GRILLE
SIZE AS PER AIR INLET
MFR, SPEC'S
EXHAUST FAN DETAIL
N.T.S.
LING
#2 CHAIN FROM TOP CORD OF TRUSS
TO AHU UNIT W/ DOUBLE NUTTED EYE BOLTS
REF.
5/8"PLYWOOD DECK
AHU HUNG IN ATTIC DETAIL
PROVIDE STEEL SLEEVE AT
PENETRATION AND SEAL ENDS
WATERTIGHT
PROTECT REFRIGERANT LINES
UP ALONG WALL WITH LINE
COVER AND PAINTED TO
MA I CH ARCH I EC I URt
LINE COVER SHALL BE 22 GA.
SHEET METAL WEATHERPROOF
FASTEN TO WALL WITH 1/S"0
CONCRETE NAIL WASHER
(2)Ys' PLASTIC COATED STEEL
CABLE SECURE TO SLAB W/
S.S. TURNBUCKLES.
PER FBCM 301.12 WIND LOAD.
FBCB 1301 . I, 1620, ASCE7-10
SECURE CONDENSING UNIT TO �
CONCRETE PAD WITH V WIDE
GALVANIZED SHEETMETAL
STRAPS RATED FOR 110+ MPH
HURRICANE FORCE WINDS
(TYPICAL)
FK SLAB ELEV. _ +0-0'
ELEV.1 .60' NVCaD.
PROVIDE 3/4' LAG -BOLT TO
CONDENSING UNIT
CONCRETE BLOCK
FILL SLEEVE WITH SILIC
SEALANT FOAM CTG FIR
n
6
KEEP REFRIGERANT LI
HIGH AND TIE TO TRUS
MEMBERS
STEEL U BAR IMBEADE
THE CONCRETE.
TIE DOWN CONDENSING UNIT / -NEOPRENE VIBRATION ISOLATORS
TO SLAB (TYPICAL OF 4) L A
4 CONCRETE HOUSEKEEPING P D
CONDENSING UNIT MOUNTING DETAIL
NTS
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ELECTRICAL PLAN
NEW ELECTRICAL "PAVILION" SUB -PANEL 3
100A M.C.B PANEL 120 / 240v 1N 3W(SURFACE)
CKT
SERVES
CB
P
KIP
WM-COND.
CKT
SERVES
CB
P
KW
WDRE-COND.
02
FAN/LIGHT
15
1
.8
# 14
01
WP/GFCI RECEPTACLES
20
1
1.5
# 12
04
GENERAL LIGHTS
15
1
.8
# 14
03
WP/GFCI RECEPTACLES
20
1
1.5
# 12
OB
RESTROOM LIGHTS
15
1
.8
# 14
05
WP/GFCI RECEPTACLES
20
1
1.5
# 12
08
POOL LTGS
20
1
1.5
# 12
07
RESTROOM GFCI RECEP
20
1
1.5
# 12
10
POOL PUMP
20
1 1
1.5
1 # 12
09
WATER FALL PUMP
20
1
1.5
# 12
12
POOL FILTER
20
1
1.5
# 12
11
REF
20
1
1.5
# 12
14
JACUZZI PUMP
20
1
1.5
# 12
13
AHU #8
60
1
10.0
# 6
16
08 AC COMPRESSOR 8
45
2
# 8
15
18
10 (NON -CONCURRENT)
17
SPARE
--
--
20
SPARE
--
--
19
SPARE
--
--
8.4
ELECTRICAL NOTES:
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION
OF THE N.E.C. 2011 AND LOCAL GOVERNING CODES
2. ALL WIRING TO BE COPPER UNLESS OTHERWISE NOTED.
3. ALL MATERIALS, WHERE APPLICABLE, SHALL BE U.L. LABELED
4, ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO
MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR.
5. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED:
WALL HUNG TELEPHONE 56' A.F.F.
TELEPHONE JACKS 12" A.F.F.
LIGHT SWITCHES 48' A.F.F.
RECEPTACLES 12" A.F.F.
TELEVISION JACKS 12" A.F.F.
6. CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION
WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO
FABRICATION, INSTALLATION AND ERECTION.
7. ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS
WITH HVAC CONTRACTOR PRIOR TO INSTALLATION.
8. ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED
BY FLORIDA POWER AND LIGHT.
9. LOCATION OF ELEC. REC. SHALL COMPLY W/ NEC-210-52
AND RECEPTACLE SPACING SHALL COMPLY WITH NEC 210-72.
LIGHTING OUTLETS SHALL COMPLY WITH NEC-210-8
10.ALL NEW CIRCUITS TO BE ARC FAULT PROTECTED NEC 2008 210.12
11. ALL NEW RECEPTICLES TO BE TAMPER RESISTANT NEC 406.11
19.0 TOTAL 27.4
PLUMBING PLAN 1/4"=P-0'°
NOTE:
PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
TO COMPLY WITH REFERENCED STANDARD AS PER FBC
TABLE P2701.1.
TO HOUSE
CERAMIC TILE
BOND COAT
REINFORCED WALL
MORTAR BED
OLID BACKING
0
CERAMIC TILE
INTEGRATED DRAIN
BONDED FLANGE
CRUSHED TILE
SLOPED REINFORCED FLOOR OR STONE AROUND
MORTAR BED 1-1 3/4' THICK WEEP HOLES
SHOWER
DETAIL
N.T.S.
LJ \
ISOMETRIC PLAN
2• VrRjl
PAVILION
POOL
LAV BATH
A
rj'j'$1ESE PLANS AND ALL PROPOSED WOR
-- "UBJECTTOANYCORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
rnMpIywlT61 et AGSI Ir.As�eg Cyppg,
PLUMBING} NOTES
1. THE ENGINEER CERTIFIES TO THE BEST OF HIS KNOWLEDGE, ALL
WORK DEPICTED IS IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE, INSTALLATION SHALL COMPLY WITH STANDARDS THEREIN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EQUIPMENT
DESIGN REQUIREMENTS (I.E VOLTAGE, WATER, DRAINS, GAS CONNECTIONS, ETC.)
WHEN REQUIRED FOR THE CORRECT/APPROVED OPERATION, THE EQUIPMENT
SHALL BE FURNISHED WITH ALL NECCESSARY ACCESSORIES NETHER CONSIDERED
OPTIONAL OR STANDARD BY THE MANUFACTURER EQUIPMENT SHALL NOT
BE ORDERED BASED ON MANUFACTURERS' MODEL NUMBERS.
3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, FREE FROM DEFECTS
��-'-
AND WITH FACTORY WARRANTY, PRODUCTS SHALL BEAR RESPECTIVE
ri
A.S.T.M. STANDARD LABELS AND INSTALLED AS PER LISTING UNDER SUCH.
r=. 1
4. INSTALL SANITARY LINES AS TO DRAIN WITH SLOPES OF NOT LESS
THAN 1/8' PER FOOT FOR 3- SND ABOVE AND 1/4- PER FOOT FOR 2-.
�.
W
5. INSTALL PIPING AND EQUIPMENT ALLOWING ADECUATE ACCES FOR
° ,aJ
SERVICE TO VALVES AND EQUIPMENT OF OTHER TRADES, PROVIDE
U.L LISTED ACCESS PANELS IN WALLS AND CEILING WHERE
P1
ACCESS IS REQUIRED.
?••.
6. INSTALL CLEAN -OUTS AS INDICATED ON DRAWINGS AND AT EVERY
m
75 FEET, BASES OF STACKS AND CHANGE OF DIRECTION.
v c: w ca
}Gq
u
7. SANITARY, VENT AND RAIN WATER LEADER PIPING SHALL BE SCHEDULE 40
`
C
PVC SOIL PIPE WITH DRAINAGE TYPE FITTING, SOLVENT WELDED. PRIME
FITTINGS AND PIPE ENDS PRIOR TO WELDING, EXCEPTION: IN AIR
I w
'J
CONDITIONING PLENUMS, i.e. MECHANICAL ROOMS, CAST IRON PIPING
;;. I"..�,
+'
SHALL BE USED.
8. DOMESTIC WATER PIPE SHALL BE TYPE L ABOVE GROUND AND TYPE
K BELOW GROUND. SOLDER FITTINGS USING LEAD-FREE SOLDER, AVOID
JOINTS BELOW SLABS OR INSIDE WALLS WHENEVER POSSIBLE.
9. PROVIDE EXPANSION AIR CHAMBERS OF 20 PIPE DIAMETERS BUT NOT
LESS THAN 12". INSTALL AT EACH FIXTURE, GROUP OF FIXTURES, RISERS
AND END OF SUPPLY LINES.
10. ISOLATE COPPER PIPING FROM DISSIMILAR METAL, MASONRY OR
CONCRETE WITH FOAM PLASTIC, FIRE RETARDANT INSULATION OR SIMILAR
METHODS APPROVED BY LOCAL JURISDICTION.
11. PROVIDE PIPE SLEEVES FOR ALL COUNG, FLOORS OR WALL PENETRATIONS
PACK WITH FIRE RETARDANT CAULKING IN CONFORMANCE TO U.L
�'�`�ro,
SPECIFICATIONS.
12. PLUMBING FIXTURES SHALL BE FIRST GRADE NITROUS CHINA CONFORMINGTO
ANSI STANDARDS, FURNISH TRAPS, VALVES AND ALL TRIM,COMPLY
WITH ALL CODES AND ORDINANCES. A,ERICAN STANDARD OR EQUAL
+
WATER & SANITARY PIPING MATERIAL
MATERIAL
NOTE:
WATER SERVICE PIPING
CHLORINATED POLYVINYL CHLORIDE (CPVC)
PER FBC 2010 TABLE 605.3
WATER DISTRIBUTION PIPING
COPPER
PER FBC 2010 TABLE 605.4
SANITARY & VENT PIPES
POLYVINYL CHLORIDE (PVC)
PER FBC 2010 T BLE 702.1
TABLE 702.2. T 2tf
TABLE 702.4 (,_.
REVISIONS BY
CL1ENr CHAINIM CY W-24-17
AS BEAL73 Cv 12-2147
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DRAWN BY:
CARLOS VIIACA
1000 S DIXIE HWY. WEST
POMPANO BEACH FLA.
33060
PHONE:561- 445- 9661
EMAIL: carlosvllaca2®Gmatl.com
DATE
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PROJECT
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——•—•—•—.—.—.—.—.—•—•—•—•—•—•—.f_.—.—•—•—•—•—•—•—•—.—.—.—.—.
WATER FALL
POOL DECK
(BY OTHERS)
SITE PLAN
SCALE: 1 /8" = 1 ' — 0 "
liO4-040.;
ST, LUCIF COUNTY E'I_tL T-NC DIMS'"
REVIEWED FOR COxipLL4Ng
R.FVIEW'ED BY
DATE
PLANS ANT► PERMIT NSUST BE KEP ON JOB
OR NO INSPECTION WILL BE ?MADE.
LANDSCAPE AREA
OR SOD
NORTH
KEY PLAN
N TS
m
FINNVOLD ARCHITECTURE, INC.
POOL, POOL DECK & POOL AVI7F77800O
N, FEDERAL HWY. SUITE 118
COVERED AREA = 1,976 S.F.30CARATON, FL 33487
P. 561 306 4286 F. 561 953 5210
AIR CONDITION SPACE = 1,260 S.F.LICENSE # A A 26002586
POOL AND DECK AREA = 6,222 S.F.
ALLDESIGNSAND DETAILS INDICATED OR
REPRESENTEDBY THIS DRAWING ARE FOR THE USEON
AND IN CONJUNCTION WITH THE SPECIFIED
PROJECT. THIS IS THE PROPERTY OF FINNVOLD
ARCHITECTURE, INC. AND SHALL NOT BE USED OR
REPRODUCED WHOLE OR IN PART WITH -OUT
HATCHED AREA
WRITTEN PERMISSION OR BELIABLE FORTHEFULLEST
LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY
DENOTES POOL
ALL EXISTING CONDITIONS AND DIMENSIONS AND
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
_-- PAVILION O DECK
PRIOR TO THE EXECUTION OF THE WORK.
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NEW RESIDENCE
FOR MR. CESPEDES
PARCEL ID
w 8 —T.5P
3224-111-0002-000-2
SITE PLAN KEY NOTES
C 24 CANAL RD
SAINT LUCIE COUNTY
101 CONTRACTOR TO COORDINATE LOCATION/CONNECTION OF
TELEPHONE, CABLE AND ELECTRICAL SERVICE WITH ST LUCIE
COUNTY UTILITIES DEPARTMENT.
1p2 PAVER DRIVEWAY AND PATHWAYS. REFER TO DETAIL 5/AO.07
103 FUTURE GENERATOR LOCATION, 10'-0" MIN. FROM HOUSE,
10 —0 MIN. FROM ANY INTAKE OPENING. REFER TO 7/AO.07
FOR PAD DETAIL, COORDINATE FOR FUTURE TRANSFER SWITCH
WITH ELECTRICAL PANELS PROVIDED
2.27.17
104 TANK —LESS GAS WATER HEATERS
1701
105 500 GAL. UNDERGROUND PROPANE TANK.
SIZE & HOLE DIMENSIONS TO BE CONFIRMED WITH GAS
COMPANY (PERMIT BY OTHERS)
106 DENOTES NEW CONCRETE PADS. SEE DETAIL 7/AO.07
" ,
107 1 0 WATER CONNECTION, 100 MIN. FROM SEPTIC. CONTRACTOR REVISIONS
TO COORD. W/UTILITIES DEPT., MEP, & CIVIL DWGS.
108 NEW SEPTIC SYSTEM & DRAIN FIELD LOCATION. CONTRACTOR TO PERMIT SET
COORDINATE WITH UTILITIES, CIVIL AND MEP DRAWINGS 4.26.17
109 ELECTRICAL METER/ OR SUB PANEL, REFER TO ELECTRICAL REVISION 10.2.17
DRAWINGS FOR DETAILS. COORD. W FPL. 0
DENOTES NEW UNDERGROUND ELECTRIC. OWNER REQUESTED
110 CONTRACTOR TO COORDINATE WITH FPL REVISION
111 DENOTES POOL EQUIPMENT. CONTRACTOR TO COORDINATE
112 CRUSHED SHELL ROCK PATHS/PARKING. COORD. W OWNER.
113 PROPOSED LIFT STATION. COORDINATE W CIVIL DRAWINGS
114 PROPOSED WELL LOCATIONS. COORDINATE WITH CIVIL DRAWINGS
115 STUB —OUT FOR FUTURE CABLE INSTALLATION (CONTRACTOR TO
COORDINATE LOCATION WITH OWNER)
116 PROVIDE WATER SOFTENER AND FILTERING SYSTEM AS REQUIRED
117 DENOTES COMPOSTE STATION AT STABLES/MANURE PIT
118 ALUM. GATE (STYLE TO SELECTED BY OWNER) CONSULTANTS
119 4'6" H. ALUM. FENCE (STYLE TO SELECTED BY OWNER)
120 24"x24"x6'0 HI. CONCRETE BLOCK PIERS, SEE DETAIL SHEET A0.07
12'k12"x5'0 HI. CONC. BLOCK PIERS PLACED MIN. 12" FROM
121 PROPERTY LINE AND FOOTINGS MUST BE WHOLLY ON THE
PROPERTY. SEE GATE ELEV. DETAIL SHEET AO.07 �0
O 4'6"'H (2' MESH) ALUMINUM CHAIN LINK FENCE BY OTHERS, y"1 •-�tf'rl,.
122 CONTRACTOR TO COORDINATE WITH OWNER, PROVIDE SHRUBS
PLANTED AT 24" ON CENTER And MIN. 30" FROM FENCE. SEE L'o 7Q17
LANDSCAPE PLANS.
3 RAIL HORSE BOARD WOOD FENCE BY OTHERS CONTRACTOR < <'% MAG
123 uciu' ounty, FL
TO COORDINATE WITH OWNER. RAMM HORSE FENCE AND STALLS
(800)434.8456 SITE PLAN
124 PREFABRICATED D CONTRACTOR TO COORDINATELWITH OWNER. STALLS
HORSE HFENCE
AND STALLS (800)434.8456 4-A 1.00
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ON BOTH SIDES. PAINT BOTH SIDES
EXISTING WALL TO REMAIN A
j� DENOTES STEEL COLUMN WITH DECORATIVE WRAP (TYP).
• MATCH MAIN HOUSE COLUMNS. COORDINATE WITH,
STRUCTURAL DRAWINGS / v
SYMBOI-alEGEND
®X NEW DOOR SYMBOL
X�XX NEW WINDOW SYMBOL
Y -r ELEVATION MARK
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KEYNOTES
O36" HT, 24' DEEP BASE CABINETS
WIDTHS VARY. SEE PLANS
O24"08" ATTIC ACCESS W/PULLDOWN LADDER, PROVIDE 100
S.F. AREA OF 5/8" PLYWOOD AROUND ATTIC ACCESS FOR
STORAGE SUPPORT
O 12" DEEP UPPER CABINETS
DO SINK WITH DISPOSAL
O FULL HT TILE BACKSPLASH, TYPICAL
OF TV & OUTLET & CABLE CONNECTION 05'-0" A.F.F. COORDINATE LOCATION IN
FIELD WITH HOMEOWNER.
OBUILT-IN BAR. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND
APPROVAL
O OUTDOOR SHOWER
OINSTALL TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES FOR
HOT WATER AS REQUIRED.
O TOILET PAPER HOLDER
(D TOWEL BAR
8ML
BEVELED MIRROR
ICE MAKER
CN) UC REF.
FLOOR PLAN NOTES
1. GLAZING WITHIN 36' HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE
CAT. II SAFETY GLASS PER 2405.2 FBC.
2. GLAZING ON EXT. DOORS AND SIDELIGHTS SHALL BE CAT. II SAFETY GLASS AS PER
2411.3.1.3. FBC.
3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS
AS PER 1204.3 FBC.
4. WALL HUNG FIXTURES AND CABINETS SHALL BE SUPPORTED AS PER 2510.5 FBC. 20 CA
MTL STUDS 0 16" O.C. W/ HORIZ. REINF.
5. BUILDING SWILL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS
PER 1816.1.7 FBC.
6. MIN. CEILING HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC.
7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS.
B. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE
FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF
NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 SO. FT. THE BOTTOM OF THE OPENING
SHALL NOT BE MORE THAN 44' A8V. THE FLOOR.
9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM
THE INSIDE OF THE CLOSET.
10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE
LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY.
11. EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A
MAXIMUM HEIGHT OF 44" TO SILL. FBC R310.1 ALSO READ NOTE #8 THIS SHEET.
12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHERE THE FLOOR HAS A DROP
OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT
(CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC
2411.4.1
13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS. SUBMITTED
TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION & INSTALLATION.
NOTES TO CONTRACTOR
1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE
IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410.4
2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY
PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE
COMPANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY
WITH SECTION 4410.4 SFBCR
3. WHEN OUTLETS ARE IN BACK —SPLASH, COORDINATE COLOR TO
MATCH, TYP.
4. ALL CABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO
PARTICLE BOARD CABINET BOXES.
•. - �litTiTtillm
ELDORADO STONE'VENEER
REBAR (WHERE OCCURS)
MORTAR SETTING BED
MORTAR JOINT
CMU WALL
DENOTES RETRACTABLE SCREENS. S HW �\
CONTRACTOR TO /Jr
COORDINATE WITH OWNER
♦ 45'-4" 1
-------------- --------------------
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DENOTES RETRACTABLE SCREENS.
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SCALE: 3/16" = l'-0"
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PRODUCT APPROVAL
MANUFACTURER
DESCRIPTION
COLOR
DYNAMIC METALS, LLC
DYNAMIC 1-1/2" MECH
FL 21082 RO II
3201 SE DOMINICA TER.
SEAM .032 ALUM. ROOF
BRONZE FINISH
DYNAMIC METALS
STURT, FL 34997
POLYGLASS USA INC
POLYGLASS PLYSTICK
NOA 15-0410.04
1111 W NEWPORT CTR DR
UNDERLAYMENT
DEERFIELKD BCH, FL
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8000 N. FEDERAL HWY. SUITE 118
BOCA RATON, FL 3 3 4 8 7
P. 561 306 4286 F. 561 953 5210
LICENSE # A A 26002586
ALL DESIGNS AND DETAILS INDICATED OR
REPRESENTED BY THIS DRAWING ARE FOR THE USE ON
AND IN CONJUNCTION WITH THE SPECIFIED
PROJECT. THIS IS THE PROPERTY OF FINNVOLD
ARCHITECTURE, INC. AND SHALL NOT BE USED OR
REPRODUCED WHOLE OR IN PART WRHF OUT
WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST
LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY
ALL EXISTING CONDITIONS AND DIMENSIONS AND
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
PRIOR TO THE EXECUTION OF THE WORK.
NEW RESIDENCE
FOR MR. CESPEDES
PARCEL ID
3224-111-0002-000-2
C-24 CANAL RD
SAINT LUCIE COUNTY
2.27.17
1701
REVISIONS
PERMIT SET
4.26.17
Q REVISION 10.2.17
OWNER REQUESTED
REVISION
CONSULTANTS
POOL dPAVILION
FLOOR PLAN AND
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45' 4,
REINFORCED MASONRY WALL NOTES
37'-4„
NEW NEW
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- ALL 3/4" DIAM. THRU BOLTS TO BE ASTM A325.
- ALL 1[4" STEEL PLATES TO BE ASTM A36.
- ALL VECIFIED MATERIALS ABOVE TO BE EQUAL
OR BETTER.
- 1/4" FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS.
- ALL BOLT HOLES TO BE 7/8" DIAM.
MFOR
g�3/4" DIAM. BOLTS.
—b� A S. O M'73TAI IFRU BOLT IN
LOAD PERPENDICULAR TO GRAIN — 1,330 LBS
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12•
CSHOWER RECESS _
THICKENED EDGE
1. HOLLOW LOAD —BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE I,
GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA
OF f'm=2,000 (PSI). CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530.1
SPECIFICATIONS.
2. QUALITY ASSURANCE INSPECTIONS ARE REQUIRED FOR ALL REINFORCED MASONRY
CONSTRUCTION. THE INSPECTOR SHALL INSPECT THE FOLLOWING:
A. PLACING OF THE REBARS IN THE CELLS (POSITION IN THE CELL, LAPPING AND SPLICES,
BAR SUPPORT AT 10 FT. HEIGHTS).
B. VERIFY CLEANLINESS OF THE CELLS TO BE GROUTED. INSPECTION HOLES AND THE
BOTTOM OF THE POUR AND MORTAR PROJECTING INTO CELLS TO BE GROUTED.
C. OBSERVE AND BE PRESENT DURING THE PLACING OF THE GROUT OR CONCRETE INTO
THE VERTICAL CELLS.
D. THE ABOVE APPLIES FOR MASONRY BEAMS AND BOND BEAM INSPECTION AS WELL.
3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE "M".
4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR
BEDDING.
5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH
STRUCTURAL DRAWINGS AND DETAILS.
6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE
ENGINEER.
7. VERTICAL REINFORCING:
(A) ASTM A-615 PER REINFORCING SECTION.
(B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT
BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT,
EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING.
(C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48
BAR —DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING
SECURED IN POSITION (AT 10 FT. VERTICAL SPACING).
(D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL,
AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE
AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN
A #5 REBAR. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED
LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR.
(E) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE
NON —CONTINUOUS END OF THE REBARS.
(F) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS
REQUIRED FOR LIFTS HIGHER THAN 4 FT.
8. HORIZONTAL REINFORCING:
PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY
SECOND BLOCK COURSE (1'-4" O.C. VERTICALLY) LAPPED 7-1/2". PROVIDE SPECIAL
HORIZONTAL REINFORCING AT "T" AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH
MINIMUM 4" EXTENSION INTO AREA OF POUR.
e
CONCRETE
FOUNDATION
SCHEDULE
MARK
SIZE
REINFORCEMENT
BOTT TOP
MIDDLE
REMARKS
MF-24
24"W X16"D
CONT. CONIC. FTG.
2 #5
1 #5
SEE DETAIL
12"x12"
TE-12
CONCRETE CONT.FOOTING
1 #5
SEE DETAIL
F 48
48" X 48"X 24" DP
2-ROWS
2-ROWS
CONCRETE FOOTING
5#5
5#5
SEE DETAIL
F 56
56" X 564X 24" DP
2-ROWS
2-ROWS
SEE DETAIL
CONCRETE COLUMN SCHEDULE
MARK
SIZE
REINFORCEMENT
HOOPS
REMARKS
D C 1
8"x 8"
1# 5
48" D.C.
FILLED CELL
NONE
3000 PSI
®
8"x 12"
CONC. COLUMN
4 5
#
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3000 PSI
■
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4 # 5
# 3 AT 12" D.C.
3000 PSI
® c�
3.5" X 3.5" X 1/4"
STEEL COLUMN
SEE STEEL COLUMN DETAIL
®
6" X 6" X 3/8"
STEEL COLUMN
SEE STEEL COLUMN DETAIL
CONCRETE
BEAM SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARK
BOTT
TOP
MIDDLE
NOTES
L-1
8"x 8"
UNTEL
1 #5
VARIES
SEE ELEV.
VARIES
L-2
UNTIL"
1 #5
1 #5
SEE ELEV.
BB-1
BOND BEAM
1 #5
1 #5
VARIES
SEE ELEV.
B-1
8"x 24"
#3 STIRRUPS
VARIES
CONC. BM.
2 #6
2 #6
2 #6
® 6" O.C.
SEE ELEV.
B-3
8"x 18"
CONIC. BM.
2 #5
2 # 5
2 6
#
#3 STIRRUPS
VARIES
® 6" O.C.
SEE ELEV.
ADD # 5 REBAR FOR VERY ADDITIONAL 6" IN DEPTH OF BEAM
PAD REBAR EDGE i STEELCOLUMN(SEE PLAN)
BARS -ALWAYS, ANCHOR BOLTS
REMAIN - SPACE
OTHERS EQUALLY SEE MANUFACTURES SPECS
GRADE
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DRAWN BY:
CARLOS VR ACA
1000 S DIXIE HWY. WEST
POMPANO BEACH FLA.
33060
PHONE:561- 445- 9661
EMAIL: cor1osvilaca20GmaII.com
DATE
1-10-17
SCALE:
Y16 = r-0"
PROJECT:
NAIX= CHURCEML
CONC. LINTEL 'CASTCRETE'
SEE LINTEL SCHEDULE TYP. BOND BEAM
COL STL (SEE
WALL S
4" MIN.
(1) # 5
MIM. MEIL
FORM & POUR SOLID —
6" DP. ('ryp. EA SH.L ).
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OP GS GREATER
THAN 4'_4"
TYP. WINDOW/ M. 0. OPEN'G IN BLK. W
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(SEE BI
CELLS SOLID
FOUNDATION
EL. 100'-0"
GRADE
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SEE SCH.
WALL SECTION W/ 2'
ROOF WIND ZONE DIAGRAM
ZONE 1 : -38.33 PSF
ZONE 2 : -64.21 PSF
ZONE 3 : -64.21 PSF
A -ZONE 4.45 FEET
WIND ZONE PRESSURE DIAGRAM
REINFORCED FILLED CELL
SEE PLAN FOR SIZE AND SPACING.
9 GAUGE HORIZONT,
REINFORCEMENT
EVERY OTHER COUR
8" x 8" x 16" ONCRETE (LADDER TYPE)
MASONRY UNITS
BLOCK REINFORCEMENT
Mr'e S':%
REINF, W 1#
SEE P
4 ® 6'-0" O,C,
WOOD BASE.
— EXP. JOINT
SMOOTH 4" CONC. SLAB W/BxB-10/10 MESH
ON 4 MIL VISQUEEN VAPOR BARRIER
DOUBLE MESH & FOOTER
2COMPACTED
TREATED FILL
OVERHANG
11
5'
ZONE PLAN
5 8" CDX
A A RATED
�PERPENDICULAR
TO
I `r�•- TRUSSES
2 X FASCIA
WITH 3 —16D
� �y J
ROOF TRUSSES 1
24" O.C. `\ L
2X 4BLK 24"O.0
4"-0" AT GABLE ENDS
ROOF SHEATHING
SHEATHING SCHEDULE
LOCATION PANEL FASTENERS SPACING /ZONE
5/8" CDX 6" O/C EDGES /ZONE 4
WALLS APA RATED 8d 4" O/C EDGES /
ring shank ZONE 5
5/8 CDX 8d 6" O/C EDGES ZONE 1
ROOF APA RAT/ZONE 2
RATED ring shank
4" O/C EDGES / ZONE 3
PLYWOOD ROOF DECKING AND DIAPHRAGM
A. SHALL BE 19/32" MINIMUM THICKNESS, "CDX" TYPE AND SHALL BE CONTINUOUS OVER
THREE OR MORE SPANS, NTH FACE GRAIN PERPENDICULAR
TO THE SUPPORTS.
B. CONNECT PLYWOOD ROOF DIAPHRAGM TO STRUCTURE WITH 8d RING SHANK. NAILS,
2x4 BTM. CHORD BRACING
72" O/C MAX., SECURED W/
(2) 10d COMMON NAILS AT
EACH CHORD INTERSECTION, TYP.
2x4 DIAGONAL BjH. CHORD
BRACING, SEE PLIAN
FOR LOCATION
BTM. CHORD OF
WOOD ROOF TRUSSES
BOTTOM CHORD BRACING NTS
:A.)#5 TOP & BOTTOM
: BEAM DETAIL) TYPICAL X/BRAC
9 GA HORIZONTAL REINFORCEMENTN # 5 DOWN BAR 36" ABOVE
p SLAB . 12" HOOK AT FOOTING
8" X 8" X 16' li
QK
OUT
CORNER DETAIL
2x4 #2 SOUTHERN YELLOW PINE CROSS
BRACING MEMBERS FASTENED TO TRUSSES
W/4-16d NAILS EACH END (REFER TO TRUSS
NOTES, TRUSS LAYOUT AND NOTE BELOW FOR
LOCATION)
2x4 CONT. LATERAL WOOD BRACING NAILED
TO BOTTOM CHORD MAXIMUM 6'-0" SPACING
AND AS REQUIRED BY TRUSS MANUFACTURER
(REFER TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
E DETAIL NTS
�• u
CML G. FORBO sssLSd
role >EA FL
DRAWN BY:
CARLOS VIIACA
1000 S DIXIE HWY. WEST
POMPANO BEACH FLA.
33060
PHONE:561— 445— 9661
EMAIL corloavlloca2®Gmail.com
DATE
1+17
SCALE:
3/16' = r-C
PROJECT :
NOTORiB MPMFS
R-20 FOAM
R-4.1 WALLS
LOW E GLASS
U FACTOR 1.02
SHADING COEF .25
FAN SCHEDULE e
COMPANY:
PANASONIC
FAN NO.
EF- 1
AREA SERVED
TOILETS
CFM
50
RPM
1075
WATTS
14
AMPS
.11
VOLTAGE
120-1-60
FAN TYPE
CEILING
CONTROL
LT. SWITCH
COOLING EQUIPMENT # 8
MAKE LENNOX
MODEL XC16SO42
3.5 TON 1400 CFM
EFFICIENCY 18 SEER
TOTAL BTU 42,000
HEAT PUMP
MECHANICAL PLAN
HEATING
EQUIPMENT
# 8
MAKE
LENNOX
MODEL
CBX25UHV-060
EFFICIENCY
100 EFF
EFFICIENCY
10.0 KW
REF. PIPING
1-1/8 /
7/8
GALVANIZED EXAUST
ROOF CAP W/BACKDRAFT
DAMPER SLOPED ROOF CAP.
WIRE MESH SCREEN
INSTALLED
ro '� OOF SLOPED
2x4 WOOD BLOCKI G
4' GALV, METAL
DUCT 26 GA.
BACKDRAFT DAMPER
NUTONE
EXH.
LFFAN
CEILING GRILLE
SIZE AS PER AIR INLET
MFR. SPEC'S
EXHAUST
N DETAIL
N.T.S.
v4' = r-T
V
t SUPPLY
AIR
LIQUID & SUCTION
LINES OVERHEAD RISE IN
AHU CLOSET WITH INSULATION
AS PER FBCM 2007 EDITION,
DROP IN GWB CHASE . FIRE
CAULK EXTERIOR WALL
OPENINGS. SIZE VARIES, SEE
PLAN. 4' CLEAR ON ALL
SIDES OF UNIT
AIR
CLER ADJUSTABLE AIR HANDLER
UNIT METAL BASE WITH DISPOSABLE
INTERNAL FILTER
SD
CONDENSATE DRAIN DNE
AUX. DRAIN PAN. 1 1�2" DEEP
THRU CONDENSATE PUMP
X 1" LARGER THAN UNIT IN
TO RAC ABOVE CEILINGLENGHT
AND WIDTH.
LEVEL. SLOPE TO DRAIN
FLOAT SWITCH IN PAN
THRU EXTERIOR WALL
INTO CONDENSATE PIT
THUMB SCREWS
RETURN
AIR
RUBBER MOUNTS
VERTICAL AIR HANDLER
PROVIDE STEEL SLEEVE AT
PENETRATION AND SEAL ENDS
WATERTIGHT
PROTECT REFRIGERANT LINES
UP ALONG WALL WITH LINE
COVER AND PAINTED TO
MA I CH ARCH] I EC I URI=
LINE COVER SHALL BE 22 GA.
SHEET METAL WEATHERPROOF
FASTEN TO WALL WITH 1/S'd
CONCRETE NAIL WASHER
(2)Ye' PLASTIC COATED STEEL
GABLE SECURE TO SLAB W/
S.S. TURNBUCKLES.
I CONDENSING UNIT
PER FBCM 301. 12 WIND LOAD.
FBGB 13fD1 . I, 1620, ASGEi-10
SECURE CONDENSING UNIT TO
GONCRIETE PAD WITH V WIDE -_
GALVANIZED SHEETMETAL -_
STRAPS RATED FOR 1i0+ MPH
HURRICANE FORCE WINDS
(TYPICAL)
FIN SLAB ELEV.. 40'-0'
ELEV.'1 .60' N.VGD.
PROVIDE 3/4' LAG -BOLT TO
CONCRETE BLOCK
FILL SLEEVE WITH SILIC
SEALANT FOAM CTG FIR
N
B
DEEP REFRIGERANT LI
41GH AND TIE TO TRUS
1EMBERS
STEEL U BAR IMBEADE
THE CONCRETE.
TIE DOWN CONDENSING UNIT L NEOPRENE VIBRATION ISOLATORS
TO ;SLAB (TYPICAL OF 4)
-0 CONCRETE HOUSEKEEPING PAD
CONDENSING UNIT MOUNTING DETAIL
NTS
ELECTRICAL PLAN 1/4A = r_v
NEW ELECTRICAL "PAVILION" SUB -PANEL 3
100A M. C. B PANEL 120 / 240v 1N 3W (SURFACE)
CKT
SERVES
CB
P
KW
WW-COND.
CET
SERVES
CB
P
ET
WBRE-COND.
02
FAN/LIGHT
15
1
.8
# 14
01
TP/GFCI RECEPTACLES
20
1
1.5
# 12
04
GENERAL LIGHTS
15
1
.8
# 14
03
TP/GFCI RECEPTACLES
20
1
1.5
# 12
08
RESTROOM LIGHTS
15
1
.8
# 14
05
TP/GFCI RECEPTACLES
20
1
1.5
# 12
08
POOL LTGS
20
1
1.5
# 12
07
RESTROOM GFCI RECEP
20
1
1.5
# 12
10
POOL PUMP
20
1
1.5
1 # 12
09
WATER FALL PUMP
20
1
1 1.5
# 12
12
POOL FILTER
20
1
1.5
# 12
11
REF
20
1
1.5
# 12
14
JACUZZI PUMP
20
1
1.5
# 12
13
AHU #8
60
1
10.0
# 8
16
08 AC COMPRESSOR 8
45
2
# 8
15
18
1 10 (NON-CONCURRENT)77
17
SPARE
--
--
20
1 SPARE
1 19
SPARE
--
--
8.4
ELECTRICAL NOTES:
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION
OF THE N.E.C. 2011 AND LOCAL GOVERNING CODES
2. ALL WIRING TO BE COPPER UNLESS OTHERWISE NOTED.
3, ALL MATERIALS, WHERE APPLICABLE, SHALL BE U.L. LABELED
4, ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO
MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR.
5. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED:
WALL HUNG TELEPHONE 56" A.F.F.
TELEPHONE JACKS 12" A.F.F.
LIGHT SWITCHES 48" A.F.F.
RECEPTACLES 12" A.F.F.
TELEVISION JACKS 12" A.F.F.
6. CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION
WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO
FABRICATION, INSTALLATION AND ERECTION.
7, ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS
WITH HVAC CONTRACTOR PRIOR TO INSTALLATION.
8. ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED
BY FLORIDA POWER AND LIGHT.
9. LOCATION
OF ELEC. REC.
SHALL
COMPLY W/ NEC-210-52
AND RECEPTACLE
SPACING
SHALL
COMPLY WITH NEC 210-72.
LIGHTING
OUTLETS SHALL
COMPLY
WITH NEC-210-8
10ALL NEW
CIRCUITS TO
BE ARC
FAULT PROTECTED NEC 2008 210.12
11 ALL NEW
RECEPTICLES TO
BE TAMPER RESISTANT NEC 406.11
19.0 TOTAL 27.4
PLUMBING PLAN 1,C=r-o°
NOTE:
PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS 2' VTR
TO COMPLY WITH REFERENCED STANDARD AS PER FBC SHOWER
TABLE P2701.1.
TO HOUSE
CERAMIC TILE
BOND COAT
REINFORCED WALL
MORTAR BED
OUD BACKING
O
CERAMIC TILE
INTEGRATED DRAIN
BONDED FLANGE
SHOWER
PAN LINER
CRUSHED TILE
SLOPED REINFORCED FLOOR OR STONE AROUND
MORTAR BED 1-1 3/4' THICK WEEP HOLES
SHOWER
DETAIL
N.Y.S.
SINK
PAVILION
POOL
LAV BATH
ISOMETRIC PLAN NU
PLUMBING NOTES:
1. THE ENGINEER CERTIFIES TO THE BEST OF HIS KNOWLEDGE, ALL
WORK DEPICTED IS IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE, INSTALLATION SHALL COMPLY WITH STANDARDS THEREIN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EQUIPMENT
DESIGN REQUIREMENTS
Q MENTS (I.E. VOLTAGE, WATER, DRAINS, GAS CONNECTIONS, ETC.)
WHEN REQUIRED FOR THE CORRECT/APPROVED OPERATION, THE EQUIPMENT
SHALL BE FURNISHED WITH ALL NECCESSARY ACCESSORIES WETHER CONSIDERED
OPTIONAL DR STANDARD BY THE MANUFACTURER EQUIPMENT SHALL NOT
BE ORDERED BASED ON MANUFACTURERS' MODEL NUMBERS.
3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, FREE FROM DEFECTS
AND WITH FACTORY WARRANTY, PRODUCTS SHALL BEAR RESPECTIVE
A.S.T.M. STANDARD LABELS AND INSTALLED AS PER USTING UNDER SUCH.
4. INSTALL SANITARY LINES AS TO DRAIN WITH SLOPES OF NOT LESS
THAN 1/8' PER FOOT FOR 3" SND ABOVE AND 1/4" PER FOOT FOR 2-.
5. INSTALL PIPING AND EQUIPMENT ALLOWING ADECUATE ACCES FOR
SERVICE TO VALVES AND EQUIPMENT OF OTHER TRADES, PROVIDE
U.L. USTED ACCESS PANELS IN WALLS AND CEILING WHERE
ACCESS IS REQUIRED.
6. INSTALL CLEAN -OUTS AS INDICATED ON DRAWINGS AND AT EVERY
75 FEET, BASES OF STACKS AND CHANGE OF DIRECTION.
7. SANITARY, VENT AND RAIN WATER LEADER PIPING SHALL BE SCHEDULE 40
PVC SOIL PIPE WITH DRAINAGE TYPE FITTING, SOLVENT WELDED. PRIME
FITTINGS AND PIPE ENDS PRIOR TO WELDING, EXCEPTION: IN AIR
CONDITIONING PLENUMS, i.e. MECHANICAL ROOMS, CAST IRON PIPING
SHALL BE USED.
8. DOMESTIC WATER PIPE SHALL BE TYPE L ABOVE GROUND AND TYPE
K BELOW GROUND. SOLDER FITTINGS USING LEAD-FREE SOLDER, AVOID
JOINTS BELOW SLABS OR INSIDE WALLS WHENEVER POSSIBLE.
9. PROVIDE EXPANSION AIR CHAMBERS OF 20 PIPE DIAMETERS BUT NOT
LESS THAN 12'. INSTALL AT EACH FIXTURE, GROUP OF FIXTURES, RISERS
AND END OF SUPPLY LINES.
10. ISOLATE COPPER PIPING FROM DISSIMILAR METAL, MASONRY OR
CONCRETE WITH FOAM PLASTIC, FIRE RETARDANT INSULATION OR SIMILAR
METHODS APPROVED BY LOCAL JURISDICTION.
11. PROVIDE PIPE SLEEVES FOR ALL CEILING, FLOORS OR WALL PENETRATIONS
PACK WITH FIRE RETARDANT CAULKING IN CONFORMANCE TO U.L
SPECIFICATIONS.
12. PLUMBING FlXTURES SHALL BE FIRST GRADE VITROUS CHINA CONFORMING
TO ANSI STANDARDS, FURNISH TRAPS, VALVES AND ALL TR
COMPLY WITH ALL CODES AND ORDINANCES. A.ERICAN'ISAiIN AR,OB EALMi. a
WATER & SANITARY PIPI
SANITARY 11 VENT PIPES POLYVINYL CHLORIDE (PVC) PER FBC 2010 TABLE 702.1
TABLE 702.2. TABLE 702.3,
TABLE 702.4
A"
REVISIONS BY
CUDU cgTATQOB CY MF24-17
CARL G. FORBES
I
z(/u/j
sss s xn
POMPANO BEACK FL
DRAWN
BY:
CAR70S cRA A
1000 S DIXIE HWY. VEST
POMPANO BEACH FLA.
33060
PHONE:561- 445- 9661
EMAIL: carloaviloca2@Gmail.com
DATE
1-lo-n
SCALE:
3/16' = r-C
PROJECT :
NXIM CHURCEIRL
IF THERE ARE NO MARKUPS ON LAYOUT, THEN TRUSSES WILL BE BUILT AS DESIGNED
AND CT WILL NOT BE BACK —CHARGED FOR ANY ITEMS FOUND AFTER THE FACT
OF THE RETURNED LAYOUT
ALL DIMENSIONS AND CONDITIONS THAT EFFECT WD. TRUSSES
MUST BE VERIFIED BY BUILDER AND/OR ARCHITECT BEFORE
ANY PRODUCTION OF WD. TRUSSES
10' 5"
9' 8 1 /2" _
20' 10"
101 511
9' 8 1 /2"
EXT. TRUSS
2' 0"
5/8" PLYWOOD
CUT END OF TRUSS ABOT 5 1/2"
ATTACHED W/5/8" PLYWOOD BOTH SIDES
NAIL WIRH 8D's 3" O.C.
CONNECT FACE OF G1 GIRDER
WITH THD26 HANGERS
EXT.TRUSS END DETAIL
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 8"
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 8"
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
ind
LOADS --
ROOF
FLOOR
SCE7 10 MWFRS
Design Wind Speed: --
- -
170 mph
TCLL
30
40
Type.. _
''._ _-__
(Building
Enclosed
TCDL
15
20
- or
Category importance Factor
--
-
II 1.00
BCDL
10
5
Duration on Factor:
Roof 1.25 / Floor 1.00
BCLL
0
0
Building Exposure: _ -
"C"
TOTALI
55
65
Truss bottom chord analyzed with
10psf non -concurrent
live load
30 psf concurrent live load on trusses designed with storage space.
TRUSS HANGER INFORMATION
Check TRUSS ENGINEERING for gravity and uplift values. If the
value exceeds the capacity of a hanger shown below, then it is
the responsibility of the builder to provide a suitable connection.
All 2-ply hanger values are based on a 2-ply supporting girder.
HANGER
GRAVITY FASTENER
CONN.
ROOF FLOOR UPLIFT GIRDER TRUSS
A
THD26
2x6
3060 2645 2265 1846d 12-10d 1 112"
B
THD28
-2x8
4485 4115 2330 28-16E 16-10d 1 112"
C
THD26-2
2x6
3355 2770 2340 18-16d 12-10d
D
THDH26-2
2x6
5245 4375 2340 20.16d 8-16d
E
THDH26-3
2z6
5245 4375 2340 20-16d 8-16d
F
THD28-2
2x8
5005 4310 2596 2846E 16-10d
G
THDH28-2
2x8
8025 7360 3330 36-16E 10-16d
H
THDH28-3
2x8
1 7835 7595 4370 36-16d 1246d
I
THD46
-
2x6
3175 I 2540 2285 18-16d 12-10d ----
J
HJC26
2X6
U90 2135 16-16d . 5-10d
K
SKHH46LIR
2x6
2100 i 1680 1345 12-16d ! 6-16d
L
SKHH26L/R
2x6
1890 1510 2190 18-76d 12lWx112
M
SKHH26L-21R-2
2z6
2100 1680 895 11-16tl 4-16dz2 7/2
- -
NI
I
- - 1�i
O
GTW$2T
2x8
10900 8720 8435 22 - WS3 16 -WS3
S3
P
GTWS3T
2x8
- -
12470 11100 12490 28-WS3 1 24-WS3
Q
_-..
GTW84T
2x8
12470 11100 12490 i 28 - WS3 24 - WS3
MSTAM241HTWM20
Connection
-
R
OR EQUAL.
by bldr.
1545 5 114' Tapcon 9.10d
I -.
B
T
RT16A OR EQUAL
Connection
- - 1380 8-10d 9-10dx1-1IT'
by bldr
X
2-RT16A OR
EQUAL
Connection
by bldr.
2760 16-10d 18A0dx14/2"
_
Y
Z
(CONNECTOR BY BLDR
**IMPORTANT INFORMATION**
ALL REACTIONS, UPLIFTS, ETC. ARE THE RESPONSIBLITY OF THE
ENGINEER OF RECORD, PER LOCAL CODE. REFER TO THE STRUCTURAL
FRAMING FOR INFORMATION. CT IS NOT AND WILL NOT TAKE ANY
RESPONSIBILITY FOR ANY TYPE OF THIS INFORMATION. THIS
INFORMATION IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF
RECORD.
BEARING HEIGHT DISCLAIMER:
IT IS THE SOLE RESPONSIBILITY OF THE ARCHITECT OR PROJECT
ENGINEER REGARDING BEAM ELEVATIONS AND BREAK LOCATIONS FOR
CHANGES IN BEAM HEIGHTS. CT BEAM HEIGHT SCHEDULE IS A
GUIDELINE ONLY. REFER TO ARCHITECTUAL AND STRUCTURAL
DRAWINGS FOR THIS INFORMATION. CT IS NOT AND WILL NOT BE
RESPONSIBLE FOR THIS INFORMATION.
FIELD BRACING is not the responsibility of the truss fabricator, truss designer, or plate
manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding
temporary and erection bracing which is always required to prevent toppling and dominoing
during erection, and permanem bracing which may be required in specific applications.
Trusses shall be erected and fastened in a straight and plumb position. Where no direct
top chord sheathing is applied, trusses must be braced at 24" on center maximum. Where
no direct bottom chord sheathing is applied, trusses must be braced per local code.
Trusses must be handled with extreme care during erection to prevent damage or personal
injury. Refer to truss engineering for connection and bracing requirements. These
calculations are supplied in order for the ENGINEER OF RECORD to adequately provide for
connection and integration of the roof assembly to the supporting structure. Designers of
supporting connections are SOLELY responsible for the integrity of their product.Trusses
remain our property until paid for in full. Truss layouts and engineering may not be
reproduced in part or in full under any circumstances.
SHOP DRAWING APPROVAL
THIS PLACEMENT PLAN MUST BE APPROVED PRIOR TO COMMENCING
OA DA (A A A DA OA OA O OA q A 12 12 TRUSS ENGINEERING OR FABRICAITON. THE BUILDER MUST VERIFY THE
5 COORDINATION OF ALL THE INFORMATION IN THIS PLAN WITH THE
ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY VARIATIONS
CD EJ8 0. G1 2 MJk GIRD BOT. 10'-0" / 8'. 8' / BETWEEN THE FINAL PLACEMENT PLAN AND THE ARCHITECTURAL OR
\ / STRUCTURAL PLAN IS THE SOLE RESPONIBILITY OF THE CUSTOMER,
(h GB7 \ / N CM / AND ANY EXPENSES INVOLVED IN CHANGES AFTER TRUSS FABRICATION
�t IS THE RESPONSIBILITY OF THE CUSTOM AND NOT CUSTOM TRUSS LLC.
0
TRUSS END DETAIL
VERIFY ALL DIMENSIONS, WALL HGT.s, COL. HGT.s & LOCATION
GIRDER LOCATIONS, CLG HGT.s, COFFER CLG. LOCATIONS
END DETAILS, PITCH, FASCIA, O.H. & CANT
SOME DOWN FRAMING REQ. BY BLDR.
DROP CLG., CEILING CHANGE & COFFER CLG. AREAS
EXT.TRUSS END DETAIL
RECE
OCT 3
PEH;Ji
St. Lucie
Approved By: Date.
NOTE: Horizontal and Vertical Truss reactions and uplift
calculations are provided by CUSTOM TRUSS LLC.,
for the JOB ENGINEER OF RECORD to accurately provide
support for the ROOF TRUSS SYSTEM and for proper
connection of the ROOF TRUSS SYSTEM to the supporting;::
structure.
State of Florida Registered Engineer '
CARL G. FORBES, PE
FL.Reg.Nos 20699
555 W. POMPANO PKWY.
POMPANO BEACH, FL. 33069
(954) 682-6651 Dale:
Revisions:
CUSTOM TRUSS
1890 W. ATLANTIC AVE.
DELRAY BEACH, FL 33444
PH: (954) 786-8800
FAX: (954) 786-8804
SOLTY PLUMBING
Job Name:
CESPEDES RESIDENCE PAVILLION
Job Address:
C24 CANAL ROAD
Subdivision: Lot: Block:
t 4 ST: ZIP:
R RICE FL
Scale: Date:
1/4"=1' 10/22/2017
#171222
.I � C1013Y