HomeMy WebLinkAboutBUILDING PLANPROJECT LOG
ISSUED FOR START 08-29-17
ISSUED FOR PERMIT 09-26-17
BLDG COMMENTS 01/09/18
GENERAL NOTES
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASIM GRADES NI OR NII. PROVIDE PRECAST
1. THIS PLANS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE 5TH EDITION.
UNTELS AS NECESSARY. (1'm - 1500 PSI)
1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0' O/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE HOWEVER, THE
L CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
VERT. MAX AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
YMLL LOCATED METER & PANELS AS REQUIRED.
2. TYPE OF CONSTRUCTION: CUSS V. UNPROTECTED, GROUP R3 OCCUPANCY PER
THESE PLANS WERE
PREPARED
2. MORTAR TYPE M PER ASTM C 270-92.
FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
FLORIDA BUILDING CODE.
2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED.
L ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2014 FLORIDA BUILDING
CODE 5th EDITION
3. CELLS, LINTELS AND BONA BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWSAT OR WITHIN AND SHOWERS NTH
CALL
2. THIS (OIRECTION OF TRUSSM MAJOR G.T. POINTS, CAN
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
GRAVEL CONCRETE.
LESS N 8 " ABOVE 000SH� BE TEMPERED. GLASSBS
N SIDELIGHTS, S DING GLASS
EDMING ONLY�AFTEREME
OBTANING PERMISSION FROM THE PRIME PROFESSIONAL OFING
BE MODIFILLS
I WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
COUNTY AND ALL APPLICABLE AMENDMENTS.
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST RENEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISONS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
ACCORDINGLY.
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS
4_ ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
VERTICAL-
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20' WIDE, AND MN. NET
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
AREA OFF S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR let FLOOR WINDOWS THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5 COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
A. ASTM A615 94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
THE DESIGN.
SHALL DISPLAY LABELS SHOWING COMPLIANCE
WITH THE F.B.C.
CHAPTER 13 ENERGY
6. 14RFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
EFFICIENCY SECTION.
B. WHEN A FOUNDATION DOWEL DOES NOT UNE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
SPEDFTCATONS.
6. REGISTERED BAITING SYSTEM FOR TERMITE
TREATMENT
TO BE INSTALLED AND MONITERED BY
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 FLORIDAEGISTERED ENGINEER.,
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2014
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
THEIR ROOF TRUSS DESIGN FOR RENEW NgLDNC TWO 2 ODPIES
PIES FOR ARCHITECTS RENVI EW
PROVIDE DISCONNECT SWATCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF NCH FROM
5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AR HANDIER UNITS
PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY If
ARCHITECTVES THE M OF HIS RESpoNjeILITy
CA
1. PROVIDE DUTY SAFETY AT
AT ANUF
ABBREVIATIONS
THE MASONRY.
LAYOUT THAT FULLYEINTEGRATES ARCHITECTS SUPERSTRUCTURE. IFANUFACTURER
WI
DASPER MES
PUMPS NOT VISIBLE FROM CIRCUITBREAKERPANEL ANCTURERD
B. 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.
ABV ABOVE
EXT.
EXTERIOR
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
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.
AFF ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE.
D. PROVIDE GFI BREAICI.RS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
AHU AIR HANDLER UNIT
F.R.
FIRE RATED
M.T.
METAL THRESHOLD
STL
STEEL
7. A/C UNITS MAY HAVE CONC, PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS E ATTIC AHU AND MISC EQUIPMENT.
SHOWN ON PLANS
B.F. 81 FOLD
FR
FRENCH DOOR
MAX.
MAXIMUM
SW
SWITCH
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
B.P. BI PASS
FIN.
FINISHED
MFR.
MANUFACTURER
TEMP.
TEMPERED
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS
iD ELECTRICAL FIXTURES TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
BLK. BLOCK
FL
FLOOR
MICRO.
MICROWAVE
T.B.
THROUGH DOLT
CONTNUE UNINTERRUPTED.
SELECTED BY SUILOEiR.
BLW. BELOW
BRG. BEARING
G.T.
GA.
GIRDER TRUSS
GAUGE
MIN.
M.O.
MINIMUM
MASONRY OPENING
T.D.
T.O.B.B.
THROUGH OUT
TOP OF MASONRY BOND BEAM
HORIZONTAL
BEAM SCHEDULE NOTES
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUM TOP AND
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
BOTTOM EACH STUD, AS PER CODE.
ETA. BOTTOM
CLG. CEILING
GALV.
OR
GALVANIZED
GROUND FAULT INTERRUPT
MONO.
MT_
MCNOUTHIC
METAL
T.O.PL
T.O.T.B.
TOP OF WOOD PLATE
TOP OF TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE LINTEL (MARK 'L') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
'TIMBER
12. pROMM PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PUNS.
CMU CONCRETE MASONRY UNITS
GL
GLASS
O.H.D.
OVER HEAD DOOR
TYR
TYPICAL
NOTED
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION
COL COLUMN
GWB
GYPSUM WALLBOARD
O/C
ON CENTER
U.N.O.
UNLESS NOTED OTHERWISE
5. GENERAL,
"BB')
MANUAL' AS PUBUSHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
11 DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 5 DUPLEX RECEPTACLES.
CONIC CONCRETE
GYP. BD.
GYPSUM WALLBOARD
P.LF.
POUNDS PER UNEAR FOOT
UL
UNDERWRITERS LABORATORIES
2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND
CSMT. CASEMENT
HOT
HEIGHT
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E.
BEAMS ONLY. All SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS.
& ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, OWNING ROOMS AND BATHROOMS RECEPTACLE OUTLETS FOR COUNTER
DBL DOUBLE
HPS
HOOPS
P.&L
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
SPACES SHALL BE Ora PROTECTED ACCORDING TO NEC 210-8(0).
DIA. DIAMETER
HR
HOUR
P.T.
PRESSURE TREATED
W/
WITH
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK
CEMENTTOUS MATERIALS AND THE WOOD AS PER CODE
DISP. DISPOSAL
DP DESIGN PRESSURE
HS
HVHZ
HORIZONTAL SLIDING
HIGH VELOCITY HURRICANE ZONE
PARTTN.
pKT.
PARTITION
POCI(ET
WC
WD.
WATER CLOSET
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.SC.E. 7-10/T.M.S 602-
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.&
DR. DOOR
INS
INSULATION
PLYWD.
PLYWOOD
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS
DURING ERECTION OF TRUSSES TO PREVENT COUAPS: OR DAMAGE.
16. SWCXE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
DW DISH WASHER
INN
INTERIOR
R.O.
ROUGH OPENING
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
E.E. EACH END
ELEC. ELECTRICAL
LG.
UN.
LONG
LINEN
S.C.
SOLO CORE
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TNDEII WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
ELEV. ELEVATION
LT.
LIGHT
OF
OF
SLIDING GLASS DOOR
SQUARE FOOT
SUFFICIENT 1b MAINTAIN A CLEAR, UNOBSTRUCTED CONT CELL
17. PREMRE FOR GARAGE DOOR OPENER SENSOR.
E.S. EACH SIDE
LT.
LAUNDRY TUB
SH
SINGLE HUNG
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
7. (CEANOUT OPENINGS STALL BE PROVIDED AT THE BOTTOM E GROUTED CELLS AT EACH
1. CONCRETE STALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICXNESS1
1& ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12 REWIRED FOR ALL 120-VOLT,
LIFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
DWI:WNG UNITS
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE:
OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE, SZE. SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R11
9100 CHO 16080
WAYNE DALTON
N/A
5/160X 1-5/8" LAG SCREW AT EA. JAMB BRACKET
D.P.= +28.5 PSF
+39.2 PSF -43.7 PSF
6'-0' DOOR HGT. - 5 BRACKETS EA. ODE
-34.8 PSF
B
FL 17499.1
(2) SH 25
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
FL 15349.6
W/ F.G. ABV.
O IV O/C MAX. SPACING & Y FROM EDGE
-32.7 PSF
+60.0 PSF -60.0 PSF
C
FL 17499.1
SH 15
MI WINDOWS & DRS
SOIL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
FL 15349.6
W/ F.G. ABY.
O IV O/C MAX. SPACING & f FROM EDGE
-36.3 PSF
+60.0 PSF -60.0 PSF
D
FL-7630.2
3080 DR W/
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS O
D.P.= +31.9 PSF
4.50.0 PSF -50.0 PSF
SIDEUTE
6' & 14' O/C MAX SPACING.
-34.8 PSF
E
FL 15349.6
4624 ARCHED FG
MI WINDOWS & DRS
SGL IMPACT
3/IB" TAPCONS W/ 1-1/4' MIN EMBED
D.P. +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
F
FL 17499.1
SH 35
MI WINDOWS & DRS
SOL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P. +31.9 PSF
+5 0 PSF -550 PSF
O IV O/C MAX. SPACING & f FROM EDGE
-34.8 PSF
G
FL 15349.6
51020 TRANSOM
MI WINDOWS & DRS
SOL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+BOA PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-44.8 PSF
H
FL 17499.1
SH H33
MI WINDOWS & DRS
SOIL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX. SPACING & f FROM EDGE
-36.3 PSF
I
FL 17499.1
(2) SH 35
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 MM. SPACING & f FROM EDGE
-36.3 PSF
J
FL-7630.1
2880 SGL UTE DR
THERMA TRU
SOIL IMPACT
1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
8' & 14' O/C MAX SPACING.
-41.7 PSF
K
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SOL IMPACT
3/16' TAPCONS W/ 1-t/4" MIN EMBED
D.P.= +28.5 PSF
+55.0 PSF -55.0 PSF
0 12' O/C MAX. SPACING
-31.3 PSF
L
FL 15349.6
12014 TRANSOM
MI WINDOWS & DRS
SOL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3" FROM EDGE
-34.8 PSF
M
FL-7630.1
2680 SGL LITE DR
THERMA TRU
SGL IMPACT
1/4' TAPCONS W/ 1-I/4 MIN, EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
6' & 14' O/C MAX SPACING.
-34.8 PSF
N
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 & f FROM EDGE
-34.8 PSF
0
FL 15349.6
3214 TRANSOM
MI WINDOWS & DRS
SG. IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & Y FROM EDGE
-36.3 PSF
P
FL 17499.1
SH 36
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+550 PSF -550 PSF
010' O/C MAX. SPACING & 2' FROM EDGE
-34.8 PSF
0
FL 15349.6
4614 TRANSOM
MI WINDOWS & DRS
SOIL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
DR= +33.5 PSF
+50.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
R
FL-7630.1
28W SOIL LITE DR
THERMA TRU
SOL IMPACT
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -SOLO PSF
6' & 14" O/C MAX SPACING.
-41.7 PSF
S
FL 17499.1
SH H33
MI WINDOWS & DRS
SOIL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
BY= +33.5 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2" FROM EDGE
-36.3 PSF
T
FL 17499.1
SH 35
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
0IV O/C MAX. SPACING & f FROM EDGE
-34.8 PSF
U
FL 17499.1
SH 35
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 & f FROM EDGE
-34.8 PSF
V
FL 17499.1
SH 23
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN BASED
D.P.= +33.5 PSF
+55.0 PSF -5&0 PSF
0 IV O/C MAX. SPACING & Y FROM EDGE
-36.3 PSF
W
FL 17499.1
SH 35
MI WINDOWS & DRS
SOIL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.- +31.9 PSF
+55.0 PSF -55.0 PSF
O IV O/C MAX. SPACING & f FROM EDGE
-34.8 PSF
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
PRODUCT
MODEL #
MANUF.
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
MAX 104-1/4' HORIZ.
MI WINDOWS
& D��
1/4 TAPCONS Al 1-1/4' MIN EMBED
(4) FASTENERS PER CUP TOP &BIM.MAX
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.4-R2
BY VERT,
ROOFING
NOA NO. 16-0314-.06
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TLE
PRODUCTS
SIDING
SNCOO
N/A
N/A
N/A
N/A
2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
SOF FIT
S7UCC0
N/A
SPACED 0 EVERY HI RIB (4. 0/C) W/ 1-3/4' EMBED.
N/A
N/A
PER NAIL
BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH Aq 318-11 AND ACI 301-05 ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 53D-11. AL DIMENSIONAL VIAL LUMBER SHALL 00 SOUTHERN PINE OR 2 OR BETTER AND SHALL PROVIDE
ALLOWABLE STRESS VALUES OF 1200 PS IN BENDING FOR A SINGE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS 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 ELASTIOTY 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 PARTTONS MAY BE CONSTRUCTED OF 2x4 0 24' Q.C. PLUMBING NOTES
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL 3. REINFORCING STEEL: GRADE 60 FY=60.000 ASTM A615-94. STUDS WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG
( ) BUGLE HEAD DRYWALL SCREWS AT 12. O/C MAX. I. 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 L ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBUSHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERUNES 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. DISPOSIIHON OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION I, ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10�-0" FROM ROOF JACKS
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT INTO HORIZONTAL WOOD FRAMING MEMBERS AND 3/47 PENETRATION INTO VERTICAL WOOD 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.SF., ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS ON VERTICAL WOOD FRAMING MENDERS, COMMON NAILS SHALL BE
DRAINS MUST BE A F 12" OFF THE BUILDING.
5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST E CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB L CONDENSATEMINIMUM 0
WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOC( COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16' CROWN METAL
MINIMUM OF 95% MODIFIED PROCTOR ASTM 0 1557. DOOR BEAMS (28' MAX) AND ADD 2-jF5 BARS BOTTOM IF DROP EXCEEDS 8'. MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 5 INSTALL CHASE PIPE FOR HVAC.
6. ALL MONOUTHIC 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 TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL DOWELS AS VERTICAL BARS ABOVE 1-1/2' LONG AND .120' DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPUCED AND SHALL BE .. ALL HEATING, AR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
8. DAMAGE PROBABIUTIES 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. 2014 5TH EDITION & ASIDE 7-10. XNFORM 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 ACES 'MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE STEEL NOTES GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FSC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, 1 OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIFPED WITH SOLID WOOD
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 20D5 EDITION, MATERIALS OXXRS NOT LESS THAN jr (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES PLATES A-31 IESS THAN jr (35 MM) THICK, OR 20-MINUTE FIRE -RAZED DOORS.
PROPOSED SINGLE FAMILY RESIDENCE BY: 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. A51 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
O O '�1' C-U�'Ie c • LOAD SCHEDULE LESS THAN }' (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
F1 vES
CONCEALED FASTENERS OR A LOCATION IM QFAQ BASTN IUAL
ARE THE RESPONSIBILITY Of THE lFpc L GROUND FLOOR 40 50 10 100 DRAWING INDEX
;ELLC'.'_ U`�T.vnL-llniycnTvTc?(1'PV SECOND FLOOR 40 15 10 65 C-1 COVEN SHEET
CGNTANTARAFRAWA 51 LEVV'ED FOR ?PNCE ROOF 30 18 0 48 A-1 FOUNDATION SH PLAN
t'LVIE%VED B ATTIC 20 10 0 30
. A-2 FLOOR PLAN
DATL
L'LANS ANll _R1'I1' nst BE I{T.PT ON JOB` A-3 ELEVATIONS
THESE PLANS AND ALL PROPOSED WORK C' ti� ";SPECT ION `,VILL BE 11ADE. ULTIMATE WIND SPEED = 160 m.p.h. A-4 SECTIONS
ARE SUBJECT TO ANY CORRECTIONS AVALON
BUILDING RISK CATEGORY O II A-5 STRUCTURALPLAN
REQUIRED BY P16LD INBpECTORS THAT BUILDING DESIGN AS ENCLOSED A-6 'TRUSS PLAN
MAY BE NECEBBARY IN ORDER TO EXPOSURE = C E-1 ELECTRICAL PUN
COMPLY WITH A66ApP61G.A86R CODES. M-1 MECHANICAL PLAN
ROOF DEAD LOAD FOR WIND
ALL MANUpgpT MLABI.@BSHOWING LOT 07 TERnAITEftiLki iW,c ,-. ..- DESIGN TAKEN AT 10 pa.f.
URACTCRBAND MIX OOMPLiANCE N01E: THIS STRUCTURE IS DESIGNED IN ACCORDANCE SYMBOLS LEGEND
Wm4FMENERGYCODEMUSE MEADOWOOD WITH CHAPTER 16 S THE BUILDING CODE
R ummONALLDOORSANDIALIMDOWB AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR 1
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
UN11L INSPECTIONS ARE APPROVED WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE # DETAIL 4 DWc, 2 INTERIOR
COPYRIGHT 2017 SCALE ELEVATION
FACTORS TO OBTAIN TEST PRESSURES
3
TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS DWa sc°EfAIAIF` c# COLUMN LABEL
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■ ■ ■ ■ in ■ ■ ■ SHOWN TYP. TYPICAL
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X 98 1/2' H X 98 1/2' H X 98 1/2' H X 98 1/f H X 98 3/4' H GROUT FILLED CELL SEE
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1: DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2X6, 5/4' BOARD OR 1x6. I GRAPHIC SCALE
TYP. BAY WINDOW l J/ A�FFASTENERS SHALL BE OF TTHECRETE SCREWS USED TO RE THE DOOR SIZE, LENGTH AND SPACING AMES TO THE S REWINGS IRED IN BE ANGLED SLIGHTLY THE PRODUCT APPROVAL INSTALLATION APPRECIABLELOSSRESISTANCE SC,�; Ile - V-e 0'-O�FlN FL SLAB FOOT ELEVATION
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MIN - 01
r
PROJECT LOG
ISSUED FOR START 08-29-17
ISSUED FOR PERMIT 09-26-17
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE 5TH 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 SHORNG COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITORED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2014
ABBREVIATIONS
ABV
ABOVE
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLER UNIT
B.F.
BI FOLD
B.P.
BI PASS
BLK.
BLOCK
BLW.
BELOW
BRG.
BEARING
BTM.
BOTTOM
CLG.
CEILING
CMU
CONCRETE MASONRY UNITS
COL
COLUMN
CONC.
CONCRETE
CSMT.
CASEMENT
DEL.
DOUBLE
DIA.
DIAMETER
DISP.
DISPOSAL
DP
DESIGN PRESSURE
DR.
DOOR
DW
DISH WASHER
E.E.
EACH END
ELEC.
ELECTRICAL
ELEV.
ELEVATION
E.S.
EACH SIDE
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST
UNTELS AS NECESSARY. (fm = 1500 PSI)
1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" O/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OR SERVICE AND
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPR71NG SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
THESE PLANS WERE PREPARED
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 PARE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2014 FLORIDA BUILDING CODE 5th EDITION
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT R WITHIN 36" OF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION R TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
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
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
CRDIN
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE R TOOLS.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC 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 1st FLOOR WINDOWS, 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. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIESOF SHOP DRAWINGS AND
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
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.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
SR BY THE8.
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COACTURER URTESY HIS
RESPONSIBILITY TO
THE UWITH
T AND IN NO AFULLYE FARCHITECTS
PROVIDE NON -FUSIBLE AT
CIRCUTLBREAKER ANDDAS
THE MASONRY.
TIESS
INTEGRATESVES
ROVI EARCHITECA LAYOUT THAT SUPERSTRUCTURE.
PUMPS NOT VISIBLE FROM PANEL PER MANUFFAACTUR RD
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS NY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS.
EXT.
EXTERIOR
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
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.
F.B.C.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE,
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
F.R.
FIRE RATED
M.T.
METAL THRESHOLD
STL
STEEL
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.
FR
FRENCH DOOR
MAX.
MAXIMUM
SW
SWITCH
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
FIN.
FINISHED
MFR.
MANUFACTURER
TEMP.
TEMPERED
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
FL
FLOOR
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
BEAM NOTES
SELECTED BY BUILDER.
G.T.
GIRDER TRUSS
MIN.
MINIMUM
T.O.
THROUGH OUT
SCHEDULE
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
GA.
GAUGE
M.O.
MASONRY OPENING
TO.B.B.
TOP OF MASONRY BOND BEAM
HORIZONTAL
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRER TELEPHONE OUTLETS AS SHOWN ON PLAN.
GALV.
GFI
GALVANIZED
GROUND FAULT INTERRUPT
MONO.
MTL
MONOLITHIC
METAL
TO.PL
T,D.T.B.
TOP OF WOOD PLATE
TOP OF TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE UNTEL MARK "L" TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWSE
( )
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.
GL.
GLASS
GYPSUM WALLBOARD
O.H.D.
OVER HEAR DOOR
ON CENTER
U.N.
U.N.O.GWB
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL:
NOTED
MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
2. ALL BOND BEAMS (MARK BE REINFORCING SHALL CONTINUOUS THROUGH BOND
GYP. BD.
HOT.
GYPSUM WALLBOARD
HEIGHT
,LF.
P.L
POUNDS PER LINEAR FOOT
UL
V.LF.
UNDERWRITERS LABORATORIES
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E.
O R
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OR 48 BAR DIAMETERS.
B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
HPS.
HOOPSROVIDE
P,S.F.
POUNDS PER SQUARE FOOT
W.A.WA.
WEDGE ANCHORS
7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
N APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a).
HR
HOUR
P.S.I.
POUNDS PER SQUARE INCH
W/
WITH
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
HS
HORIZONTAL SLIDING
P.T.
PARTN.
PRESSURE TREATED
PARTITION
WC
WATER CLOSET
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8.
HVHZ
HIGH VELOCITY HURRICANE ZONE
INSULATION
PKT.
POCKET
WD.
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WTH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602-
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
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 UGHTING CIRCUITS
INS.
INT.
INTERIOR
PLYWD.
R.O.
PLYWOOD
ROUGH OPENING
FOR MASONRY STRUCTURES.THAN
FOR MUST BE ENGINEERED AND
GR�(UN
AHEAD R SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
LG.
LONG
S.C.
SOLID CORE
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES17.
USS MANUFACTURER.ED
STAMPE10. D THE TRRS
SS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
LT.
LT.
LINEN
LIGHT
S.G.D.
SLIDING GLASS DOOR
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
PREWIRE FOR GARAGE DOOR OPENER SENSOR.
L.T.
LAUNDRY TUB
SF
SQUARE FOOT
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
SH
SINGLE HUNG
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
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL 'THICKNESS).
18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT,
UFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS
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
DESCRIPTION
AND EMBED. FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R11
9100 MD 16080
WAYNE DALTON
N/A
5/16'X 1-5/8' LAG SCREW AT EA JAMB BRACKET
D.P. +28.5 PSF
+39.2 PSF -43.7 PSF
6'-T DOOR HGT. = 5 BRACKETS EA. SIDE
-34.8 PSF
B
FL 17499.1
(2) SH 25
MI WINDOWS & DRS
SGL IMPACT
3/1V TAPCONS W/ 1-1/4' MIN EMBED
D.P,= +29.9 PSF
55.0 PSF -55.0 PSF
FL 15349.6
W/ F.G. ABV.
0 10' O/C MAX. SPACING & 2' FROM EDGE
-32.7 PSF
+60.0 PSF -60.0 PSF
C
FL 17499.1
SH 15
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
FL 15349.6
W/ F.G. ABV.
010' O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
+60.0 PSF -60.0 PSF
D
FL-7630.2
3080 DR W/
THERMA TRU
N/A
1/4' TAPCONS w/ 1-1/4' MIN. EMBED CORNERS O
D.P.--+31.9 PSF
+50.0 PSF 50.0 PSF
SIDELITE
6' & 14" O/C MAX. SPACING.
-34.8 PSF
E
FL 15349.6
4624 ARCHED FO
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4" MIN EMBED
D.P= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
F
FL 17499.1
SH 35
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
-34.8 PSF
G
FL 15349.6
51020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-44.8 PSF
H
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
010" O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
FL 17499.1
(2) SH 35
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
010. O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
J
FL-7630.1
2880 SGL UTE DR
THERMA TRU
SGL IMPACT
1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
6' & IV O/C MAX. SPACING.
-41.7 PSF
K
FL 16133.2
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +28.5 PSF
+55.0 PSF -55.0 PSF
012' O/C MAX. SPACING
-31.3 PSF
L
FL 15349.6
12014 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/9 MIN EMBED
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
EOIIAL SPACING & 3' FROM EDGE
-34.8 PSF
M
FL-7630.1
2680 SGL LITE DR
THERMA TRU
SGL IMPACT
1/4- TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
6' & 14" O/C MAX. SPACING.
-34.8 PSF
N
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
-34.8 PSF
0
FL 15349.6
3214 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
P
FL 17499.1
SH 36
MI WINDOWS & DRS
S(9_ IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
DR= +31.9 PSF
+55.0 PSF -55.0 PSF
0 1U" O/C MAX. SPACING & 2" FROM EDGE
-34.8 PSF
0
FL 15349.6
4614 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3• FROM EDGE
-36.3 PSF
R
FL-7630.1
2880 SOL LITE DR
THERMA TRU
SGL IMPACT
1/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
5' & 14" O/C MAX. SPACING.
-41.7 PSF
S
LL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCDS W/ 1-1/4- MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2" FROM EDGE
-36.3 PSF
T
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
-34.8 PSF
U
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/18" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 IT O/C MAX. SPACING & 2' FROM EDGE
-34.8 PSF
V
FL 17499.1
SH 23
MI WINDOWS & DRS
SGL IMPACT
3/1V TAPCONS W/ 1-1/4' MIN EMBED
DR= +33.5 PSF
+55.0 PSF -55.0 PSF
1
010' O/C MAX. SPACING & 2' FROM EDGE
-36.3 PSF
W
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/1,8' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
@ 10' 0/C MAX. SPACING & 2" FROM EDGE
_34.8 PSF
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH AG 318-11 AND ACI 301-05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH ACI 530-11.
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI
19. CARBON MONOXIDE DETECTORS 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
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2' UNFORMED
PLUMBING NOTES
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" D.C.
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WTH 1' LONG
3. REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615-94.
BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX.
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE NTH 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-ROVE 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 PUBLISHED BY THE
SUBSTRATE AT 4" O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERUNES UNLESS
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION R RAIN WATER SHALL COMPLY NTH F.B.C. PLUMBING CODE CHAPTER 11.
OTHERWISE NOTED.
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
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.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 25D0 P.S.F.,
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
6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL
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
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL
MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
DOOR BENS (28" MAX.) AND ADD 2- 5 BARS BOTTOM IF DROP EXCEEDS 8'•
USED FOR SOFFITS OR CEILINGS
S. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
15. PNEUMATIC FASTENERS SYSTEM TO BE HIL71-COIL NAIL PROGRAM. TYPE TO BE CRF 112G
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL
DOWELS AS VERTICAL BARS ABOVE.
1-1/2' LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
S. 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 PROBABIU11ES 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. 2014 5TH EDITION & ASCE 7-10.
CONFORM TO THE 28 REQUIREMOF THE FENTS ET FORTH DI G IN THE *FLORIDA BUILDING CODE MECHANICAL"
AND E.
9. PLACING DRAWINGS ON BAR USTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN,
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
PRODUCT
MODEL If
MANUF.
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
MAX. 104-1/4' HORIZ.
MI WINDOWS
& DOORS
1/4' TAPCONS W/ 1-1/4' MIN EMBED
(4) FASTENERS PER CUP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.4-R2
T
ROOFING
NOA NO. 16-0314-A6
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83A psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
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" 0/C) W/ 1-3/4' EMBED.
N/A
N/A
PER NAIL
PROPOSED SINGLE FAMILY RESIDENCE BY:
G ILL"FJ11 0`ES
H O'n
CONCEALED FASTENERS OR AT, ACHMIEN I S
ARE THE RESPONSIBILITY OF THE 170 --007 (e
CONTRACTOR OF RECORD §f.. "ets; COLN' SY piTILPENC
t@ l/i .iV ED YO R g".,4 jNCl
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
TERMITE TREATMENT REQUIRED
AVALON
LOT 07
MEADOWOOD
COPYRIGHT 2017
TYPICAL "MI" WINDOWS
N ' F N
co 0 co
18�" 36" 52a"
SH 15 SH 25 SH 35
M.O. 20 1/8' M.O. 38" M.O. 54 1/8"
1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOAT
P.T. WOOD BUCK P.T. WOOD BUI
38" 70" 38"
SH 35
TYP. BAY WINDOW `mil
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
TERMITE TREATMENT REQUIRED
FABRICATION AND ERECTION R STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION.. MATERIALS DOORS NOT LESS THANV' (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 LESS THAN V" (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 E7OXX. 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 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION
ROUND FLOOR
LK
40
CEAD
50
PARTN
10
TOTAL
100
DRAWING INDEX
C-1 COVER SHEET
A-1 FOUNDATION PLAN
per/\��� pp\q PLAN
SECOND FLOOR 40 15 10 65
ROOF 30 18 0 48
ATTIC 20 10 0 30
'sL
A-.1 FI FVA1 I
��gLITIMATE WIND SPEED = 160 m.p.h
HOILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.E.
NO L THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH 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
FE\ \
N NON
c
25k"
SH H35 I v 2x P.T.
■ ■ WOOD BUCK
SHOWN TYP.
I�I
I�iI�I I�III(
M.O. 27 1/2" M.O. 35 1/4' W M.O. 37 1/4' W M.D. 41 1/4' W M.O. 55 1/2' W M.O. 77 1/2" W
X 98 1/7" H X 98 1/2" H X 98 1/2' H X 98 1/2' H X 98 3/4' H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
1 EDGE OF SLAB
_1J
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 24 5/4" BOARD OR Id.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WTHOUT 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
SCALE
DETAIL
OwG. SCALE
SECTION
Owc SCALE
SECTION
Owc. SCALE
INTERIOR ELEV.
SCALE i
B, BEAM I..A L
A /SORTH
ON
P4
ARROW
A-4
SECTIONS
A-5
STRUCTURAL PL
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
4 Owc 2 INTERIOR
ELEVATION
3
C# COLUMN LABS
F# FOOTING LABEL
POT SHELF HEIGHT
AS NOTED
�%%�
SOFFIT
DROPlei
HEGHTEAS NOTED
Z - 1 LUI-
ARCHED
PLAN OR ELEV. SEE
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE
FOUNDATION PLAN
ffffffflffg■■I
--- BREAK LINE ELEV
scpLE: 1/e' 1•_p, GRAPHIC SCALE 0'-0" FIN. FL. SLAB
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
EN HEGHT CHANGE
FLOOR ELEVATION
L1J
a:
o Lu
v
u�i J
u J
LIJ D
w
z
r
A
m
W Z
z
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o Q
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a
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c
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-0:3omy
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t, G :3� N �
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o E o c� E
_EPcn ch c aj c o =
N
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cu E -p co =
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ham.
J
Z
O
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O
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V
J
�
0
= 1'
COVER SHEET
C-1
7;�
MW m 07
8"
FlBERMESH OR
w
FIBERMESH d a, N a
WELDED WIRE MESH
OR W.W.M.
SEE FOUN. NOTES
i-#5 NE
F0011NG REBAR
3" MIN. COVER 10
I Co
SEE FOOTING SCHED.
34 THICKENED EDGE #1
0A
U
•d
`.:"...
OTYP. EXTERIOR CONT.
1 MONOLITHIC FOOTING
WOOD POST, FlBERMESH OR
SEE FRAMING PLAN WELDED WIRE MESH
PAD REBAR
SEE FOOTING SCHED.
EDGE BARS ALWAYS
REMAIN. SPACE
OTHERS EQUALLY.
d
S
ri,' •'
� :a
SEE SCHEDULE
OIN r MONOLITHIC PA
CONC.
COLUMN
MATCHING DOWELS
48 BAR DIA. MIN.
GRADE e " W STD. HOOKS
N Z
g
;EQ.
PAD REBAR
EQ. SEE FOOLING SCHEDULE
EDGE BARS ALWAYS
SCHED. REMAIN, SPACE OTHERS
EQUALLY
l � J ISOLATED PAD
8" MATCHING DOWELS FOR
COLUMNS 48 BAR DIA.
MIN. W/STD.D. HOOKS
d
n °D ?ONLY
MESH
W.W.M.
BAR
SCHED.G SCHED.
R BAR WHEN
38 EQD.
EXT. CONT. MONOLITHIC
48 BAR DIA. SPLICE
� 48 BAR DIA. SPLICE
m
m m
O
m
8"x8" PRECAST
LINTEL. SEE LINTEL
SEE BEAM SCHEDULE
SHOP DWGS.
FOR REINFORCEMENT
48
BAR DIA. S
ICE
FILL COLUMNS
m
z
m
AND LINTEL SOLID
W/ GROUT
8"x8" FILLED
CELLS W/ 1
VERT. (TYP.T
r
TYPICAL DETAIL
A1 LINTEL ON COLUMN
FILL COLUMNS
CELLS
-
SOLID � 8"x8" FILLED
W/ PEA
GRAVEL CONCRETE SEE PLAN AND
COLUMN
SCHEDULE FOR REINF.
2 TYPICAL DETAIL
Al BEAM HEIGHT CHANGE
FOOTING SCHEDULE
MARK
SIZE WxD
REINFORCING
DESCRIPTION
DETAIL
NO.
F-1
20" x 18" X CONE
W/2 #5 CONE.
EXTERIOR MONOLITHIC
i
F-2
20" x 18" X CONE.
W/2 0 CONE.
EXTERIOR MONOLITHIC
0 RECESS
38
F-3
2'-6" x 2'-6" x 12"
W/3 #5 E.W. BIM.
PAD 0INTERIOR
WOOD POST
6
F-4
3'-0" x 3'-0" x 12"
W/1 5'S 012" O.C. E.W. BIM.
ISOLATED PAD
7
TE-1
10" x DROP x CONE
W/1,J5 CONE
THICKENED EDGE
AT DROP
34
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIPTION
CONC. BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT.
8x8
AT 6'-0" 0/C MAX. AND AT EVERY CORNER AND
C-1
BLOCK
B07H SIDES OF ANY OPENING MORE THAN 6'-0" WIDE
8x16
CONC BLOCK W/2 FULLY GROUTED CELLS W/1-#5 VERT. EACH CELL
C-2
BLOCK
AS LOCATED ON PLANS
8x12
C-3
BLOCK
CONC, BLOCK IN FULLY GROUTED CELL W/ 1-#5 VERT.
IRREGULAR
45' MITERED CONC. BLOCK IN FULLY
C-4
BLOCK
GROUTED CELLS W/ 2-15 VERT.
4"X4"
C-5
WOOD POST
PROVIDE BASE AND CAP AS NOTED ON DETAILS
CONC. POURED FILLED -
CELL W/ STL. PER PLAN
DOWELL & EPDXY (1) #5
REBAR INTO SLAB 0
FILLED CELL LOCATION W/
4" MIN. EMBED. INTO SLAB
TYP. HOLLOW
MASONRY BLOCK
RUNNING BOND
PER PLAN
� J
CONC. SLAB &
MONOLITHIC
FOUNDATION
PER PLAN
MISSED COLUMN
STL. DETAIL
0
1
t2
0
I
60'-0"
15-4" 2'-6" 6'-10 1/2" 3'-71/2"
5'-9" 6'-7" S-0"
SH 33 C2
HEAD 0 8'-0"
_ 4 STEP
O
F2 — �2880 SH 36 W
F1 I SGL LITE FG 18" HIGH C4
6" I FG ABV
6E- 6" RECESS I ® �c�� 4
9BG c'S'
C3 �
FORM SHOWER PAN \
1 1/2" LARGER ON ALL 1
SIDES THAN ACTUAL
OF1 FINISHED DIMS, v C4
SHOWN HERE
N
F1 �
SUPPLY U G COND
4" STEPJ
o
I
F1
2
,
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o
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_
N 0 I O
w _O
® "I
N
0 0 o
'a
1' 10" 2'-10° S-8"
/
UNDER SLAB
/ CONDENSATE LINE
O'
22'-0"
I F2 N
CONIC. PAD SLOPE 2"
FOR POWER TO ISLAND
,n E91
I I
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mod mm aim
oa o0
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16'-0°
I I I
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C2 H C2 HEAD 0 8'-0" C2
® ®®Sol
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I 2880 I O
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N
`n
I � m
12080 SGD J
W/ 12016 FG. ABV. (4 Pk EL) 0HEAD 0 10'-0" b
COVERED
RECPT
0'-0" FIN. FLOOR SLAB
NOTE:
ALL COLUMNS ARE C1 U.N.O.
F--T— ]
0 4,4" -J
r /
� F1
/ F— — — — — — — -
q'_p^ ® (2) SH 25
C2 W ARCI ED
� FG AB VE
F2
8" W X 5-N2" D RECESS ® C2
FOR PAVERS (FOOTING
DEPTH MEASURED FROM
BOTTOM OF RECESS) W/
6" W X 3/4" D RECESS
BEHIND (SLOPED)
22'-0"
m
F2
F2
FIL
mi
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®®
UT
SH
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35
7'-0°
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TEP
P 0
C2
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R
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0 CO
.
COL.
10'-8" T.O.B.B.
S-8°
3'-10"
1'-4"
2'-10"
2'-10"
1'-4°
3'-10"
7'-6"
8'-4"
7'-6"
23'-4"
J
C5 F-
®I
F3 L—J
26'-2"
FORM SHOWER PAN
1 1/2" LARGER ON ALL
SIDES THAN ACTUAL
FINISHED DIMS.
�O SHOWN HERE
3080DR W/
F1 SFGTRANSOM ETRARCHED
ABV
6" SHOWER
— " o C
C3 ®® 1 ®®
4 3-3Y -
I o Fl
8 win all
`o I 48,81
�® SH® HEAD 0 7'
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F4 I FOOTE R
,
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mm mm'xi m
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00 000�
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4'-7" E-0. . 6'-6" . 2'-0" 2'-4° 8''
EXTEND 5-1/2" EEP RECESS 4"
PAST EDGE 0 OPENING, TYP.
FINISH EDGE OF ONCRETE
AT RE ESS. TYP.
6'-7"
60'
10'-6'
15'-0"
PROJECT LOG
ISSUED FOR START 08-29-17
ISSUED FOR PERMIT 09-26-17
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FOUNDATION
PLAN
A-1
®- MW - 07
PROJECT LOG
ISSUED FOR START 08-29-17
ISSUED FOR PERMIT 09-26-17
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
*NOTE*
- ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECO
- ALL SWITCHES TO BE DECO
CALCULATIONS
TOTAL U/A 2388 S.F.
COVERED ENTRY 73 S.F.
COVERED LANAI 226 S.F.
GARAGE 581 S.F.
TOTAL AREA 3268 S.F.
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0' IN OTHER LOCATIONS.
3. IMPACT WINDOWS.
4. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0' A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. 0 MARBLE TUBS
5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
6. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
7. R-30 BLOWN -IN INSULATION AT ALL A/C AREAS
GARAGE CEILING
(4) 2x4 METAL STUD
FLOOR RO CEILING
GARAGE FLOOR —
ELECT. PANEL / CHASE
6'-6"
0
I
I
,2"
AC CONC. PAD DETAIL
N.T.S.
i.
WASHER DRYER
28-1/2° SPACE DRYER VENT
in
DRYER VENT LOCATION
FRONT VIEW
R-30 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS
ALL INSULATION SHALL COMPLY WITH FBC R302.10
FLAME SPREAD COMPLIANCE 25.
SMOKE DEVELOPED INDEX 50.
ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL
COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE
OF 200.
GYPSUM BOARD MATERIALS SHALL
BE IN ACCORDANCE WITH FBC 2014 R702.3.1 AND
COMPLY WITH ASTM STANDARDS
GYPSUM BOARD BACKER FOR CERAMIC TILE
MATERIALS SHALL BE IN ACCORDANCE WITH FBC 2014
R702,4 AND COMPLY WITH ASTM STANDARDS
l
HIM
17'-10" 10'-6" 15'-8°1 16'-0"
2'-6' 6'-101/2" 3'-71/2" 8.-0• 8'-0"
I I I I I
HB (2) S 35
SH 33 O (EGR SS)
- o R
SH 36 (TEMP WIC I w o SG88 TE ) d r — — — — —�
W/ 16" HIGH 2880
CABANA FG ABV P W' SGL LITE
a'- " 2'-e N 5'-4• -e° o ® ® �1 �sy2s N COVERED
cy I I
0 ABV. � , LANAI I
2 BLW. " (ABV MAIN SLAB gp NSLAB) oo
_ MASTER
'* NOOK % SUITE
11'-4" CLG. PAVERS g g 9'-4"/10'-4" CLG.
M 2 L
Z 2680 N 12080 SGD (4 PANELS)
10" 3'-0" 8" 10'-2" SGL LITE W 16" HIGH F TRANSOM A V K LW. I
FLAT ARCH
BEDROOM 3 SPRING 0 8'-0" a 2'-101/2" 13'-9 1/2" ; z'_D" 10'-8"
9'-4" CLG. TOP 0 8'-8"
12'-0" c, 4 5-6 5'-6- 2'-8" 5'-6" 4" 17'-4"
3m L-------- -�
O O FLAT ARCH
00 Z GREAT ROOM SPRING ®18'-0"
O o o 11'-4" CLG. TOP 0 '- a
12'-0" v of v
ISLAND -
I
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N �
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11'-4" CLG. iv x
`cy 4'-8" 3'-8" 5'-B"
" REF / HIS
tip° --SE / �. �o HERS
BEDROOM 2
9'-4" CLG.
,'-5° 1'-5" 2'-)" 1'-4" 8 3'-8" 8• 5-11"
0 — NICHEri-21
2680
2 O I o---------------- FLAT ARCH 8.3 4" 2"
SPRING 091-0'
TOP ®10'-6"
o L--LL -
_� FLAT ARCH
a ® 7IN
SPRING 0 8'-0'6'-2" 4" TOP ®B'-8`6080 BP F �o
wre6l
UTI L. FOYER o '
z a 12'-4" CLG. N
OPT D II LPT DINING 3 1 3080 DR W/=— 11'-4" CLG. o I I SIDELITE &ARCHED °
�_g" " `� FG TRANSOM ABV BATH , ° "
BATH 2 ?se ®46 ®J�"N s'-a" CLGJ a
L O LINEN - 0 4" 11�_p• 0 8" o OA V. 10,-8" 0 4 0 4,_8.
5 SH i OD BLW. ZHMWR
° °
MECH N PAVERS I V NITY — — —
8" 7'-0' 4'-0" E H 0 6" AF FL T RC
GARAGE SEPARATION 00 ® ®® �t G1F9 COVERED '"
REQUIREMENTS PER 302.6 E�JTRY
R-11 BATT INSULATION FOR DEMISING 4'-0" (2) 25 a �F°P
WALL PER ECALCS W/ 1 2 FG ABV. m 14 0° CLG. m m
II— 227x54 N L o ®O •�, (ABV I;AIN SLAB)
I
PULL DN STAIR a N ®® F SH 35
W/SW. LT. J 0 MIN. SOLID CORE ® ® — — — ® ® L (TEMP)
DOOR W/ RABBITTED UtibUUK
JAMB OVERSIZED ® I °p
—-R9TH57RI 1Nl' I 48"W1 E x 8" DEEP
AND SELF -CLOSING UB D CK
HINGES 4'-6"
ATTACH P.T. 2X8 ro06 mro I m m m ro
ABV. GARAGE DOOR ¢1 ro m °d m m m m m m
W/ 3/16°X3" TAPCONS mo cd 0 4 o o d o 0 0
8
22,-O" I "
-I -I
2'-0'
2 CAR GARAGE S I A4
2'-10" 1'-4•
GARAGE SMOOTH COAT I O 6'-7" 4'-7° 2'-0' 6'-6" 2'-0" 2'-4• 8'-4° _ V-4°
STUCCO FINISH AT EXTERIOR
MASONRY WALLS. STUCCO TO wo
STOP ®INTERIOR DRYWALL w
zlJ
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M W
ol
ATTIC VENT CALCULATION: (SQ IN)
ATTIC AREA CALCULATED ® 3268 (SQ.FT.) x 144 = 470,592 SQ IN.
/ 150 = 3,137 SQ. IN. REQUIRED NET VENT AREA
/ 15 SQ IN. PER LINEAR FT. (257 LF) VENT = 3,855 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE 77LE
90,E FELT SELF-ADHESIVE UNDERLAYMENT
OVER 31 FELT TIN TAGGED
TO EXT. GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES
024" 0/C TYPICAL
W/APPROVED GALV. TRUSS
ANCHORS EA. END
I$ SEE PLANI ELEV.
GALV. M71. DRIP
ON 1 X2 P. T.
2x8 PAINTED TEXTURED
SPRUCE FASCIA
CEMEN77TOUS FINISH ON METAL LATH ATTACHED
2x4 LEDGER BOARD
W/ 3" CONTINUOUS ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
MEDIUM TEXTURE DECORATIVE
CEMEN71TOUS FINISH
OVER 8" CONC. BLOCK
R 4.1 FI-FOIL BETWEEN STUDS
0'-0" FIN. FL. SLAB
,
�12
6 V
12'-0'
7IX2
INSULATION
PER ENERGY CALC.
RAT RUNS PER
TRUSS MANF. 8" DRYWALL OR 1/2" "TOUGHROCK"R EQUAL) APPLIED TO
NDERSIDE OF TRUSSES
RE STOP
ONT. 8"x16" MASONRY BOND BEAM
/ iJ/5 CONT. TOP & BOT. - FILL W/ CONC.
ONT. METAL POUR STOP
2" DRYWALL
P.T. FURRING ® 24" 0/C
EXTERIOR BLOCK WALL TO BE
WOOD BASE
MONO. CONC, FOOTING
SEE FOUNDATION PLAN
FOR NOTES & DETAILS
e
'
IIIII I
IIIII
II
TYPICAL WALL SECTION
3/4" = 10"
Product Submittal Sheet
Vln'/COrpeOm i
1 7Ah i,,-e
C a I,wastern D ctrlcY 9u�.ding Sy tors LLC "a"! 'lord"166
Soffit Vents (One Piece)
Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &, plaster.
v
�9
1/2"
DRYWALL
GS58-300V 1 518" 1 3" wide vent (one piece) 5" overall width, perforated flanges 1 15
3" Soffit Vents —Continuous one-piece Soft Vent w,lh reinforcing note key into stucco &: plaster. Vent Clips are provided to connect Soffit Vent and
I assist in alignment.
Vent area'. 15 square inches per lineal ft
Caulk all intersections, buttloints, ends and comers at time of installation,
TYPICAL INSTALLATION
,, WINDOW ASSEMBLY
AS REQUIRED
MANUFACTURER
MARBLE SILL-\ CAULK
CAULK SEAM AT
4' MORTAR OR : < WINDOW INSTALL
<. GROUT r '
° d :"
d.
d 4 " a. A.
*CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2014 703.8
SHER—CRETE
FLEXIBLE CONCRETE
WATER PROOF — SMOOTH
A5-200 SERIES
SHERWIN WILLIAMS MANUFACTURER
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPECS
.�, ..SET SILL IN
MORTAR BEDFULL AND HEAD JOINT
_�,., ..`.:.:•'- ::.: ? STUCCO OR
''0 DECORATIVE
'a �CEMENTITIOUS COATING
a " A. .
3/4" FURRING TO
"% MASONRY WALL 4 a" C.M.U.
4 . " ..
CAST-CRETE PRECAST SILL DETAIL
SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATION
J 34.8 PSF CEMENTITOUS FINISH, TYP.
-36.3 PSFHOV'
O -34.8 PSF O -32.7 PSF STUCCO BAND, IYP. O Op D.P = +31.9 PSF BLW. FOR WALLS
-34.8 PSF
FRONT ELEVATION - CLASSIC
FOR
D.P.= +28.5 PSF
O-34.8 PSF
FIXED
5-10"
D.P.= +33.5 PSF
O-44.8 PSF
ISO
D.P.= +33.5 PSF
36.3 PSF
o H
I
in
a=6-0"
12
�6
RIGHT SIDE ELEVATION- CLASSIC
D.P.= +29.9 PSF D.P.= +31.9 PSF D.P.= +28.5 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF
O-36.3 PSF O -41.7 PSF O -31.3 PSF O -34.8 PSF O -34.8 PSF O -34.8 PSF O -41.7 PSF REAR ELEVATION
(AROUND CORNER) (AROUND CORNER)
FIN. FL. SLAB
0' 0" FIN. FL. SLAB
14'-0" T.O.B.B.
12'-0" T.O.B.B.
11'-4" T.O.B.B.
9'-4" T.O.B.B.
0'-0" FIN. FLOOR SLAB
PROJECT LOG
i55UED FOR START OB-29-17
ISSUED FOR PERMIT 09-26-17
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ELEVATIONS
A-3
File Copy
�0 MW - 07
//
PROJECT LOG
ISSUED FOR START 1 08-29-17
ISSUED FOR PERMIT 09-26-17
D.P.= +31.9 PSF D.P.= +31.9 PSF
O-34.8 PSF O -34.8 PSF
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
12
6�
i
ini IN FOR I- ON IS
1=1101 FOR 10110
J I imI _I
GARAGE BEYOND
CONIC. COLUMN
WEATHER STRIPPING
BY DOOR MANE.
7GARAGE DOOR
GALL STL. VERT. TRACK
BY MANE. FASTENED TO
TRACK BRACKETS W/
1/4"-20xllf CARRIAGE
BOLTS & LOCK NUTS
GALV. STL. TRACK
BRACKETS FASTENED
TO WOOD JAMB W/
3/16"xl-1/4" LAG SCREWS
2x8 P.T. ATTACHED TO
iANU.'S METHOD OF COLUMN W/ 518" WEDGE
TTACHMENT SHALL ANCHORS ® 2'-0" 0/C VERT.
REVAIL WHEN SUBMITTED 6 MAX. FROM ENDS) AND
V COMPLETE INSTRUCTIONS (""
2 FROM INSIDE EDGE OF 2X8
JAMB DETAIL (GARAGE DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
REQUIRED, ADD (1) J" A.B. TO EACH SIDE OF THE
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
BRACKET.
o OPENING o
TO DINING
N ROOM
D.P.= +33.5 PSF
O-36.3 PSF
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3/16" TAPCON SCREWS
0 12 0/C. MIN. 1-1/4" El
PERIMETER SEALANT
k- STUCCO FINISH
k—CONC. OR MASONRY
lx2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX.
DRYWALL BOARD
CAULKING
JAMB DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
LOW WALL
nvc � M
lx2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
1-1/2" CASE HARDENED CO
NAILS AT 12" 0/C. MAX.
CONIC. OR MASONRY
.. ." .. /Uvo . .
`-DRYWALL BOARD
CAULKING
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3/16" TAPCON SCREWS
® 12 0/C. MIN. 1-1/4" El
ERIMETER SEALANT
STUCCO FINISH
HEAD DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
A
mu-
ll'-4" T.O.B.B.
10'-8" T.O.B.B.
W-4" T.O.B.B.
OBSCURE
D.P.= +33.5 PSF
36.3 PSF
O
0'-0" FIN. FL. SLAB
LEFT SIDE ELEVATION - CLASSIC
PRE ENGINEERED WD. TRUSSES �\
24" 0/C TYPICAL
T R-19 INSULATION AT ALL VERTICAL
KNEEWALL LOCATIONS PER ENERGY CALCS
/ R-30 INSULATION AT AIR CONDITIONED -
CEILING LOCATIONS
txxxx>n cx'xxxxl
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o
" M GREAT ROOM
STUCCO FINISH
PERIMETER SEALANT
IFCONC. OR MASONRY
lx6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARC
, COIL NAILS AT 12" 0/
L DRYWALL BOARD
CAULKING
DOOR FRAME
FASTEN TO BUCK W/
SCREWS 2'-0 EWS" O/C
JAMB/HEAD DETAIL (S.G.D.)
ALUMINUM FRAME OOR FRAME FASTEN
SECURE FRAME TO SILL TO BUCK W/(2) 3/16"x
WITH SILICONE 2-i/2" TAPCON
CAULKING SCREWS ®2'-0" 0/C
((�� FLOOR COVERING
'OOooO QO
a
.,'opo °oo d�
PRECAST OR POURED
SILL W/ 1 #5 BAR GROUT BED
PERIMETER SEALANT CONCRETE SLAB
SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS.
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & lx PRESSURE TREATED LUMBER.
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING
FOR MINIMAL EMBED REQUIRE[[) AS NOTED PER PLAN.
12
6
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
D.P.= +31.9 PSF
R 41 7 PSF
BUILDING SECT ON A -A
CONC. OR MASONRY
2x6 P.T. BUCK RIPPED
TO WIDTH OF DOOR JAM
SET IN SEALANT FASTEN
W/ 114" DIAL x 3-114"
TAPCONS 3" FROM E.E.
floo o Q o AND 6" OIC MAX.
DOOR TRIM
DOOR FRAME
FASTEN TO BUCK W/
(2) J6 GALV. x 2"
SCREWS ® 2'-0" O/C
DOOR TRIM
PERIMETER SEALANT
STUCCO FINISH
HEAD/JAMB DETAIL (DOOR)
DOOR THRESHOLD SET
IN BED OF CAULK &
FASTENED TO SILL W/
#8 x 1 1/2" SCREWS
® 18" O/C
PERIMETER SEALANT
FLOOR COVERING
q
CONIC. FLOOR SLAB
PERIMETER SEALANT
STUCCO FINISH
SILL DETAIL (DOOR)
14'-0" T.O.B.B.
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SECTIONS
ELEVATIONS
PROJECT LOG
Ir ( ISSUED FOR START 108-29-17
ISSUED FOR PERMIT 09-26-17
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
a: EDGE STRIP DEFINED AS THE LESSER OF 10%
OF LEAST HORIZONTAL DIMENSION OF BUILDING
OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF ZONE
NAILING REQUIREMENTS.
EN
O
ROOF ZONE DIAGRAM
O
23
TC
3
S
WALL HEIGHT CHANGE
(FI
813 LBS. MAX.
WALL HEIGHT CHANGE
11112 LBS.
'FTC-2
1090 LBS. MAX.
TC-2
734 LBS. MAX.
WALL HEIGHT CHANGE
WALL HEIGHT CHANGE
0
9' -4" PLATE HT.
10'-811 PLATE HT.
11'-411 PLATE HT.
PLATE HT.
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On Layout & Enaineerina Sheets
TRUSS CONNECTOR SCHEDULE
PER
ALLOWABLE UPLIFT
PARALLEL LOAD (172)
PERPEND. LOAD (F1)
E-BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
-
9901
1980 1
335 1
670 f
245
490
-
1205 #
2410 1
335 j
670 1
245 j
490
1 4' x 1-3 4' WAS.
1225 1
1225 1
1225
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1870 1
2430 1
710 1
1310
270
1215
4 10d x 1-112'
1530 #-
-
-
-
-
2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD
)NS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
DIAPHRAGM
SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE i
ZONE 2
ZONE 3
PANEL
FRAMING
BOUNDARIESr-O
INTER,
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
8d RING-
8d RING-
8d RING-
8d RING-
8d RING-
8d RING -
EXPOSURE 1, OR EQUAL
24" 0/C
SHANK
SHAW
SHANK
SHANK
SHANK
SHANK
BLOCKED AS
SPAN RATING 40 20
19 32"
MAX.
6" 0 C
6' 0
6" 0 C
6" 0 C
4" 0 C
4" 0 C
SHOWN ON PLAN
APA RATED SHEATHING
8d RING-
8d RING-
NAIL CORNER STUDS
EXT.
EXPOSURE1, OR EQUAL
16" O/C
SHANK
SHANK
AT 4" 0/C ICAL
WALL
SPAN RATING 40 20
19132
MAX.
4" 0 C
6' 0
BLOCK FqE EDGES
APA RATED SHEATHING
8d RING-
8d RING-
8d RIW-
INT.
EXPOSURE I, OR EQUAL
16" 0/C
SHANK
SHANK
SHAD'(
BL K FREE %
WALL
SPAN RATING 32116
15132
MAX.
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6" 0C
12" OfC
GES
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TRUSS PLAN
File C
MW = 07
PROJECT LOG
ISSUED FOR START 08-29-1-1
ISSUED FOR PERMIT 109-26-1I
Plans are Prepared for the Builder and not any Planned or Future user /
Home owner of the Subject Property and any Modifications, Deletions and
other Changes Authorized by GHO Homes Corporation or other GHO entity
are Permissible to included, but not be limited to Electrical Design
Modification, Fixture or Outlet or Circuit changed, Combinations or
Changes. All Final Work shall be at a minimum Equal to Code minimums
and any changes are only Permissible if Suggested and complete by a
licensed Electrician so long as Applicable Codes are Met and Load
Sufficient to Meet GHO's minimum Level of Service and Operation.
NOTE: ALL VANITY WALL LIGHTS TO
BE 100" A.F.F. U.N.O.
NOTE: ALL EDGE OF SWITCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
NOTE: PROVIDE ARC
FAULT —INTERRUPTER PROTECTION
FOR ALL DWELLING UNIT BEDROOM
RECEPTACLES. (PER NEC 210-12)
*NOTE*
— ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECO
— ALL SWITCHES TO BE DECO
ELEC. PANEL "A" 200 AMP
CIRC.
DESCRIPTION
POLE
BRKR
WIRE
VA.
100%
2
AHU HEAT STRIP
2
0
9.6
2
A/C COMPRESSOR
2
0
0
1
ELECTRIC COOKTOP
2
10.0
0
1
WALL OVEN
2
L606
10.0
0
2
DRYER
2
5.0
0
2
WATER HEATER
2
4.5
0
1
WASHER
1
20
1.5
0
1
MICROWAVE
1
20
1.5
0
1
DISHWASHER
1
20
1.2
0
1
REFRIGERATOR
1
20
1.2
0
3
SMALL APPLIANCE
1
20
4.5
0
1
BATH GFI
1
20
12
1.5
0
14
GEN. LIGHTING
1
15
14
5.9
0
I 'o.o I ...
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 14.72
,A10 LOAD AT 657 = 6.24
TOTAL = 30.96 30.96 x 1000/240 = 129 AMPS
(1) SETS OF (3) #4/0 AWG. THWN
IN 2 CONDUIT
200 AMP SERWCE
p METER
DISC. COM'30 'A"
PANEL
U11,
200 A
5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEING BAR IN
THE FOUNDATION 20'-0" LONG MIN,
ELECTRICAL RISER DIAGRAM
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULATED 0 2388 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 7164 / 12 (GEN.LTG.CIR.) = 597 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALC S. ONLY.
TION
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ELECTRICAL
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PLUMBING RISER DIAGRAM
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22288.2
Schedule
Exhaust Fan
F
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D
Rheem Equipment ARC 7943714
5.0 Ton 16 SEER RH1T60
AHU
5.0 Ton 16 SEER RA1660
Cond
5.0 Ton
Job #: Avalon Lot 7
Performed by Skyetec for:
GHO Homes
9619 Knollwood Lane
Fort Pierce, FL 34951
Avalon
Scale: 1 : 137
Page 1
Right -Suite® Universal 2017
17.0.04 RS000269
2017-Sep-19 11.58:09
...ons\Skytec\Avalon Lot 7 GL S.rup
PROJECT LOG
ISSUED FOR START 08-29-u
ISSUED FOR PERMII 09-26-L1
1 I BLDG COMMENTS 01/09/IE
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MECHANICY
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M-1
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MASTER BATH
PLUMBING RISER DIAGRAM
TOTAL AIR VOLUME CUBIC FT. _
22288.2
Schedule
Exhaust Fan
F
Range Vent
R� J
Dryer Vent
D
Rheem Equipment ARI 7943714
5.0 Ton 16 SEER RH1T60
AHU
5.0 Ton 16 SEER RA1660
Cond
4'1Hnt.7'i1
Job #: Avalon Lot 7
Performed by Skyetec for:
GHO Homes
9619 Knollwood Lane
Fort Pierce, FL 34951
4 I LAM
4 ", 4.5 ft
Scale: 1 : 137
Page 1
Right -Suited Universal 2017
17.0.04 RS000269
2017-Sep-19 11:58:09
...ons\Skytec\Avalon Lot 7 GL S.rup
PROJECT LOG
ISSUED FOR START 08-29-17
ISSUED FOR PERMIT 09-26-17
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MW = 07