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PROJECT LOG
ISSUED FOR START 04-04-19
ISSUED FOR PERMIT 1 12-07-20
BUYER CHANGES 03-23-21
BLDR REVISION 11-08-21
2
GENERAL NOTES
THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE GTH EDITION
2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE.
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPLICABLE AMENDMENTS.
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017
ABBREVIATIONS
ABV
ABOVE
EXT.
EXTERIOR
AFF
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
B.F.
BI FOLD
FR
FRENCH DOOR
B.P.
BI PASS
FIN.
FINISHED
BILK.
BLOCK
FL
FLOOR
BLW.
BELOW
G.T.
GIRDER TRUSS
BRG.
BEARING
GA.
GAUGE
BTM.
BOTTOM
GALV.
GALVANIZED
CLG.
CEILING
GFl
GROUND FAULTINTERRUPT
CMU
CONCRETE MASONRY UNITS
GL
GLASS
COL
COLUMN
GWB
GYPSUM WALLBOARD
CONC.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT.
CASEMENT
HGT.
HEIGHT
DBL
DOUBLE
HPS.
HOOPS
DIA.
DIAMETER
HR
HOUR
DISK
DISPOSAL
HS
HORIZONTAL SLIDING
DP
DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
DR.
DOOR
INS.
INSULATION
DW
DISH WASHER
INT.
INTERIOR
E.E.
EACH END
LG.
LONG
ELEC.
ELECTRICAL
UN.
LINEN
ELEV.
ELEVATION
LT.
LIGHT
ES.
EACH SIDE
LT.
LAUNDRY TUB
THESE PLANS WERE PREPARED
USING THE 2017 FLORIDA RESIDENTIAL
BUILDING CODE 6th EDITION
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
M.T.
METAL THRESHOLD
STL
STEEL
MAX.
MAXIMUM
SW
SWITCH
MFR.
MANUFACTURER
TEMP.
TEMPERED
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
MIN.
MINIMUM
T.O.
THROUGH OUT
M.O.
MASONRY OPENING
T.O.B.B.
TOP OF MASONRY BOND BEAM
MONO.
MONOLITHIC
T.O,PL
TOP OF WOOD PLATE
MTL
METAL
T.0,T8,
TOP OF TIE BEAM
O.H.D.
OVER HEAD DOOR
TYP.
TYPICAL
O/C
ON CENTER
U.N.O.
UNLESS NOTED OTHERWISE
P.L.F.
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
P.S.I.
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
P.T.
PRESSURE TREATED
W/
WITH
PART'N.
PARTITION
WC
WATER CLOSET
PIT.
POCKET
IND.
WOOD
PLYWD.
PLYWOOD
R.O.
ROUGH OPENING
S.C.
SOLID CORE
S.G.D.
SLIDING GLASS DOOR
SF
SQUARE FOOT
SH
SINGLE HUNG
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL #
MANUF
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
.
E .
A
NOA NO.
824/811
DAB DOOR CO.,
N/A
31W CONFLDL BY ELOO W/ 2- MIN. EMBED.
D. +28.5 PSF
+48.0 PSF -52.0 PSF
- 901.25
0 16070
C.
3-3 4' .EDGE DI AN 6' SP HNC
4 F
FL-20488.10
3080 DR
THEN A TRU
PA
1/4' TAPCON W/ 1-1/4' MIN. EMBED CORNERS 0
D. _ + . PSF
0. PS -5 . S
SGL LITE
4- & 16.5" O/C MAX. SPACING.
-34.7 PSF
499E
S 8
&
6' ONS W 1-1/4' N
D. _ + PSF
S - F
010' O/C MAX. SPACING & 2" FROM EDGE
-34.7 PSF
D
FL 17499.1
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55,0 PSF
010' O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
E
FL 15349.5
6020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/15- TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
F
FL 17499.1
(2) SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P= +29.9 PSF
+55.0 PSF -55.0 PSF
0 10" O/C MAX SPACING & 2- FROM EDGE
-37.7 PSF
G
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/10- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +28.4 PSF
+55.0 PSF -55.0 PSF
0 12- O/C MAX SPACING
-31.2 PSF
H
FL-20468.10
2880 DR
THERMA TRU
SGL IMPACT
1/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS O
D.P= +31.9 PSF
+50.0 PSF -50.0 PSF
SGL UTE
4- & 16.5' O/C MAX SPACING.
-41.7 PSF
I
FL 15348.5
6020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
D.P = +33.4 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
J
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.4 PSF
+55.0 PSF -55.0 PSF
0 IT 0/C MAX SPACING & 2- FROM EDGE
-36.3 PSF
K
FL 15349.5
6020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P. +33.4 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
L
FL 15349.5
3020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MM EMBED
D.P= +33.4 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
M
FL 15349.5
3020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPODNS W/ 1-1/4' MIN EMBED
D.P= +33.4 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
N
FL 15349.5
3020 TRANSOM
MI WINDOWS & OILS
SGL IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +33.4 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
0
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.4 PSF
+55.0 PSF -55.0 PSF
010' O/C MAX SPACING & 2' FROM EDGE
-36.3 PSF
P
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2- FROM EDGE
-34.7 PSF
Q
FL 17499.1
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2- FROM EDGE
-32.7 PSF
R
FL 17499.1
SH 26
MI WINDOWS & DRS
SOL IMPACT
3/i6- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 ID' O/C MAX SPACING & 2- FROM EDGE
-32.7 PSF
PRODUCT
MODEL
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
MAX. HORIZ
MI WINDOWS
& DOORS
1/4- TAPOONS W/ 1-1/4- MIN EMBED
(4) FASTENERS PER CUP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.4 FL
53 .
RDOFlNG
NOA NO. 18-0829.04
EAGLE ROOFING
tOd RING SHANK NAILS
-83.4 psf
-172 psf.
CAPISTRANO CONCRETE TILE
PRODUCTS(2)
ROOFING
NOA NO. 17-0614-.22
POLYGLASS USA
MEMBRANE POLWIICK TU MAX SELF ADHERED 1 OR MORE
UNDERLAYMENT
SIBS UNOERLAYMENT
INC.
PUSS NAILS AND TIN CAPS 12' GRID, 8' O.C. AT A MIN. 4'
N/A
N/A
PEEL & STICK
HEAD LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
SOFFIT
STUCCO
N/A
SPACED 0 EVERY HI RIB (4' O/C) W/ 1-3/4' EMBED.
N/A
N/A
PER NAIL
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 00-90. ASTM GRADES NI OR NMI. PROVIDE PRECAST
AR
LINTELS AS NECESSARY. (fm = 150PSI)
1. PROVIDE 1x2 P.T. P HORIZONTAL O CEILING & WALL INTERSECTIONS OR 8'-0' 0/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
OTHER
VENT. MAX. AND ALL OOTHER LOCATIONS PER F.B.C. SECTION 718
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
2. MORTAR TYPE M PER ASTM C 270-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2 ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2 ALL WIRE SHALL BE THIN COPPER, UNLESS NOiED OTHERWISE.
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS. ETC.) CAN
GRAVEL CONCRETE.
LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
3, WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RREECOORRDI W H0 MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
Y.
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE.
VERTICAL:
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20' WIDE, AND MIN. NET
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR lot FLOOR WIDOWS. THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR.
THE DESIGN.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
ADJACENT CELL M THE VERTICAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE -HATE INCH FROM
5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
& PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS.
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
TRANSFER GRILLES.
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
COLUMN SCHEDULE
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
SHOWN ON PLANS.
E VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
TO THE 11E BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS.
10. ELECTRICAL FIXTURES TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
CONTINUE UNINTERRUPTED.
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
HORIZONTAL•
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE.
It PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE UNTEL (MARK "L") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
NOTED
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE `TIMBER CONSTRUCTION
12 PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
5. GENERAL
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTON.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH AC.I. 530-05/ ASC.E.
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS.
8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
7-10/T.M.S. 402-05, BULLING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a).
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 7-10/T.MS.
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTNG SHELL COMPLY WITH NEC SEC. 410.8.
ON S
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
COMMENTARY
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS.
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
FOR MASONRY STRUCTURES.
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP, DETECTORS SHALL BE
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
11. ALL HEADERS OVER DOCKS WINDOWS BE (0) OR (3) UNLESS OTHERWISE
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
EN WALL
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL TIHICKNESS).
TR THICKNESS).
ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.YI REQUIRED FOR ALL VOLT,
UFT OVER 4'-O' HIGH. CLEAROUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES UNLESS NOTED OTHERWISE) ALL
(
SIN
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS.
UNIT
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. N0. 2 OR BETTER AND SHALL PROVIDE
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 5W-11,
ALLOWABLE STRESS VALUES OF 1200 PS IN BENDING FOR A SINGLE MEMBER USES 90 PSI
19. CARBON MONOXIDE DETECiORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
FOUNDATION NOTES
2 MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER -
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER. AS
3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH
CONCRETE BELOW GRADE-3'
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C.
PLUMBING NOTES
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG
3. REINFORCING STEEL GRADE 60 (LEY=B0.000) ASTM A615-94.
BUGLE HEAD DRYWALL SCREWS AT 12- O/C MAX.
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C.
2. ALL REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBUS14ED BY THE
SUBSTRATE AT 4' O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
OTHERWISE NOTED.
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S,F.,
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED 70 SAFELY SUPPORT
FRAMING MEMBERS W/ NAILS OR STAPLES M PROVIDE AT LEAST 1-3/4' PENETRATION
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD
4 ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS.
ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
CDROP EBOTTOM HAS
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12- OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
DETAILSOR FIT BLOCK COURSING, OF E BEAM REQUIRED AT WINDOW AND
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG 7/16" CROWN METAL
6. INSTALL CHASE PIPE FOR HVAC,
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28- MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8'.
MTL FRAMING SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
5. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
USED FOR SOFFITS OR CEILINGS
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
7. DOWELS COLUMN AND WALL REINFORCING M FOOTING WITH SAME SIZE AND NUMBER OF
DOWELS AS VERTICAL BARS ABOVE
15. PNEUMATIC FASTENERS SYSTEM TO BE HILIi-COIL NAIL PROGRAM, TYPE TO BE CRF iiZG
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL
1-1/2' LONG AND .120" DIAMETER U.N.D.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
1. ALL HEATING, AIR CONDITIONING REFRIGERATION AND VENTILATION EQUIPMENT SHALL
B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
REINFORCING AT EACH FACE LAP 48 BAR DIA MIN.
WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL'
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFORCING SIEEL INSTITUTE UNLESS NOTED OTHERWISE.
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUgBLE PER HBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO 1HE AISC 'SPECIFICATION FOR THE DESIGN,
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLD WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
CLEMENTINE
LOT 15
MEADOWOOD
COPYRIGHT 2018
TYPICAL "MI" WINDOWS
N L_J N1 IIL----j I I cV ' U I
L u
18a" 36 52j" 25"
SH 15 SH 25 SH 35 SH H35
e • e e IN ■ ■ ■
M.O. 20 1/8' M.O. 38' M.O. 54 1/8- M.0 27 1/2'
1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD
P.T. WOOD BUCK P.T. WOOD BUCK
38" 70" 38"
SH 35
TYP. BAY WINDOW
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN V' (35 MM) THICK, SOLD OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-31 LESS THAN j' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI)
2 DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN r (12.7 AIM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION LYE DEAD PAf N TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
MINA:
ULTIMATE WIND SPEED - 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE
NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
El Fn\ \
2x P.T.
WOOD BUCK
SHOWN TYP.
ICI -colt
M.O. 35 1/4' W M.D. 37 1//4' W M.O. 41 %W M.O. 55 1W M.O. 78 1/2' W
X99'H XYJ9"H X99'H X99'H X99'H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
e e ■ • • e e •
EDGE OF SLAB
I
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE DOOR BUCKS USED MAY BE 2x6, 5/4" BOARD OR tx6.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES
SYMBOLS LEGEND
DETAIL
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DETAIL
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SECTION
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SCALE
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scAR>= GRAPHIC SCALE
C-1
COVER SHEET
A-1
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A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PLAN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
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MECHANICAL PLAN
T
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ELEVATION
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C COLUMN LABEL
F# FOOTING LABEL
POT SHELF HEIGHT
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