HomeMy WebLinkAboutApproved 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
_O
O
N
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
5/12
101511
5/12
9' 8 1 /2"
37' 411
20' 1011
101511
9' 8 1 /2"
A3
37' 4'1
O
O
N
21 01'
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
HEEL HEIGHT = 6 3/6"
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
12
5 l7
4/12
VAULT
n
TRUSS END DETAIL
jlC �I � c�
I
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
AREWORK
SUB,IECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE 0-00",
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHOO COMPLIANCE
WRH FSC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVEF)
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 8"
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
12
5�
8"
12
TRUSS END DETAIL
1104 - 0605
ST. LUCIE COUNTY' T LkNCE n
REVIENED FOR CO. L+aJL
VIEWED Bi'
U�TDATE
OR NO LNSPECTION WILL BE 4ADE -NffT NJUST BE MT ON JOB
`I p'TICIi i1,CEN ti%
,r�r,�I.,r;NraLo
Iv�1T'
c C
c. I
' 6 F
rJ T4: T4E DESIGN
rdSTH THE
li:i r t r R IIt!.L YTS. CON..
TO �E CON-
1 , G8 �I F OR 1fIFORMATION
tJLD A.Ni3 r .I rll.
r NAT hNS EOAIa'' FL VJ WE FAf FiIC/ (IJrI PF •:USES OR TO
d EONidIOULS Of Cnit,T,rr)CTION; AND FG'i "CCRDINATION OF
Tk1E VI OF ALL TRACE">.
I`N.VVLDDARCHITECTUR NC.
J/113Y_
—
Wind Load Type.
LOADS
ROOF
FLOOR
ASCE 7-10 MWFRS
Design Wind SIDES&
170 mph
TCLL
30
40
Building Type:
Enclosed
TCDL
15
20
Category importance Factor:
II 1.00
BCDL
10
5
Duration Factor:
Roof 1.25 / Floor 1.00
BCLL
0
0
Building Exposure:
"C"
TOTAL
55
65
Truss bottom chord analyzed with
10psf non -concurrent
live load
30 psf concurrent We 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 26" 2266 18.16d 12-10d 1 112"
B THD2B 2zB 4485 4115 2330 28-16d 16-1ad 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 2.6 5245 4375 2340 20-16d 8-16d
F THD26.2 2x8 5005 4310 2695 28-16d III
G THDH28-2 2.8 8025 7360 3330 36-16d 1046d
H THDH28-3 2x8 7835 7595 4370 36-16d 12-1 lad
I THD46 2x8 3175 2540 2285 18-16d 12-10d
J HJC26 2X6 3490 2135 16-16d 5.10d
K SKHH46LJR 2x6 2100 1680 1345 12-06d 6.16d
L SKHH26UR 2x6 1890 1510 2190 18-16d 12-10dx142
M SKH1-126L-tiR-2 2.6 2100 1680 895 12-16d 4-16dx2-112
N
O GTWS2T 2x8 10900 8720 8435 22-WS3 16-WS3
P GTWS3T 2z8 12470 11100 12490 28-WS3 24-WS3
Q GTWS4T 2x8 12470 11100 12490 28-WS3 24-WS3
R MSTAM24MTWM20 Connection - 1545 5 114" Tapcon 91
OR EQUAL by bldr.
s
T RT16A OR EQUAL Connection 1380 8-10tl 8.10tlzt-112"
by bldr.
x 2-RT16A OR Connection _ 2760 11 1840 ixb112"
EQUAL by bldr.
Y
Z CONNECTOR BY BLDR
**IMPORTANT INFORMATION"
ALL REACTIONS, UPLIFTS, ETC. ARE THE RESPONSIBILITY 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
.Pers persons erecting trusses are cautioned to seek
professional advice regarding
manufacturer.rao g p 9 g
temporary and erection bracing which is always required to prevent toppling and tlomition
during erection, and permanent bracing which may be required in specific applicationss.
Trusses shallbe 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 botom chord sheathing is applied, trusses must be braced per local code,
during erection to prevent damage or personal
Trusses Refer
to truss tl with extreme care on a ct p g
injury. Refer to truss engineering far 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
TRUSS ENGINEERING OR FABRICATTON. 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 CUSTOM TRUSS 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 supporting
structure.
State of Florida Registered Engineer � � 2j '! „ji1�"I
CARL G. FORBES, PE
FL.Reg.Nos 20699
555 W. POMPANO PKWY. r-�a
so
POMPANO BEACH, FL. 33069-
(954) 682-6651 Date {
Revisions:
-494 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:
City: S I
FORT PIERCE°Fliv
Drawn By: e: Date:
B GURDA 1/1 4/14/2017
Job Number:
#170465
N
103
3"
DENOTES
PROPOSED
o DECK AND
o LANDSCAPE
N AREAS
43'-3"
LOT BOUNDARY - -- - - - - - - - - - - - - --- - - - - -- - ---------- -- - - --
LANDSCAPE AREAS
NATIVE VEGETATION
110
POOL PAVILION
OIL25.0' NAVD
FIN. FL
23'-0"
DENOTES
PROPOSED DECK
AND LANDSCAPE
AREAS
I
N
t4l
10" 38'-6" 40 -3"
UL LJ..I
,Kt O
\(n
1 4" FT POOL
SLOPE
(BY OTHERS)
POOL DECK
�I
02
24.5' NAVD_qF
ROUGH FIN. FIL
I
I
1 4'/FT 1 4" FT
vc SLOPE SLOPE
------------------ ------------------------- - - - -- ---- 4cUzzI____T -------
(BY OTHERS)
TER FALL
\� POOL DECK
(BY OTHERS)
II „
I
1 4 FT
SLOPE
SUMMER KITCHEN EN
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R E'EZ EW AY
Ij25.0 NA ✓D
SIN.- r
7'-0" 1 34'-6" I I 7'
0
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24.5' NAVD
ROUGH FIN. FL
OIL24.0- NAVD
ROUGH FIN. FL
I i 1
N IN
55'-9" 12' 0"
0
LANDSCAPE AREA
OR SOD
LANDSCAPE AREA
OR SOD
NORTH
112 i SITE PLAN
I
SCALE: 1 /8" = 1'-0"
FINNVOLD ARCHITECTURE, ZINC.
POOL, POOL DECK & POOL PAVILION 8000 N. FEDERAL HWY. SUITIE 118
BOCA RATON, FL 3 3 4 8 7
COVERED AREA = 778 S.F. P. 561 306 4286 F. 561 9,53 5210
" iE If A A 26002586
SITE PLAN KEY NOTES
101 CONTRACTOR TO COORDINATE LOCATION/CONNECTION OF
TELEPHONE, CABLE AND ELECTRICAL SERVICE WITH ST LUCIE
COUNTY UTILITIES DEPARTMENT.
102 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
104 TANK -LESS GAS WATER HEATERS
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
TO COORD. W/UTILITIES DEPT., MEP, & CIVIL DWGS.
108 NEW SEPTIC SYSTEM & DRAIN FIELD LOCATION. CONTRACTOR TO
COORDINATE WITH UTILITIES, CIVIL AND MEP DRAWINGS
109 ELECTRICAL METER/ OR SUB PANEL. REFER TO ELECTRICAL
DRAWINGS FOR DETAILS. COORD. W FPL.
110 DENOTES NEW UNDERGROUND ELECTRIC.
CONTRACTOR TO COORDINATE WITH FPL
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
18 ALUM. GATE (STYLE TO SELECTED BY OWNER)
119 4'6" H. ALUM. FENCE (STYLE TO SELECTED BY OWNER)
120 24"x24"x6'0 HI. CONCRETE BLOCK PIERS, SEE DETAIL SHEET AO.07
12"xl2"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
4'6"'H (2' MESH) ALUMINUM CHAIN LINK FENCE BY OTHERS,
122 CONTRACTOR TO COORDINATE WITH OWNER. PROVIDE SHRUBS
PLANTED AT 24" ON CENTER And MIN. 30" FROM FENCE. SEE
LANDSCAPE PLANS.
3 RAIL HORSE BOARD WOOD FENCE BY OTHERS, CONTRACTOR
123 TO COORDINATE WITH OWNER. RAMM HORSE FENCE AND STALLS
(800)434.8456
PREFABRICATED WOOD AND ALUMN. PANEL STALLS BY OTHERS,
124 CONTRACTOR TO COORDINATE WITH OWNER. RAMM HORSE FENCE
AND STALLS (800)434.8456
RECEIVED AP?: z317
NS AND DETAILS INDICATED OR
TED BY THIS DRAWING ARE FOR THE USE ON
ONJUNCTION WITH THE SPECIFIED
THIS IS THE PROPERTY OF RNNVOLD
LURE, INC. AND SHALL NOT BE USED OR
-ED WHOLE OR IN PART WITH -OUT
ERMISSION OR BE LIABLE FOR THE FULLEST
'OURSE. THE CONTRACTOR SHALL VERIFY
VG CONDITIONS AND DIMENSIONS AND
EARCHITECT OF ANY DISCREPANCIES
THE D(ECUTION OF THE WORK,
NEW RESIDENCE
OR MR. CESPEDES
PARCEL ID
32-24-111-0002-D00-2
C-24 CANAL RD
SAINT LUCIE COUNTY
2.27.17
1701
REVISIONS
PERMIT SET
4.26.17
CONSULTANTS
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FINNVOLD ARCHITECTURE, INC.
8000 N FEDERAL HWY SUITE1 18
BOCA RATON, FL 33487
P 561.953.5200 F 561.953.5210
structural and MEP engineer
CARL G. FORBES PE
555 SOUTH POMPANO PARKWAY
POMPANO BEACH, FL. 33069
P 954.682.6651 F 954.903.4284
carlforbes@bellsouth. net
landscape consultant
Grasshoppers Landscape and Deg
10480 W Atlantic Ave
Delray Beach, FL 33446
ph: 561 638 2356 Fax: 561 638 9704
Civil en
Knight, McGuire & Assoc. Inc.
80 Royal Palm Pointe, suite 401
Vero Beach, FI. 32960
772-569-5505
GENERAL NOTES
LOCATION MAP
CESPEDES RESIDENCE
ST. LUCIE COUNTY. FLORIDA
�N
FINNVOLD ARCHITECTURE, INC.
HATCH AREA DENOTES
PROPOSED LOT LOCATION
FOR NEW HOME
01 GENERAL REQUIREMENTS
01 04 CLEANING AND WASTE MANAGEMENT
08 OPENINGS
09 06 CEMENTITIOUS COATINGS
0. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF
08 01 OPENINGS
0. ALL CEMENTTTIOUS COATINGS TO BE 5/8" THICK MINIMUM, APPLIED IN
23 HEATING, VENTILATION, AND AIR CONDITIONING
01 01 GENERAL INFORMATION
ALL TRASH DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM
A. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S
TWO COATS, AND PAINTED
DAMAGE, SOILING, PAINT, OVER SPRAY, ETC. ALL FIXTURES, EQUIPMENT,
SPECIFICATIONS PRIOR TO CONSTRUCTION OF SHELL.
b. CONTINUOUS EXPANSION JOINTS SHALL BE INSTALLED AT ALL AREAS OF
23 01 REFER TO MECHANICAL DRAWINGS FOR NOTES, REQUIREMENTS AND
A ALL WRITTEN DIMENSIONS & NOTES SHALL SUPERSEDE SCALE & GRAPHICS
GLAZING, FLOORS, ETC. SHALL BE LEFT CLEAN AN READY FOR
DISSIMILAR MATERIALS, MULTIPLE STORY PLATE LINES, OR NEW/EXISTING
SPECIFICATIONS
OCCUPANCY UPON COMPLETION OF THE PROJECT
B. ALL EXTERIOR WINDOWS AND DOORS SHALL APPROVED HURRICANE
CONSTRUCTION JOINTS.
B_ COORDINATE ALL PHASES OF CONSTRUCTION WITH OWNER
03 CONCRETE
WINDOW` &DOORS, OR WILL HAVE AN APPROVED HURRICANE SHUTTER
C. PER ASTM C 1063, EXPANSION AND OR CONTRACTION JOINTS SHALL BE
26 ELECTRICAL
C. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE
03 D1 REFER TO STRUCTURAL DRAWINGS FOR NOTES, REQUIREMENTS AND
PROTECTION
INSTALLED IN WALLS NOT MORE THAN 144 S.F. IN AREA AND NOT MORE
THAN 100 S.F. IN ALL HORIZONTAL APPLICATIONS. THE DISTANCE
26 01 REFER TO ELECTRICAL DRAWINGS FOR NOTES, REQUIREMENTS AND
CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SPECIFICATIONS
C. WINDOW AND DOOR BUCKS ARE CONSIDERED AS FILLERS AND THE WINDOW
BETWEEN JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A
SPECIFICATIONS
SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND
AND/OR DOOR SHALL BE SECURED TO THE STRUCTURE THROUGH THE
LENGTH —TO —WIDTH RATION OF 2-1/2 TO 1
PROGRAMS IN CONNECTION WITH THE WORK, AND THE ARCHITECT WILL NOT
FOR
BUCKS IN ACCORDANCE WITH THE MANUFACTURER'S PRODUCT APPROVAL
26 02 ALL ENERGY STAR APPLIANCES. FINAL SELECTION AND PURCHASE TO
BE RESPONSIBLE THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK
04 MASONRY
AND SPECIFICATIONS
BE COORDINATED WITH OWNER.
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT
10 SPECIALTIES
BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR
04 01 REFER TO STRUCTURAL DRAWINGS FOR NOTES, REQUIREMENTS AND
D. GLASS IN INTERIOR DOORS AND/OR SIDELIGHTS SHALL BE TEMPERED
/
10 01 INSTALLATION: ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE
OMISSIONS OF THE CONTRACTORS,SUBCONTRACTORS OR ANY OF THEIR
SPECIFICATIONS
WITH THE RESPECTIVE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND
28 ELECTRONIC SAFETY AND SECURITY
AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE
E. ALL EXTERIOR DOORS AND DOORS INTO GARAGE SHALL HAVE WEATHER
APPROVED INSTALLATION DRAWINGS
WORK.
STRIPPING AND METAL THRESHOLD
28 01 SECURITY SYSTEMS SHALL BE COORDINATED WITH HOMEOWNER,
D. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO ANY CONSTRUCTION AND
05 METALS
11 EQUIPMENT
PERMIT IS BY OTHERS. CONTRACTOR TO COORDINATE PREP WORK
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
F. REFER TO DOOR & WINDOW SCHEDULES FOR ADDITIONAL INFORMATION &
11 01 RESIDENTIAL APPLIANCES: REFER TO PLAN FOR QUANTITY AND LOCATION
AND INSTALLATION
05 01 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ARCHITECT
SPECIFICATIONS
AND COORDINATE WITH OWN€R FOR APPLIANCE (MODEL) SELECTION
E. CONTRACTOR TD NOTIFY THE ARCHITECT PRIOR TO ANY WORK IF FIELD OR
FOR REVIEW AND APPROVAL OF STRUCTURAL METAL
31 EARTH WORK
SITE CONDITIONS PROHIBIT EXECUTION OF DETAILS AND PLANS AS PERMITTED.
09 FINISHES
31 01 EARTHWORK
F. ARCHITECTURAL DWGS, SHALL BE USED IN CONJUNCTION WITH STRUCTURAL,
06 WOOD, PLASTICS AND COMPOSITES
09 01 REFER TO FINISH SCHEDULES FOR MANUFACTURER, LOCATIONS, AND
COLORS, OF FINISHES. ARCHITECT WILL COORDINATE COLOR SELECTIONS
a. PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE
MECHANICAL, ELECTRICAL PLUMBING & SITE SPECIFICATIONS DWGS SUCH AS
06 01 ALL WOOD IN CONTACT W/MASONRY OR STEEL TO BE PRESSURE
AND FIXTURE SELECTIONS PRIOR TO CONSTRUCTION
12 FURNISHINGS
FINAL SOILS, COMPACTION, AND GEOLOGICAL REPORTS
CIVIL, SURVEY, SOIL TEST AND SITE PLAN,
TREATED
12 O1 MANUFACTURED WOOD CASEWORK
REFER TO PLANS FOR SIZE$ AND LOCATIONS
b. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED
G. UNLESS SITE SPECIFICATIONSALL
ARE PROVIDED ARCHITECTURAL DWGS WILL BE
06 02 SHOP FABRICATED WOOD TRUSSES
09 02 GYPSUM BOARD ASSEMBLIES
0.
b. CABINETRY BOXES AND DOORS TO BE CONSTRUCTED OF PLYWOOD
ON A SOIL BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN
VOIDED. REPEATING OF THESE DRAWINGS WITHOUT WRITTEN PERMISSION OF
A. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ARCHITECT FOR
REVIEW AND APPROVAL
A. STANDARDS: ALL WORK SPECIFIED HEREIN SHALL BE IN ACCORDANCE
OR HARDWOOD
VERIFICATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR
FINNVOLD ARCHITECTURE INC. IS UNLAWFUL AND WILL BE SUBJECT TO LEGAL
WITH THE "AMERICAN STANDARD SPECIFICATIONS FOR THE
TO THE START OF CONSTRUCTION
RECOURSE (INCLUDED BUT NOT LIMITED T0: REPEAT FEES, FINES, LITIGATION
B. COMPONENT AND CLADDING PRESSURE IS RECOMMENDED FOR
APPLICATION AND FINISHING OF GYPSUM WALLBOARD", AS APPROVED
12 02 COUNTERTOPS: REFER TO FLANS FOR COUNTER TOP AND BACK SPLASH
31 02 SELECTIVE TREE AND SHRUB REMOVAL
FEES, ETC.)
WIND PRESSURES FOR TRUSS DESIGN, TRUSS ENGINEER IS
BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION.
SIZES AND LOCATIONS. COORDINATE WITH MANUFACTURER SPECS.
0. WHEN CLEARING PROPERTY, DO NOT DISTURB NATIVE TREES WITH A
RESPONSIBLE FOR THE PERFORMANCE OF THE TRUSS SYSTEM
APPLICABLE HEREOF ARE HEREBY MADE A PART OF THIS
TRUNK THICKNESS OF 6" OR GREATER, UNLESS IN THE FOOTPRINT
H. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE
SPECIFICATION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE
OF THE FOUNDATION
CONSTRUCTION OF THE PROJECT INCLUDING A N
ALL APPLICABLE STATE, CITY A
C. ANCHORS AT WALLS AND SUPPORTS SPECIFIED I
ORTS SHALL BE AS SPECI ED N
CALLED FOR IN THIS SPECIFICATION, IN LOCAL CODES, DR BY THE
31 03 FILL COMPACTION
AL, MB NG, LIFE SAFETY
COUNTY BUILDING ZONING ELECTRIC MECHANICAL PLUMBING,
THE STRUCTURAL DRAWINGS NOT U P REACTIONS
DON USE UPLIFT FI EA
MANUFACTURER
NU RER OR THE GYPSUM WALLBOARD WHOSE REQUIREMENTS
E
a OLLO L RE 0 0 LS AND NFORM TION
FOLLOWING SOIL REPORT FOR SPECIFIC DETAILS INFORMATION
AND FIRE CODES. THE CONTRACTOR SHALL R S
VERIFY ALL CODE REQUIREMENT
FROM TRUSS CALCULATIONS
R CULATONS FOR CONNECTORS
,
SHALL BE FOLLOWED.
22 PLUMBING
REGARDING THIS SITE. FILL SHALL BE CLEAN, WELL GRADED SAND
AND THE CONSTRUCTION DOCUMENTS AND BRING ANY CONCERNS TO THE
22 01 REFER TO PLUMBING DRAWINGS FOR NOTES, REQUIREMENTS AND
MATERIAL FILL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12"
ATTENTION OF THE ARCHITECT.
07 THERMAL AND MOISTURE PROTECTION
B. ALL GYPSUM BOARD SHALL BE 5/8" THICK, FINISHED AND PAINTED
SPECIFICATIONS
AND COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557). AT
ALL BATHROOMS TO HAVE DENSEESSHIELD OR DENSARMOR MOISTURE
22 02 RESIDENTIAL PLUMBING FIXTURES
LEAST ONE DENSITY TEST SHALL BE MADE PER 2500 S.F. OF
01 02 SHOP DRAWINGS, PROJECT DATA AND SAMPLES
07 01 REFER TO ENERGY CALCULATIONS FOR MINIMUM REQUIRED
RESISTANT BOARD THROUGHOUT AND REDGUARD WATERPROOFING OR
A. REFER TO PLUMBING PLANS FOR FIXTURES QUANTITY AND LOCATIONS
COMPACTED AREA (VERIFY WITH SOIL REPORT). THE RESULTS OF
A. THE CONTRACTOR SHALL SUBMIT (3) THREE COPIES OF REVIEWED AND
R—VALUES, SHGC AND SC OF BUILDING INSULATION
EQUAL
B. FIXTURES ARE SELECTED WITH HOMEOWNER
PROCTOR TEST(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED
STAMPED SHOP DRAWINGS OF ALL FABRICATED ITEMS AND EQUIPMENT FOR
C. AIR HANDLER CLOSETS SHALL HAVE DENSARMOR BOARD ON INSIDE
TO THE ARCHITECT/ENGINEER
THE ARCHITECT'S REVIEW PRIOR TO FABRICATION AND COMMENCEMENT WITH
THE WORK
07 02 ATTIC INSULATION SHALL BE R-20 MIN. ICYNENE. CONTRACTOR TO
09 03 NON STRUCTURAL METAL STUD FRAMING: METAL STUDS SHALL BE 25 GA.
22 03 RESIDENTIAL GAS APPLIANCES
A. REFER TO PLUMBING PLANS FOR FIXTURES QUANTITY AND LOCATIONS
33 UTILITIES
B. ALLOW 14 DAYS FROM ARCHITECT'S RECEIPT OF SHOP DRAWINGS FOR
COORDINATE ENERGY CALCULATIONS WITH REQUIRED INSULATION
VALUE.
MINIMUM, SPACED AT 16" O.C.
B. FIXTURES ARE SELECTED WITH HOMEOWNER
33 01 UTILITIES: CONTRACTOR TO COORDINATE REQLIIREMENTS WITH
REVIEW TIME
07 03 PROVIDE LIQUID FLASHING AS REQUIRED TO ALL NEW OPENINGS
09 04 ALL TILES OR STONE IN BATHROOMS SHALL HAVE A SLIP RESISTANT
UTILITY, GAS AND SEPTIC COMPANIES PRIOR TO CONSTRUCTION.
"
COEFFICIENT 0.6 MIN. (WHEN WET) AND BASE MATERIAL
CONTRACTOR T
V. RIFY CONDITIONS AND LOCkTION PRIOR ANY
01 03 TEMPORARY EROSION AND SEDIMENT CONTROL
07 04 3a RIGID INSULATION R:4.4 MIN. OR EQUAL FOIL INSULATION
WORK PER ORO
A. CONTRACTOR TO MAINTAIN SILT FENCE DURING CONSTRUCTION, AND REMOVE
FROM THE PROPERTY WHEN CONSTRUCTION IS COMPLETE
09 05 PAINTIINCj3 ALL STUCCO AND GYPSUM BOARD SURFACES SHALL BE PAINTED
WITH BENJAMIN MOORE OR SHERWIN WILLIAMS PAINT.
B. REFER TO SITE PLAN FOR SILT FENCE DETAILS
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
ALLDESIGNSAND DETAILS INDICATED OR
REPRESENIEDBY 1HISDRAWINGAREFORTHE USEON
AND IN CONJUNCTION WITH THE SPECIFIED
PROJECT. THIS ISTHE PROPERTY OF FINNI
ARCHITECTURE, INC. AND SHALL NOT BE USED OR
REPRODUCED WHOLE OR IN PART WITH 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 DBSCREPANCIES
PRIOR TO THE EXECU[ION 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
41a.n7
CONSULTANTS
y�
Vv
PARTITION LEGEND
TYP. EXTERIOR WALL — 5/8" STUCCO ON 8" CONIC. BLOCK
ON BOTH SIDES. PAINT BOTH SIDES
7' HIGH WALL — 5/8" STUCCO ON 8" CONC. BLOCK ON
BOTH SIDES. PAINT BOTH SIDES.
DENOTES COLUMN. STEEL COLUMN WITH DECORATIVE
WRAP (TYP) ON CONCRETE BLOCK BASE WITH STONE
VENEER
SYMBOLS LEGEND
® NEW DOOR SYMBOL
NEW WINDOW SYMBOL
y�
ELEVATION MARK
T
4 Pc.} 2 INTERIOR ELEVATION MARK
3
— ELEVATION TARGET
x
SECTION MARK
KEYNOTES
O36" HT, 24" DEEP BASE CABINETS
WIDTHS VARY. SEE PLANS
OB 24"x4B" ATTIC ACCESS W/PULLDOWN LADDER, PROVIDE 100
S.F. AREA OF 5/8" PLYWOOD AROUND ATTIC ACCESS FOR
STORAGE SUPPORT
OC 12" DEEP UPPER CABINETS
DO SINK WITH DISPOSAL
Ea FULL HT TILE BACKSPLASH, TYPICAL
OF TV & OUTLET & CABLE CONNECTION 05'-0" A.F.F. COORDINATE LOCATION IN
FIELD WITH HOMEOWNER.
GO SUMMER KITCHEN BUILT-IN. STL MT STUDS WITH DURAROCK AND STUCCO
O PRE-FAB WATERPROOFED SHAMPOO CUBBY
OINSTALL TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES FOR
HOT WATER AS REQUIRED.
O TOILET PAPER HOLDER
KO TOWEL BAR
LO BEVELED MIRROR
OM ICE MAKER
NO 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 GA
MTL STUDS 0 W O.C. W/ HORIZ. REINF.
5. BUILDING SHALL 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.
8. 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 SQ. FT. THE BOTTOM OF THE OPENING
SHALL NOT BE MORE THAN 44" ABV. 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 RENEW 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.
ELDORADO STONE-bENEER
REBAR (WHERE OCCURS)
MORTAR SETTING BED
MORTAR JOINT
CMU WALL
OVER CMU WALL
NORTH
FLOOR PLAN
SCALE: 3/16" = 1'-O"
POOL PAVILION
_
...... VAULTEDCOUNG$ ____.
_......
_-_-__.........
4
U.
VAULTED
VAULTED _
CEI ING
?
C�IUNG
�Q
_
oU
Z
-
-....
J
w
4
... > v..
REFLECTED CEILING PLAN
SCALE: 3/16" = 1'-O"
METAL ROOF. BRONZE FINISH
N
DENOTES 6" ALUM.
GUTTER
I
7
9
T
I:y��Tl7
ROOF PLAN
SCALE: 3/16" = 1'-0"
NOW
103
d
—7
i OPEN
TO EXTERIOR
LOUVERED PANEL
F'H WALL
MPACT
VEXT DR CO.
:D OUTSWI
DOOR
(8' IMPACT
VEXT DR CO.)
D OUTSWING
DOORS
STANDING SEAM MTL ROOF. —
BRONZE FINISH
r.o.B.
---------8•—O" DOOR
HEADER
STONE VENEER AND
STONE LEDGE
DENOTES LOUVERED PRIVACY
DOOR/PANEL ® SHOWER
NORTH ELEVATIO
SCALE: 3/16" = 1'-O"
+Tfi'-s•
\_ RIDGE
T.O.B.
— — — — — B•-0" DODR
ROOF SCHEDULE
PRODUCT APPROVAL MANUFACTURER DESCRIPTION COLOR
13-0228.06 SOUTHEASTERN METAL STANDING SEAM METAL BRONZE FINISH
MANUFACTURING CORP. ROOF
DOOR SCHEDULE
N0.
LOCATION
DESCRIPTION
SIjE
WIDTH HEIGHT THICK
MATERIALS
HARDWARE
REQUIRED WIND
PRESSURE
PROD.
APP. #
RATED
PRESSURE
FRAME
FACE
CORE
LOCKSET
D100-4
GARAGE SIDE
LH.S.S.
SERIES S-808—IL OUTSWING STEEL LOUVERED IMPACT
2'-8"
8'--0'
--
--
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
DEADBOLT/LOCKSET
DEADBOLT/LOCKSET
+49.16/-52.48 PSF
+49.16/-52.48 PSF
15-0728.04
15-0728.04
+70.0/—' 0.0 PSF
+70.0/-70.0 PSF
D101-4
GARAGE SIDE
D.D.S.S.
SERIES S-808—IL OUTSWING STEEL LOUVERED IMPACT
(2)2'-8"
8'-0'
NAVD)
1
SOUTH ELEVATION
SCALE: 3/16' = 1'-0"
_ _ 15'-3" _
T.O. RIDGE
:TANDING SEAM METAL ROOF OVER 30 LB FELT
TIN TAGGED UNDERLAYMENT ON EXT. GRADE
PLYWOOD MIN 19/32"THICK WITH 32/16
APA SPAN RATING OVER PRE—FAB
TRUSSES OVER 3X8 EXPOSED RAFTERS
PAINTED WITH 2X6 T&G #1 SELECT CYPRESS
DECKING
(FIN. WITH CLEAR SEALER OR STAIN TBS)
FASCIA —2X6 CEDAR FASCIA BOARD
PAINTED TYP. (BACK PRIME FASCIA
BOARD PRIOR TO INSTALLATION)
WITH P.T. 1X2 NAILER & GALVALUME
METAL DRIP EDGE TO MATCH ROOF.
STEEL COLUMNS WRAPPED WITH
DECORATIVE AZEC OR FIBERGLASS COL
MATCH EXISTING COLUMNS
IN MAIN HOUSE PORCH
CONCRETE BLOCK BASE
WITH STONE VENEER
CONCRETE SLAB WITH 6x6 W14A4 -
WWF ON 6 MIL VAPOR BARRIER ON,
CLEAN COMPACTED SOIL TREAD
AGAINST TERMITES. REFER TO
STRUCTURAL DWGS FOR DETAILS
DENOTES COLUMN FOOTINGS BEYOND.
REFER TO STRUCTURAL DRAWINGS
FOR DETAILS
DENOTES MONOLITHIC SLAB. REFER TO
STRUCTURAL DRAWINGS FOR DETAILS
n'-n" 19r n'Nlsvry
_ FINNVOLD ARCHITECTURE, INC.
— — — — 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
WEST ELEVATION
SCALE: 3/16" = l'-O"
12
4
CLG MOUNTED TV AND \
BRACKET. CONTRACTOR TO
COORDINATE W 7)j OWNER
DENOTES BEAM
REFER TO STRUCTURAL
DRAWINGS FOR DETAILS.
EXPOSED 3x8 RAFTERS
W/ 2x6 T&G DECKING
DECORATIVE FAN/LIGHT FIXTURE
COOR. WITH OWNER
SECTION
SCALE: 1 /2" = 1'-O"
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 PROPFRTY OF FINNVOLD
ARCHITECTURE, INC. AND SHALL NOT BE USED OR
REPRODUCED WHOLE OR IN FART WITH -OUT
WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST
LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY
Al 1- EXISTING CONDITIONS AND DIMENSIONS AND
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
PRIOR TO TI IF FXFCUTION OF THE WORK.
i. +lfi•-s•
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
CONSULTANTS
FLM&,;PLAN Mk
ELEVATIONS
CNFFT
It
_ ns
TE-Ta
STEEL COLUMNS
z�.a^
F 48
TE-12 TE-TB MF-24
:®.I®
■ ■■
------------------------- —I--------
rj I
— J L—_--J
IF
---
■
j C1
48" 0. ■
I
I
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I I �
■
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T-10"
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I
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GR D
I L----�
I
I W/6x6, WI.4xM.4 W.W.M.
■ ■
L___r TF
I
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■
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a,1o:,
C1 48" O.Ct I I
uJ'ER
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-----t LJ
■
----------
®® I
■
■
TE-T
I I
�F 48
TE-TF MF-24
FOUNDATION PLAN
3116' = r-O"
CONCRETE
FOUNDATION
SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
BOTT TOP
MIDDLE
MF-24
24"W X16"D
2 #5 1 #5
SEE DETAIL
CONT. CONC. FTG.
TE-12
12 xi2
CONCRETE CONT.FOOTING
1 #5
SEE DETAIL
F 48
48" X 48"X 24" DP
2-ROWS 2-ROWS
SEE DETAIL
CONCRETE FOOTING
5#5 5#5
F 56
56" X 56"X 24" DP
CONCRETE FOOTING
2-ROWS 2-ROWS
5#5
SEE DETAIL
CONCRETE COLUMN SCHEDULE
REINFORCEMENT
MARK
SIZE
HOOPS
REMARKS
D C-1
8"x 8"
1# 5
NONE
3000 PSI
FILLED CELL
® C_
8% 12"
CONC. COLUMN
4 # 5
# 3 AT 12- O.C.
3000 PSI
■
12"x 12"
CONC. COLUMN
4 # 5
# 3 AT 12" O.C.
3000 PSI
®
3.5" X 3.5" X 1/4"
STEEL COLUMN
SEE STEEL COLUMN DETAIL
® C-1
6" X 6" X 3/8"
STEEL COLUMN
SEE STEEL COLUMN DETAIL
CONCRETE BEAM SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARK
NOTES
BOTT
TOP
MIDDLE
8"x 8"
VARIES
L-1
LINTEL
1 #5
SEE ELEV.
L-2
8"x 16"
1 #5
1 #5
VARIES
LINTEL
SEE ELEV.
BB-1
8"x 16"
1 5
#
1 #5
VARIES
BOND BEAM
SEE ELEV.
8"x 24"
#3 STIRRUPS
VARIES
B-1
CONC. BM.
2 #6
2 #6
2 #6
@ 6" O.C.
SEE ELEV.
B-3
8"x 18"
CONC. BM.
2 #5
2 #5
2 #6
#3 STIRRUPS
VARIES
SEE ELEV.
® 6" O.C.
ADD # 5 REBAR FOR VERY ADDITIONAL 6" IN DEPTH OF BEAM
C1 48"
DOUBLE MESH @ FOOTER
w/ (3) #5'S CONT. ,
w/ (3) #5'S CONT.
STANDARD
MF1 CONTINUOUS FTG
d • J'. a
A .
^� d
w/ (3 #5'S CONT.
24"
MFi INTERIOR FTG (off 8RG WALL
MESH
1-#5 CONT.-
3" MIN. COVER
12'
SHOWER RECESS
TE12
THICKENED EDGE
PAD REBAR EDGE
BARS -ALWAYS,
REMAIN - SPACE
1
OTHERS EQUALLY
I
I '
SEE PLAN
EXERIOR PAD AT.COLUMN
la
Is's1
-- -- I I o J1
°
. IBB-1'
r PITCH I I I❑
m
1
�ICl.7J
❑
L
,
E
E.
ROOF PLAN
STRUCTUAL NOTES
ALL STRUCTURAL LUMBER # BE SYP#2 MIN,
CONCRETE SLAB TO BE 2500 PSI AT 28 DAYS
SOIL BEARING 2500 PSF
ALL REINFORCING STEEL A-615 GRADE 60
CONCRETE BEAMS TO BE 3000 PSI AT 28 DAYS
0 INDICATES TYPICAL Cl COLUMN
8" x 8" FILLED CELL W/ 1 # 5
3000 PS1 CONCRETE
STEEL COLUMN(SEE PLAN)
ANCHOR BOLTS
- SEE MANUFACTURES SPECS
r— GRADE
61-6.
Ell
3116' = r-O"
REINFORCED MASONRY WALL NOTES
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.
CONC. LINTEL 'CASTCRETE'
SEE LINTEL SCHK!' LE TYP, BOND BEAM
I
I
COL STL (SEE
WALL SE
4" MIN. 4" MIN.
(1) # 5 (1) # 5
MIM MDL
FORM & POUR SOLID —
6" DP. ( EA. SILL ).
I
I
I
I
I
I
�
I
I
I
I�
I�
�
�
I
I
I
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`GONG. NLK W I
i
-""BOTTOM OF FOOTER L
----------------------------- - ----------------- -----------
ADD ) # 5 FOR
OPENINGS GREATER
THAN 4'-4"
TYP. WINDOW/ M. 0. OPEN'G IN BLK.
Yi7
TYP .DOOR/ M. 0. OPEN'G IN BLK. WALL
I REVISIONS I BY I
CARL G.
0
O�
A! mg
0 �a�
Q b
N< gar
aI�N
aw0
ba�bm
DRAWN BY:
CARLOS VnACA
1000 S DIXIE HWY. WEST
POMPANO BEACH FLA.
33060
PHONE:561— 445— 9661
EMAIL carlosvilaca203mall.com
DATE
1-lo-n
SCALE:
3116' = r-r
ROJECT
NA'IOR� CHURCHILL
SHEET
NOTES:
- ALL 3/4' DIAM. THp� BOLTS TO BE ASTM A325.
- ALL 14 STEEL PTL .TES TO BE ASTM A38.
- ALL ECIRED MATERIALS ABOVE TO BE EQUAL
-
_'ORBETTER.
AYLOE7N
CONNECTIONS.
BOTHOLESTB/8DAM. FOR 33/4' AMBOLTS
gUrKFT UPLIFT L $�HRU BOLT INMT
LOAD PERPENDICULAR TO GRAIN = 1330 LBS
31,1 N 31f' 11/I'
LOAD PARALLEL TO GRAIN = 2,550 L'BS 10• % 10. 3/4"
- NTH SHORT DURATI(jN"LOAD FACTOR CD=1.33
USING 1.3 FACTOR,1, LBS x 1.3 = 1,729 LBS/BOLT
4-3/4' OF BOLTS
strap
(SEE
3
STUCCO SC
REINF.
(SEE B'.
w1.e�aM
REINF, W 1#
SEE P
4 0 6'-0" O,C,
LL PPLIED WOOD BASE.
EXP. JOINT
CEALL
LLS SOLID
FOUNDATION fSMCOTH4" CONC: SLAB W/Bx8-10/10 MESH
ON 4 HIM VLSQULEN VAPOR BARRIER
EL. 100'-0" 9' DOUBLE MESH ®FOOTER
GRADE :
-
b e x //
ZCOMPACTED
TREATED FILL
17
SEE SCH.
WALL SECTION W/ 2' OVERHANG
ROOF SUPERIMPOSED LOADING
ROOF
ZONE
(TYP.)
ZONE
(TYP.)
LIVE = 3OPSF(SUPERIMPOSED)
DEAD = 25PSF (10 PSF FOR UPLIFT)
A -ZONE (TYP.)
ZONE
(TYP.)
\C:.. ..-..-.. -.7
G\...%....i:: :3iiii:?:%... is.../ A -ZONE
ROOF WIND ZONE DIAGRAM
A.)#5 TOP & BOTTOM
BEAM DETAIL)
ZONE 1 : -38.33 PSF
ZONE 2 : -64.21 PSF
ZONE 3 : -64.21 PSF
A -ZONE :4.45 FEET
WIND ZONE PRESSURE DIAGRAM 9 GA HORIZONTAL REINFORCEMENT # 5 DOWN BAR 36" ABOVE
SLAB 12" HOOK AT FOOTING
REINFORCED FILLED CELL
SEE PLAN FOR SIZ[ AND SPACING.
1/4„ 4„ 16 d nl
8"Xa"X16" 11�
n
'm KNOCK OUT
1/4"
W/2-6/8" A.B.
RECESS CONCRETE 2'
BASE PLATE
STEEL COLUMN PLATE DETAIL STEEL COL TO CONCRETE BEAM
Ti19 t''1e
9 GAUGE HORIZONT,
REINFORCEMENT
EVERY OTHER COUR
8" x 8" x 16" ONCRETE (LADDER TYPE)
MASONRY UNITS
BLOCK REINFORCEMENT
CORNER DETAIL
5/8" CDX
APA RATED
PERPENDICULAR
TO
ry TRUSSES
2 X FASCIA
WITH 3 -16D
ROOF TRUSSES
24" O.C. \y
2X4BLK 24"O.0
4"-0" AT GABLE ENDS
ZONE PLAN ROOF SHEATHING
SHEATHING SCHEDULE
LOCATION PANEL
FASTENERS
SPACING /ZONE
WALLS 5/8" CDX
8d
6" O/C
EDGES /ZONE 4
APA RATED
ring shank
4" O/C
EDGES/ZONE 5
5/8" CDX
ROOF
8d
6" O/C
EDGES ZONE 1
/ZONE 2
APA 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, WITH 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 B-N. CHORD
BRACING, SEE P
FOR LOCATION
BTM. CHORD OF
WOOD ROOF TRUSSES
BOTTOM CHORD BRACING NTS
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)
TYPICAL X/BRACE DETAIL NTS
REVISIONS I BY
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CARLOS VR ACA
POMPANO XBEACHY FLA.
33060
PHONE:561- 445- 9661
EMAIL: carlosvilaca2®Gmail.com
DATE
3-1-1%
SCALE:
Y16'=Mr
PROJECT:
NOMPM-CE3PIEDES
MECHANICAL
PLAN
(NO
AC )
= r-O"
1/47
FAN SCHEDULE o
COMPANY:
PANASONIC
FAN NO.
EF- 1
AREA SERVEp
TOILETS
CFM
50
RPM
1075
WATTS
14
AMPS
.11
VOLTAGE
120-1-60
FAN TYPE
CEILING
CONTROL
LT. SWITCH
EF-1 WITH BACKDRAFT DAMPERS_
GALVANIZED EXAUST
ROOF CAP W/BACKDRAFT
DAMPER SLOPED ROOF CAP.
WIRE MESH SCREEN
INSTALLED
SLOPED
2x4 WOOD BLDCKI G J�
4' GALV. METAL
DUCT 26 GA.
BACKDRAFT DAMPER
4CEILING
NUTONE
EXH,FAN GRILLE
SIZE AS PER AIR
MFR. SPEC'S
EXHAUST EA
DETA
N.T.S.
I i6
1 /
I �
I I
I I
I
II� � I
I
ELECTRICAL PLAN
I/if = 1'-0,
NEW ELECTRICAL "PAVILION" SUB-PANFI �
100A M. C. B PANEL 120 / 240v 1N 3W (SURFACE)
CET
SERVES
CB
P
KW
WIRE-COND.
CKT
SERVES
CB
P
KW
WIRE-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
06
PXSTRGOM LIGHTS
15
1
.8
# 14
05
WP/GFCI RECEPTACLES
20
1
1.5
# 12
08
POOL LTGS
--
--
07
RESTROOM GFCI RECEP
20
1
1.5
If 12
10
POOL PUMP
--
--
09
WATER FALL PUMP
20
1
1.5
# 12
12
POOL FILTER
--
--
11
ICE MAKER
20
1
1.5
# 12
14
JACUZ$I PUMP
--
--
18
SPARE
--
--
16
9PAR1,
--
--
15
SPARE
--
--
18
SPARE
--
--
17
SPARE
--
--
20
SPARE
--
--
19
SPARE
--
--
C.4
FI F[.TRIrAi KlnTCC-
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 MATCH FINISH SH AND INGS REQUIRED
FIIRE RATED ELECTRICAL
ELECTR CAL CONTRACTOR. CLOSED TO
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.
B. 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
WALL NEW CIRCUITS TO BE ARC FAULT PROTECTED NEC 2008 210.12
11ALL NEW RECEPTICLES TO BE TAMPER RESISTANT NEC 406.11
9.0 TOTAL 11.4
CERAMIC TILE
BOND COAT
REINFORMORTAR CB BED ED
BACKING
CERAMIC TILE
INTEGRATED ^DDRAIN
BONDED FLANGE
L-SLOPED REINFORCED FLOOR
MORTAR BED 1-1 3/4' THICK
SHOWER DETAIL
N.T.S.
TO HOUSE
TILE
PLUMBING PLAN
2' VTR I I
ISOMETRIC PLAN
PLUNSING 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 FOR THEAPPROVED OPERATION, THE
SHALL BE REQUIREDFURNISHEDWITHCALL ENECCESSARY ACCESSORIES WETH REQUIPMENT
CONSIDERED
OPTIONAL OR STANDARD BY THE MANUFACTURER EQUIPMENT SHALL NOT
BE ORDERED BASED ON MANUFACTURERS' MODEL NUMBERS.
3. ALL MATERIALS AND EQUIPMENT SHALL RE NEW, FREE FROM DEFECTS
AND WITH FACTORY WARRANTY, PRODUCTS SHALL BEAR RESPECTIVE
A.S.7,11. STANDARD LABELS AND INSTALLED AS PER LISTING 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
SERWCE TO VALVES AND EQUIPMENT OF OTHER TRADES, PROVIDE
U.L LISTED 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 CHANCE 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, Le. 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 WALL$ 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. ISOU.TE 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
PAC( WITH FIRE RETARDANT CAULKING IN CONFORMANCE TO U.L
SPBJIFICATIONS.
12. PLUMING FIXTURES SHALL BE FIRST GRADE VITROUS CHINA CONFORMING
TO LNSI STANDARDS, FURNISH TRAPS, VALVES AND ALL TRIM,
COMPLY WITH ALL CODES AND ORDINANCES. A,ERICAN STANDARD OR EQUAL
1/4' = Hr
PAVILION
POOL
BATH
M \TlN9
NOTE:
PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
TO COMPLY WITH REFERENCED STANDARD AS PER FBC
TABLE P2701.1.
WATER & SANITARY PIPING MATERIAL
MA.TERMAL
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 TABLE 702.1
TABLE 702.2, TABLE 702.3,
TABLE 702.4
CARL G. FO"FS
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DRAWN BY:
CARIDS VIUCA
1000 S DIXIE HWY. WEST
POMPANO BEACH FLA.
33060
PHONE:561- 445- 9661
EMAIL: corlosvllaca203mall.com
DATE
1-Ao-17
SCALE:
_m6` = 1'-0'
ROJECT
1VA7TOR13 CAU1iCF�],