HomeMy WebLinkAboutWithers_res_Cad plan-G-1 COVERGENERAL NOTES
FOUNDATION NOTES
MASONRY NOTES
PLAN NOTES
ELECTRICAL NOTES
revisions
no.
date
THESE PLANS WERE PREPARED U51NO THE FLORIDA BUILDING CODE 2020 EDITION
2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPLICABLE AMENDMENTS.
3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.
4. BUILDER SHALL REVIEW DRAWIN65 IN THEIR ENTIRETY BEFORE 5TARTIN6 WORK. THE
BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT
REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACKGHARGE5 WILL NOT BE
ACCEPTED. DO NOT 50ALE DRAWIN65.
5. SUBMIT MINIMUM THREE (5) COPIES OF SHOP DRAWING5 A5 REQUIRED BELOW.
6. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR
NON-5TRUGTURAL MEMBERS DURING CONSTRUCTION.
7. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE
HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.G.
SITE PLAN NOTES
I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b" X b" X WIAXWIA
W.W.M. ON 6 MIL V15QUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED
FOR TERMITES. MM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB
DEPTH AND MUST BE SUPPORTED AT 3'-0" O/G EACH WAY WITH APPROVED MATERIALS.
2. ALL REINFORCING STEEL TO BE GRADE 60.
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLE55
OTHERWISE NOTED.
4. FOOTING DESIGN BASED ON A55UMED SOIL BEARING CAPACITY OF 2500 P.5.F.,
CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR SOIL BEARING CAPACITY
REPORT BY A FLORIDA REGISTERED ENGINEER.
5. ALL 51TE PREPARATIONS B DRAINAGE RECOMMENDATIONS MADE IN THE 51TE
SPECIFIC GEOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO.
b. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CON515T OF
GLEAN WELL GRADED SAND IN 12" LIFT5(MAX) AND VIBRATORY COMPACTED TO
ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR A5TM D 1557-12E1.
7. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED,
APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING
GROUND.
5. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED.
q. SPLICES SHALL BE 45 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND
GHAN6E5 IN DIRECTION. CORNER BARS SHALL BE 45 BAR DIAMETERS EACH. WAY.
10. ALL MONOLITHIC, FOOTINC75 HAVE BEEN CHECKED FOR THE USE OF TRANSFER
REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT
ONLY IF REQUESTED BY THE BUILDING OFFICIAL.
11. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.65.
I. THE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL
LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND 51TE FEATURES ONLY. THE G.G. OR
OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED
BEAM SCHEDULE NOTES
SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE
FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS,
AND ALL 51TE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS
I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR
OCCUR BETWEEN THE ARCHITECTURAL 51TE PLAN AND SURVEYORS LAYOUT THE GENERAL
THROUGHOUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE
CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING
5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR BENDS UNLE55 OTHERWISE
AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR
NOTED.
RESOLVES THESE CONFLICTS.
2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLE55 OTHERWISE NOTED
CONCRETE NOTES
3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE -
I. CONCRETE SHALL CONFORM TO A5TM Cq4/G q4M-15A, SHALL HAVE A MAXIMUM
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 45 BAR DIAMETERS.
WATER/CEMENT RATIO OF 0.65 AND SHALL HAVE 3000 P51 COMPRESSIVE 5TRENGTH IN
25 DAYS ( UNLE55 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE
4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS
WITH AGI 315-14 AND TM5 402-2016. ALL CONCRETE MASONRY WORK SHALL BE IN
FROM ADJACENT BEAMS. (UNO).
ACCORDANCE WITH TM5 403-2017.
5. DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW B DOOR HEADS (25" MAX)
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR
ADD 2-#5 BOTTOM IF DROP EXCEEDS W.
BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2"
UNFORMED CONCRETE BELOW GRADE-3"
6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 5" TO FIT BLOCK
WORK.
3. REINFORCING STEEL: GRADE 60 (FY=60.000) A5TM A615/A 615M-15ae1.
7, ALL ADDED LOGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL
SUPPORT UNLE55 OTHERWISE NOTED.
OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED
BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE.
5. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL
SPECIFICATIONS.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY
q, ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT
SUPPORT ALL LOADS DURING CONSTRUCTION.
BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLA55 "A" TENSION LAP SPLICE
6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER
ON EITHER 5IDE OF SUPPORT.
OF DOWELS AS VERTICAL BARS ABOVE.
10. MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT
7. REINFORCING STEEL SHALL BE LAPPED 45 BAR DIA. MIN. WHERE SPLICED AND SHALL
REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS.
BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM
REINFORCING AT EACH FACE. LAP 45 BAR DIA. MIN.
5. PLACING DRAWING5 ON BAR LISTS SHALL CONFORM TO AGI'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE.
ABBREVIATIONS
ABV
ABOVE
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLER UNIT
B.F.
BI FOLD
B.P.
BI PASS
BLK.
BLOCK
BLW.
BELOW
BRO.
BEARING
BTM.
BOTTOM
GLG.
CEILING
GMU
CONCRETE MA50NRY UNITS
COL.
COLUMN
GONG.
CONCRETE
05MT.
CASEMENT
DBL.
DOUBLE
DIA.
DIAMETER
DI5P.
DISPOSAL
DP
DESIGN PRESSURE
DR.
DOOR
DW
D15H WA5HER
E.E.
EACH END
ELEC.
ELECTRICAL
ELEV.
ELEVATION
E.5.
EACH SIDE
EXT.
EXTERIOR
M.G.
MEDICINE CABINET
5M5
SHEET METAL SGREW5
F.B.G.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
M.T.
METAL THRESHOLD
5TL.
STEEL
F.R.
FIRE RATED
MAX.
MAXIMUM
5W
54TGH
FR
FIN.
FRENCH DOOR
FINISHED
MFR.
MANUFACTURER
5.W.0.T.
5HEARWALL OVERTURNING FORGE
FL.
FLOOR
MICRO.
MICROWAVE
TEMP.
TEMPERED
G.T.
GIRDER TRU55
MIN.
MINIMUM
T.B.
THROUGH BOLT
GA.
GAUGE
M.O.
MASONRY OPENING
T.O.
THROUGH OUT
GALV.
GALVANIZED
MONO.
MONOLITHIC
T.O.B.B.
TOP OF MA50NRY BOND BEAM
GFI
GROUND FAULT INTERRUPT
MTL.
METAL
T.O.PL.
TOP OF WOOD PLATE:
GL.
GLA55
O.H.D.
OVER HEAD DOOR
T.O.T.B.
TOP OF TIE BEAM
GWB
GYPSUM WALLBOARD
O/G
ON CENTER
TYP.
TYPICAL
GYP. BO.
GYPSUM WALLBOARD
P.L.F.
POUNDS PER LINEAR FOOT
U.N.O.
UNLE55 NOTED OTHERWISE
HOT.
HEIGHT
P.5.F.
POUNDS PER SQUARE FOOT
UL
UNDERWRITERS LABORATORIES
HP5.
HOOPS
P.5.1.
POUNDS PER SQUARE INCH
V.I.F.
VERIFY IN FIELD
HR
HOUR
P.T.
PRE55URE TREATED
W.A.
WEDGE ANCHORS
H5
HORIZONTAL SLIDING
PART'N.
PARTITION
W/
WITH
HVHZ
HIGH VELOCITY HURRICANE ZONE
PKT.
POCKET
WG
WATER CL05ET
INS.
INSULATION
PLYWD.
PLYWOOD
WD.
WOOD
INT.
INTERIOR
R.O.
ROUGH OPENING
LG.
LONG
S.G.
50LID GORE
LIN.
LINEN
5.G.D.
5LIDING GLA55 DOOR
LT.
LIGHT
5F
SQUARE FOOT
L.T.
LAUNDRY TUB
5H
5IN6LE HUNG
ELECTRICAL SYMBOLS LEGEND
DUPLEX RECEPTACLE/ ARC CIS 5INGLE RECEPTACLE T HVAG
FAULT INTERRUPT a 12" A.F.F. i DEDICATED Q THERMOSTAT
DUPLEX REGEPAIGLE m 5INGLE RECEPTACLE INTERCOM
!uc UNDER COUNTER l GFI DEDICATED GFI Q AT 60" A.F.F.
DUPLEX RECEPTACLE AT 5INGLE RECEPTACLE SECURITY
c 5" ABV. COUNTER t D DEDICATED UNDERGOUNTER KEYPAD
DUPLEX RECEPTACLE 5WITGH GARAGE PUSH
GFI GROUND FAULT INTERRUPT BUTTON
5INGLE POLE
c DUPLEX RECEPTACLE AT 5" ABV. 5WITGH DOOR BELL
GFI COUNTER GROUND FAULT INTERRUPT T3 THREE WAY
DOOR CHIME
® DUPLEX RECEPTACLE 5WITGH INTERIOR
TOP REC. SWITCHED T4 FOUR WAY G.V. CENTRAL VACUUM
EwP DUPLEX RECEPTACLE WATERPROOF 5WITGH RECEPTACLE
GFI GROUND FAULT INTERRUPT TD DIMMER
�Wc DUPLEX RECEPTACLE 5" ABV. TELEPHONE OUTLET GV CENTRAL VACUUM
P/GFI COUNTER WATERPROOF GFI ® AT 12" A.F.F. SECURITY
QUADRUPLEX TELEPHONE OUTLET LIGHT5
RECEPTACLE Y FLUSH IN FLOOR
LED LIGHT
DUPLEX RECEPTACLE DEDICATED
FLUSH IN FLOOR DATA LINE F B FAN BOX
220 V. RECEPTACLE TELEVISION JACK JUNCTION BOX/ GL
AT 12" A.F.F. 4 PREV41RED ❑J MOUNTED LOW VOL
I. CONCRETE UNITS TO BE A5TM C 10-14. A5TM GRADES NI OR NII. PROVIDE PRECAST
LINTELS AS NECESSARY. (f'm = 1500 P510
2. MORTAR TYPE M PER A5TM G 270-14a.
3. CONCRETE FILL
A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 5000 F51
PEA GRAVEL CONCRETE.
B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER.
C. ALL CONCRETE SHALL BE OF A FLUID CON515TENCY WITH A SLUMP OF 11"-11" MAX., WHICH
MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT
5E6RE6,ATION OF THE CONSTITUENT PARTS.
D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE
ENGINEER.
4. REINFORCING:
VERTICAL:
A. A5TM A615/A 615M-15ae1. PER REINFORCING SECTION (GRADE (50).
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT
BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THOUGH IT 15
IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH
FROM THE MASONRY.
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN
THE COLUMN SCHEDULE.
E. VERTICAL REINFORCING EACH 5IDE OF ANY OPENING, IF REQUIRED, SHALL BE
CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENIN65 TO ALLOW
REINFORCING BARS TO CONTINUE UNINTERRUPTED.
HORIZONTAL:
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM
SCHEDULE.
B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q GAGE LADDER
TYPE REINFORCEMENT SPACED NOT MORE THEN 16" 0/0 VERT. REINFORCEMENT SHALL
AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LE55
THEN 24" BEYOND THE OPENING. PROVIDE 5" MIN EMBEDMENT INTO CONCRETE COLUMNS
AND BEAMS AND FULL DEPTH LAPS AT ALL MA50NRY "L" AND "T" INTERSECTIONS.
5. GENERAL:
A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH T.M.5. 402-I6, BUILDING CODE
REQUIREMENTS FOR MA50NRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE
REQUIREMENTS FOR MA50NRY STRUCTURES.
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH T.M.5. 602-I6, SPECIFICATIONS FOR
MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY
STRUCTURES.
G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE
BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN
ACCORDANCE WITH SECTION 2122.2.4 F.B.G.
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL.
7. GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT
EACH LIFT OVER 4'-0" HIGH. GLEANOUT5 SHALL BE SEALED AFTER GLEANING AND
INSPECTION, AND BEFORE GROUTING.
STEEL NOTES
1. STRUCTURAL STEEL SHALL CONFORM TO THE A15C "SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL
CONFORM TO THE APPLICABLE A5TM SPECIFICATION A5 FOLLOW5: W SHAPES - Agg2/A
gglM-Oba, OTHER SHAPES - A36/A 36M-14, PLATES A36/A 36M-14, BOLTS - A 307-14
TUBULAR - A5TM A500/A50OM-15 GRADE B (46 KSI)
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERIGAN WELDING SOCIETY
"STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELD5 SHALL BE
A.1,4.5. A5.1 E7OXX.
5. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER
CONSTRUCTION.
q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
PROVIDE AN APPROVED M015TURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
CEMENTITOU5 MATERIALS AND THE WOOD A5 PER CODE.
10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND
BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT
COLLAPSE OR DAMAGE.
11. HEADERS FOR FRAMED OPENINGS GREATER THAN 6-0" MUST BE ENGINEERED AND
57AMPFO BY THE TRU55 MANUFACTURER. (UNLE55 NOTED OTHERWISE)
12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2'5 UNLE55
OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL
THIGKNE55).
15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL
PROVIDE ALLOWABLE 5TRE55 VALUES OF 1200 P51 IN BENDING FOR A 5INGLE MEMBER
USES. cI0 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF I600
K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE
CHANNEL TYPE STUDS AT 24" O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2"
GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL
5GREW5 AT 12" 0/0 MAX.
15. METAL LATH OVER 5HEATHING SHALL BE 3/5" V-GROVE OR DIMPLED. GEILING5 AND
SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 5U55TATE AT 4" O/C A5 FOLLOW5;
CONCRETE: 3/4" LONG STUB NAILS W/ 3/5" HEAD. HORIZONTAL AND VERTICAL WOOD
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST I-5/4" PENETRATION
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4" PENETRATION INTO VERTICAL
WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS
SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT
OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LEG, 7/I6"
GROWN METAL MTL. FRAMING: SELF TAPING 5GREW5 #12 x I/2" WA5HER HEAD STAPLES
SHALL NOT BE USED FOR SOFFITS OR GEILIN65
I6. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING
OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DEL.
LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER
BARRIER.
I7. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF
1126I-1/2" LONG AND .120" DIAMETER U.N.O.
I5. WHEN WOOD P05T5 ARE NOT IN A FIRERATED WALL, FIRE RATE 1-05T AS FOLLOWS:
WRAP POST ON ALL SIDES FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH (1)
LAYER OF 5/5" TYPE "X" GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING
FOR THE POST.
Iq. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
WIND LOADS PER F.B.G. 2020.
MECHANICAL NOTES
I. ALL HEATING AIR CONDITIONING REFRIGERATION AND VENTILATION EQUIPMENT SHALL
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE
MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION .
2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS.
3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED
ASSEMBLIES IF ANY.
4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED,
JUMPERS OR TRANSFER GRILLES.
5. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE.
PADS SHALL BE A MINIMUM 4'-0"xq'-O" PAD FOR DOUBLE UNIT.
PLUMBING NOTES
I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405,
F.B.G. FLOOR DRAINS TO HAVE TRAP PRIMERS PER F.B.0 10024.
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.G.
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.G. PLUMBING CODE CHAPTER 11.
PROPOSED RESIDENCE FOR: 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS.
WITHERS 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING.
6. 5HO14ER COMPARTMENTS AND WALL5 ABOVE BATH TUBS WITH 5HO1,4ER HEADS SHALL
BE FINISHED WITH A SMOOTH, NONAB50RBENT SURFACE TO A HEIGHT NOT LE55 THEN
70 INCHES ABOVE THE DRAIN INLET.
7. CAULK OR SEAL FIXTURE/ PLUMBING PENETRATIONS AND ABUTMENTS TO P1551MILAR
MATERIALS. DO NOT USE ALL-PURPOSE JOINT COMPOUND OR PAPER TAPE IN NET
AREAS.
5. ALL 5HOWER HEADS SHALL BE EQUIPPED W/ ANTI-50ALVINO PROTECTION PER CODE.
I. A PERMANENT 51ON WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED
FOR REIN5PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL.
2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT
(HVAG, EHW, WA5HER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G.
MECHANICAL CODE.
3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS.
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHER LOCATIONS PER
F.B.G. SECTION R302.11.
4. ALL GLAZING WITHIN 24" OF EITHER 51DE OF THE DOOR PLANE IN A OL05ED P051TION
AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE 5IDE OF THE
DOOR (45" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR GLA55 ENCLOSURES AT OR
WITHIN 36" OF TUBS AND 5HOWER5 WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE
TEMPERED. ALL GLA55 IN SIDELIGHTS, SLIDING CLASS DOORS AND FRENCH DOORS
SHALL BE TEMPERED.
5. EGRE55 WINDOW5 SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS.
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN.
NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOW5.
THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH
AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL
SHALL BE NO LE55 THAN 56" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD.
6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS.
5. IN HVHZ AREAS PROVIDE HURRICANE 5HUTTER5 A5 PER F.B.G. SECTION 24-15 UNLE55
THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT
APPROVAL TO PRESERVE THE ENCL05ED BUILDING ENVELOPE AGAINST IMPACT LOADS
A5 SET FORTH IN CHAPTER Ib.
q. PICKETS AT STAIRS, LANDINGS 8 BALCONIES SHALL BE SPACED TO PREVENT
PASSAGE OF A 4" DIAMETER SPHERE.
10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 8 KITCHEN H0005 SHALL NOT
VENT THROUGH THE 5IDE WALL AND MUST MAINTAIN A 10'-0" SETBACK.
FRAMING NOTES
I. THE TRU55 AND FLOOR SYSTEM LAYOUT SHOWN ON THI5 SHEET 15 SCHEMATIC IN
NATURE. HOWEVER, THE 5UPPORTIN6 SUPERSTRUCTURE HAS BEEN DE516NED UNDER THE
A55UMPTION THAT THE FRAMING 50HEME SHOWN WILL OL05ELY PARALLEL FINAL TRUSS
AND FLOOR SYSTEM DE5I6NER5 LAYOUT.
2. THI5 FRAMING 50HEME (DIRECTION OF TRUSSES AND SLABS, MAJOR G.T. BEARING
POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERM155ION FROM THE PRIME
PROFE55IONAL OF RECORD WHO MUST REVIEW PROPOSED GHANGE5 AND AUTHORIZE
STRUCTURAL REV1510N5 ACCORDINGLY.
3. FINAL SIGNED AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM DESIGN MUST BE
SUBMITTED TO THI5 OFFICE FOR REVIEW. TRU55 AND FLOOR 5Y5TEM DE5IGNER5 MUST
PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DESIGN.
4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP
DRAWING5 AND ENGINEERING CALCULATIONS 51ONED AND SEALED BY A FLORIDA
REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR
ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWING5 15
A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE
MANUFACTURER OF H15 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY
INTEGRATES WITH THE ARCHITECT/ ENGINNER5 SUPERSTRUCTURE. IF THERE 15 ANY
CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUS5 AND FLOOR SYSTEM
COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC
AREAS OF CONCERN.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON
TRU55 DRAWING5.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE
COORDINATION BETWEEN THE TRU55 DESIGN AND AIR CONDITIONING DESIGN
REQUIREMENTS.
b. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS,
COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRU55 AND FLOOR SYSTEM
DRAWIN65, 51ONED AND SEALED BY A FLORIDA REGISTERED ENGINEER.
7. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
BOTTOM EACH STUD.
NETTLES ISLAND , ST. LUCIE COUNTY, FL
PLAN / ELEVATION SYMBOLS LEGEND.
DROPPED SOFFIT
//��//�
PADDLE FAN W/ cM CARBON MONOXIDE/ D/111U/HHE16HT AS NOTED
OR WO/ LIGHT SM. DETECTOR COMBO
FLOULIGHTREF FIXTURE cM DETECTOR
DETAIL # 50ALE O DOOR LABEL 000# MAX. TRUSS
CONNECTOR Tffr PARCHED LAN OR ELEV. SEE
TG-O 11LL_
FLOURE50ENT sD SMOKE
LIGHT FIXTURE DETECTOR
O WINDOW LABEL N
INCAVF-50ENT LIGHT SPEAKER # DETAIL NORTH ARROW GROUT FILLED CELL SEE
FIXTURE CEILING MOUNTED IN GLG. 50ALE FOUNDATION PLAN
vP INCANDESCENT LIGHT HR HOME RUN G# COLUMN LABEL
FIXTURE- VAPOR PROOF
Q VOLUME BREAK LINE COLUMN POURED CONCRETE
INCANDESCENT LIGHT CONTROL # SECTION
FIXTURE KALL MOUNTED owe. 50ALE FOOTING LABEL
O
HI HAT- RECESSED �� OAS DROP
NON -BEARING FRAME
GON5TRUGTION
P HI HAT- RECESSED L V LOW VOLTAGE # ❑# 5HEARWALL LABEL _ _ _ _ ABOVE W OR BELOW
ME ION
® VAPOR PROOF PANEL SECTION 50ALE BEARING FRAME
RECE55ED EP 5WITGH ELEV. BEAM HEIGHT CONSTRUCTION
EYEBALL DISCONNECT B-# BEAM LABEL ELEV. CHANGE
EXHAUST ® ELECTRICAL D 2 4 8
FAN BREAKER PANEL REVISION MASONRY CONSTRUCTION
SCALE: 1/8 r-0" (CO'-O" FIN. FL. SLAB FLOOR ELEVATION
F L EXHAUST FAN � F.P.SL. METER $ GRAPHIC SCALE TYPICAL
/LIGHT COMBO D15G.
LOAD SCHEDULE
LOCATION LIVE DEAD
GROUND FLOOR 40 60
SECOND FLOOR 40 25
TOP CHORD 40 20
BOTTOM CHORD 0 5
BALCONIES 60 25
ROOF 30 25
TOP CHORD 30 15
BOTTOM CHORD 0 10
BTM. CHORD -ATTIC 10 0
NO 5TORA6E (NON -CONCURRENT)
BTM. CHORD -ATTIC 20 0
5TORAC,E (C.ONGURRENT)
RAIN:
ADDT'L TOP CHORD 0
INTENSITY 4.5 in/hr
'-WA
(IF SLOPE > 1.5:12 OR HIP ROOF OR NO 055TRXTION FOR
RAIN WATER DRAINA6EJ
WIND:
ULTIMATE WIND SPEED = 170 m.p.h.
NOMINAL WIND SPEED = 152 m.p.h.
RI5K CATA60RY = I I
BUILDING DESIGN AS ENCLOSED
INTERNAL PRE55URE COEFFICIENT = +/- O.IS
EXPOSURE CATEGORY = D
MEAN ROOF HEIGHT = 22'-10"
ROOF SLOPE 4:12
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
NOTE: THI5 STRUCTURE 15 DESIGNED IN
ACCORDANCE WITH CHAPTER 16 OF THE 2020
FLORIDA BUILDING CODE AND A5CE 7-Ib.
I. CONTRACTOR SHALL VERIFY WITH F.P.&L. THE LOCATION OF SERVICE AND SHALL
LOCATE METER 4 PANELS AS REQUIRED.
2. ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE.
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
COPPER OF EQUAL AMPAGITY.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE.
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
CONSTRUCTION.
b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
SPECIFICATIONS.
7. PROVIDE DISCONNECT SWITCH OF 51ZE AS REQUIRED BY LOAD AND UNITS.
5. PROVIDE NON-FU5IBLE GENERAL DUTY SAFETY 54TGHE5 AT A/G EQUIP. AND AT
PUMPS NOT V151BLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
RECOMMENDATIONS.
q. PROVIDE GFGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN,
LAUNDRY AND WET BAR OUTLETS PER NEC 210.5(A).
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND A5
SELECTED BY OWNER.
11. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS A5 5HOWN ON PLAN.
12. ALL CL05ET LIGHTING SHALL COMPLY WITH NEC SEC. 410.5.
15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT
PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO
ARC -FAULT GIRGUIT5 AHEAD OF 5WITGH AND HAVE SELF CONTAINED BATTER BACK-UP.
DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
14. PRE -WIRE FOR GARAGE DOOR OPENER SENSOR.
15. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING,
DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, 5UNROOM5, CLOSETS, HALLWAY5,
KITCHEN AND LAUNDRY ROOMS OR SIM. ROOMS PER NEC 210.12.
16. SMOKE DETECTORS:
16.1. REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE.
16.2. CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET
HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A
BATHTUB OR SHOWER UNLE55 THI5 WOULD PREVENT PLACEMENT OF A SMOKE ALARM
REQUIRED BY SECTION R314.3.
16.5. NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE
FOLLOWING LOCATIONS UNLE55 THI5 WOULD PREVENT PLACEMENT OF A SMOKE
ALARM IN A LOCATION REQUIRED BY SECTION R314.3.
- IONIZATION SMOKE ALARMS NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM
A PERMANENTLY INSTALLED COOKING APPLIANCE.
- IONIZATION SMOKE ALARMS WITH AN ALARM-51LENCIN6 5WITGH SHALL NOT BE
INSTALLED LE55 THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING
APPLIANCE.
- PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 6 FEET
HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.
17. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR
SLEEPING PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR APPLIANCE
A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE
BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH
ALARMS SHALL HAVE BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON
MONOXIDE ALARM SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED A
TE5TING LABORATORY. 4Q
15. TAMPER RE515TANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS
SPECIFIED IN NEC 210.52 FOR 125 VOLT, 15 t 20A RECEPTACLES PER NEC, 406.11
Iq. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND
GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, CAN,
ETC,. PER NEC 25OA4. (A) OR (B)
20. PER FBG-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 75 PERCENT OF THE
LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
HIGH -EFFICACY LAMPS.
21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A
CEILING SHALL BE DESIGNED FO THE PURP05E AND SHALL BE REQUIRED TO SUPPORT A
LUMINAIRE WEIGHING A MIN. OF 23KG (50 LB). NEC 314.27A.
22.PROVIDE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE
ENERGIZED SUCH A5 SERVICE EQUIPMENT, PANEL BOARDS, 0I5GONNECT5 ETC. A5 PER NEC, 110.26
23.ALL GFI SHALL BE INSTALLED IN READILY ACCE551BLE LOCATIONS PER NEC 210.b.
CODES USED:
- FLORIDA BUILDING CODE 7TH EDITION (2020)
- FLORIDA BUILDING CODE - RE51DENTIAL 7TH EDITION (2020)
- NEC, 2014
- A.5.0.E: 7-I6
TOTAL
DRAWING INDEX
6-1 COVER SHEET
100
(05
A5-1 51TE PLAN
A -I FLOOR PLANS
85
A-2 ELEVATIONS
55
A-3 WALL SECTION 8 DETAILS
5-1
FOUNDATION PLAN 8 DETAILS
5-2
FRAMING PLANS
5-2.1
FRAMING DETAILS
5-3
BRACING PLANS
E-I GROUND FLOOR ELECTRICAL PLAN
THESE PLANS WERE PREPARED
USING THE 2020 FLORIDA
BUILDING CODE, 7TH ED. -
BUILDING AND ASCE 7-16.
designed PAR
drawn PAR
checked 55
date ,/1/21
scale 1/4" = 1'-0" U.N.O.
job no. 21-0017 . WIT
Q11A
QUANTUM ENGINEERING ASSOCIATES INC.
•
S/rncnu•a/ Engineering & Cost Segregation
6415 LAKE WORTH ROAD
SUITE 105
GREENACRES, FLORIDA 33463
W W W.QEASSOCIATES.COM
Ell
No 6s1�s09�' Digitally signed
'•.Zc
by Shawn
:O. SJ fE OF .•U
=,;Fss<oR,oaStambaugh
Date:
This item has been electronically
signed E-thled -h-S,mg 2021.08.20
Baugh, Pigthe dateshown usinga
Digital Signature.
Printed-pl-fthisd-mentare 11:58:58-04'00'
onsidered signed and sealed and
the signature must be verified on any
lectronicco"ies
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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