HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED: �• ' I' r(
REVISION FEE: 00
PERMIT # l r(I - a Y
RECEIPT #
RECEIVED
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
OCT7 2��
FORT PIERCE, FL 34982-5652
(772)462-1553 FAX (772) 462-1578
PEMAITTING -
St. Lucie County, FL
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
I. ADDRESS:
ADDRE6 ��
SS: (�6
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: c GL
BUSINESS NAME:
QUALIFIERS NAME: /^ I i
ADDRESS: -5"o /r7
CITY:
PHONE (DAYTIME): _77?2 - 9-4-3.
4. OWNER/BUILDER INFORMATION:
NAME: t� fl D me G<G
ADDRESS: --590 /✓rU Mel -
CITY: rl Si �.tici c
PHONE:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: Nit, {,(.(.0 'h y
ADDRESS:
CITY: f t _ u -e_
PHONE (DAYTIME):
Revised 07l27f2014
Sam
BUILDING 1)iV1.10N
------------
FOR CGA
REVIEIY BY
DATE
PLANS AN() PE,i;�,l'P
MUS'i SE KEPT ON J+ 3R
ST. LUCIE COUN ry Q1kRIMPE^ 1^ti
M�M.IiXm
FAX-.
ATE: �_ ZIP:
FAX: S/— 1,.4R-DA
STATE:
GENERAL NOTES
CONCRETE NOTES
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER,
1. THESE DRAWINGS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE (F.B.C..
1, CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR Nil. PROVIDE PRECAST
1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL @ CEILING & WALL INTERSECTIONS OR
THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE
DAYS AS SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED
LINTELS AS NECESSARY. (fm = 1500 PSI)
8'-0" O/C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718.
THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS
AND SHALL LOCATE METER & PANELS AS REQUIRED.
2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER
OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11
DESIGNERS LAYOUT.
FLORIDA BUILDING CODE.
AND ACI 301-05. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH
2. MORTAR TYPE M, PER ASTM C 270-92.
2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
ACI 530-11.
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.)
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADOPTED BY THE
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/
WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN
CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSION
kL 3, WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BI
COUNTY AND ALL APPLICABLE AMENDMENTS.
2, MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR
3,000 PSI. PEA GRAVEL CONCRETE.
SIDELIGHTS, SLIDING GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED.
OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL
COPPER OF EQUAL AMPACITY.
BARRIER - 3/4", BEAMS AND COLUMNS - 1-1/2", FORMED CONCRETE BELOW
REVISIONS ACCORDINGLY.
4. THESE DRAWINGS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE
GRADE - 2", UNFORMED CONCRETE BELOW GRADE - 3".
4. REINFORCING:
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE,
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THI
3. REINFORCING STEEL: GRADE 60 (FY=60,000) ASTM A615-94.
VERTICAL:
AND MIN. NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW
WINDOWS. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE
PART OF THE DESIGN.
CONSTRUCTION.
UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C, CHAPTER 13
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
THE FLOOR.
ENERGY EFFICIENCY SECTION.
"THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION"
4. TRUSS MANUFACTURER SHALL SUBMIT THREE 3 COPIES OF SHOP DRAWINGS AND
( )
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP W/ A VERTICAL CORE, IT SHALL
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL BE DETERMINED
ENGINEERING CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED
SPECIFICATIONS.
6. REGISTERED BAITING SYSTEM FIR TERMITE TREATMENT TO BE INSTALLED
NOTED OTHERWISE.
NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN
USING TABLE 2405.3 & .3A OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES
AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2014
THOUGH IT IS IN AN ADJACENT CELL TO HE VERTICAL WALL REINFORCING.
FOR ENGINEER'S REVIEW PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY
5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
IS A COURTESY BY THE ENGINEER AND IN NO WAY RELIEVES THE TRUSS
SUPPORT ALL LOADS DURING CONSTRUCTION.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF
MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
INCH FROM THE MASONRY.
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED,
INTEGRATES WITH THE ENGINEER'S SUPERSTRUCTURE. IF THERE IS ANY CONFLICT OR
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER
6. CONCRETE BEAM SIZES MAY INCREASE (6" MAX.) AS REQUIRED FOR ARCHITECTURAL
JUMPERS OR TRANSFER GRILLES.
ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL NOTIFY THE ENGINEER
RECOMMENDATIONS.
DETAILS FOR TO FIT BLOCK COURSING, DROP BOTTOM OF TIE -BEAM AS REQUIRED AT
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED
IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
WINDOW AND DOOR BEAMS (28" MAX.) AND ADD (2) #5 BARS BOTTOM IF DROP
IN THE COLUMN SCHEDULE.
7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV,
9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS A;
EXCEEDS 8".
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
SHOWN ON PLANS.
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON
7. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND
CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW
TRUSS DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
NUMBER OF DOWELS AS VERTICAL BARS ABOVE.
REINFORCING BARS TO CONTINUE UNINTERRUPTED.
GARAGE NOTES
SELECTED BY BUILDER.
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AN
8, REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED
HORIZONTAL:
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND
NUMBER AS HORIZONTAL BEAM REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
A. HORIZONTALREINFORCEM ENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 1-3/8" (35 MM) THICK, SOLID OR HONEYCOMB
IDMINUTE
7, STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
12. PROVIDE PRE -WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
SCHEDULE.
CORE STEEL DOORS NOT LESS THAN 1-3/8" (35 MM) THICK, OR
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD
FIRE -RATED DOORS.
CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED
5. GENERAL:
BY THE CONCRETE REINFORCINGRCINGSTEEL INSTITUTE UNLESS NOTED OTHERWISE.
2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATE
. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. 7-10/T,M.S.
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAG
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE
COUNTER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a),
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGABLE PER
402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
(0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING
OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
FBC TABLE R.301.2(1).
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
INTO THE GARAGE.
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY
BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING
T.M.S. SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY
NOT LESS THAN 1!2" (127 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
CIRCUITS AHEAD SWITCHSELF CONTAINED BATTERY BACK-UP.
ESO
ON SPECIFICATIONS FOR MASONRY STRUCTURES.
SPECIFICATIONS
10. HEADERS FOR FRAMED OPENINGS GREATER THAN W-0" MUST BE ENGINEERED AND
DETECTORS SHALL BE TANDEM ALL DETECTORS SOUND SIMULTANEOUSLY.
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL.
FOUNDATION NOTES
11. ALL OTHERWISE SEDNOT DERS V( OR WOOD FRAMEER DOORS AND DCONS ROWS OUCT OBE N OR P) 2XITS S DEENDING ON ALL
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
18.
ST. LUCIE COUNTY PRODUCT APPROVAL
ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED
CELLS AT EACH LIFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER
CLEANING AND INSPECTION, AND BEFORE GROUTING.
1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH ON
0ON CLEAN WELL COMPACTED FILL
.006 VISQUEEN OR EQUAL)
(
WALL THICKNESS).
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL
PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER
120-VOLT, SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS
DWELLING UNITS.
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
OPEN ID
PRODUCT
MODEL #
MANUF.
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
USES. 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF
2. ALL REINFORCING STEEL TO BE GRADE 60.
1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
A
FL 15332.3 R-3
9080 SGD
MI WINDOWS DRS
NON IMPACT
3/16"@AZCO/C/4"MINEMBED
MAX,, SPACING
D.P =+28 4 PSF 3 PSF
+39.2 PSF -43.7 PSF
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 @ 16" O.C.
STEEL NOTES
UNLESS NOTED OTHERWISE.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F.
STUDS, W! 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL W/ 1" LONG
BUGLE HEAD DRYWALL SCREWS @ 12" Q.C. MAX.
PLUMBING NOTES
FL 9174.10 R-11
9100 OHD 16070
WAYNE DALTON
N/A
5/16"X 1-5/8" LAG SCREW E4. JAMB BRACKET
T-0" DOOR HGT. = 4 BRACKETS EA. SIDE
D.P.+28.4 PSF
+39.2 PSF -43.7 PSF
g
-34.7 PSF
HALL CONFORM THE AI "SPECIFICATION FOR THE DESIGN
1. STRUCTURAL STEELS RM TO SC
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION.
MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS:
5. FILL PLACED WITHIN T-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST
OF CLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO
SUBSTRATE AT 4" O.C. AS FOLLOWS:
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405,
E
FL 7630.2 R-5
3080 EXT DR
THERMA TRU
SGL IMPACT
114" TAPCONS W/ 1-1/4" MIN. EMBED CORNERS @
D.P.= +29.9 PSF
-32.7 PSF
+ 0. PSF -50.0 PSF
5 0
W/SIDELITE
4" & 18.33" O/C MAX. SPACING
SHAPES, PLATES A-36 BOLTS - A 307-00 TUBULAR- A500-01a GRADE B (42 KSI)
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY
95%a MODIFIED PROCTOR ASTM D 1557.
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL
WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS
F.B.C.
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
1
FL 17499.6
SH 35
MI WINDOWS
& DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4" MIN EMBED
@ 12" O/C MAX. SPACING
D.P.=+31.9 PSF
-34.7 PSF
+55.0 PSF -55.0 PSF
"STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL
TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED,
SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT
FL 15349.1 R-8
6020 TRANSOM
MI WINDOWS
NON IMPACT
3/16" TAPCONS W/ 1-1/4" MIN EMBED
D.P.=+33.4 PSF
+60.0 PSF -60.0 PSF
BE A.W.S. A5.1 E70XX.
BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL.
OVER A RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG,
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE
2
& DRS
@ 12" O/C MAX. SPACING
-36.3 PSF
7116" CROWN METAL. MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD.
CHAPTER 11.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS.
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS.
3
FL 17499.E
(2) SH 26
MI WINDOWS
NON IMPACT
3/16" TAPCONS W! 1-1/4" MIN EMBED
pp= +29.9 PSI,
+50.0 PSF -50.0 PSF
& DRS
@ 12" O/C MAX. SPACING
-32.7 PSI.
8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER
TABLE R301.2(1).
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE
CRF 112G 1 1/2" LONG AND .120" DIAMETER U.N.O.
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING.
3/16" T CON /4" N EM D
F 17499.E
SH 35
MI WIN O
& D
IMPA
@ 12 MAX. S CING
=+ PS
-34.7 PSF
+55.0 .0 PSF
6. INSTALL CHASE PIPE FOR HVAC.
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL
SUPERIMPOSED WIND LOADS PER F.B.C. 2010 & ASCE 7-10.
5
FL 17499.6
(2) SH 25
MI WINDOWS
3/16" TAPCONS W/ 1-1/4" MIN EMBED
D.P.=+29.9 PSF
+39.2 PSF -43.7 PSF
& DRS
NON IMPACT
@ 12" O/C MAX. SPACING
-32.7 PSF
BEAM SCHEDULE NOTES
MECHANICAL NOTES
6
FL 15332.3 R-3
6080 SGD
MI WINDOWS
NON IMPACT
3116"TAPCONS W/1-1/4"MIN EMBED
D.P.=+29.9 PSF
+55.0 PSF-55.0 PSF
& DRS
@ 12" O/C MAX. SPACING
-32.7 PSF
THESE P LAN
S WERE PRE PARED
1. ALL COMPOSITE LINTEL (MARK "L") TOP BARS SHALL BE CONTINUOUS UNLESS
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT
SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING
CODE MECHANICAL AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
7
F 7499.E
(2) SH
MI WIND
ACT
3/16" TAPCONS 1-1/a"MIN MBED
DP=+g SF
.. ,
+55.0 -55.0 F
& @ 12 O/C . SPACI
FL 17499.E MI WINDOWS NON IMPACT 3/18 iRP>;ONS WI 1-1/4" MIN EMBED 29.9 PSF +55.0 PSF -55.0 PSF
8 (2) SH 26 & DRS @ 12" O/C MAX. SPACING -37.7 PSF
FL 17499.E SH 15 MI WINDOWS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P =+33.4 PSF +55.0 PSF -55.0 PSF
g & DRS @ 12" O/C MAX. SPACING -36.3 PSF
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
PRODUCT
MODEL #
MANUF.
-HYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
FL 15353
MI WINDOWS
1/4" TAPCONS W/ 1-114" MIN EMBED
37.7 PSF
+54.0 PSF -54.0 PSF
MAX. 84" VERT.
& DOORS
(4) FASTENERS PER CLIP TOP & BTM.
ROOFING
NOA NO. 16-0314-06
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 PSF
-172 PSF
BEL- AIR CONC.TILES
PRODUCTS
ROOFING
UNDERLAYMENT
UE
NOA NO. 12-0417-06
BORAL TILESEA
MEMBRANE: 1 OR MORE PLIES OF BORAL TILESEAL
N/A
N/A
TIC
PESTICK
PEEL&
SBS UNDERLAYMENT
PRODUCTS
UNDERLAYMENT W/ A MIN. 3" HEAD LAP & MIN. 6" END LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
N/A
1-1/4" RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
N/A
SPACED @ EVERY HI RIB (4" O/C) W/ 7/8" EMBED. PER NAIL.
N/A
HURRICANE PANELS
FL 16293-R1
HURRICANE
STORM PANEL
1/4" -20 x 3/4" S.S.
37.7 PSF
+49.0 PSF -56.0 PSF
120" MAX. SPAN
GALV STEEL PANEL
ANUFACTURIN
KNURLED STUDS 12-1/2" O.C. TOP AND BTM
INC.
PLAN / ELEVATION SYMBOLS LEGEND
GROUT FILLED CELL SEE
B-# BEAM IABEL. FOUNDATION PLAN
NON -BEARING FRAME
CONSTRUCTION
REVISION
BEARING FRAME
p� CONSTRUCTION
NORTH ARROW ELEV. _
ELIEV BEAM HEIGHT CHANGE
BREAK LINE
0'-0" FIN. FL. SLAB
FLOOR ELEVATION
a) ARCHED OPENING SEE
Q - - - Z PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL
F# FOOTING LABEL
# DETAIL _
SCALE
# DETAIL _
DWG. SCALE
0 20'
1/�,y.,^�M\f INTERIOR
SCALE. 1/8" = V-0" GRAPHIC SCALE C# COLUMN LABEL ELEVATION
S
USING THE 2014 FLORIDA BUILDING CODE JLH EDITION
PROPOSED SINGLE FAMILY RESIDENCE BY:
LOMr 53
COPYRIGHT 2017
TYPICAL "Nil" WINDOWS
11�-�11 11� ru Ell �11
r • • r • •
S
25?"
SH H35
M,O. 21 1/2"
OTHERWISE NOTED
2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO
FIT BLOCK WORK.
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL
SPECIFICATIONS.
LOAD SCHEDULE
LOCATION LIVE DEAD PART'N TOTAL
GROUND FLOOR 40 50 10 100
SECOND FLOOR 40 15 10 65
ROOF 30 18 0 48
ATTIC 20 10 0 30
WIND:
ULITIMATE WIND SPEED = 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
NOTETHIS 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.
. 0• a
ABV ABOVE M.C. MEDICINE CABINET
AFF ABOVE FINISHED FLOOR M.R.H. MEAN ROOF HEIGHT
AHU AIR HANDLER UNIT M.T. METAL THRESHOLD
B.F. BI FOLD MAX. MAXIMUM
B.P. BI PASS MFR. MANUFACTURER
BILK. BLOCK MICRO. MICROWAVE
BLW. BELOW MIN. MINIMUM
BRG. BEARING M.O. MASONRYOPENING
BTM. BOTTOM MONO. MONOLITHIC
CLG. CEILING MTL. METAL
CMU CONCRETE MASONRY UNITS O.H.D. OVER HEAD DOOR
COL. COLUMN O/C ON CENTER
CONC. CONCRETE P.L.F. POUNDS PER LINEAR FOOT
CSMT. CASEMENT P.S.F. POUNDS PER SQUARE FOOT
DBL. DOUBLE P.S.I. POUNDS PER SQUARE INCH
DIA. DIAMETER P,T. PRESSURE TREATED
DISP. DISPOSAL PART'N. PARTITION
DP DESIGN PRESSURE PKT. POCKET
DR. DOOR PLYWD. PLYWOOD
DW DISH WASHER R.O. ROUGH OPENING
E.E. EACH END S.C. SOLID COR
ELEC. ELECTRICAL S.G.D. SLIDING GLA 711
ELEV. ELEVATION SF SQUARE FO ,T -
E.S. EACH SIDE SH SINGLE HU
EXT. EXTERIOR SMS SHEET MET R r
F.B.C. FLORIDA BUILDING CODE ST. STIRRUPS
F.R. FIRE RATED STL. STEEL 1
FR FRENCH DOOR SW SWITCH V '4 `>
FIN. FINISHED TEMP. TEMPI=KFU
FL. FLOOR T.B. THROUGH BOLT
G.T. GIRDER TRUSS T.O. THROUGH OUT
GA. GAUGE T.O.B.B. TOP OF MASONRY BOND BEAM
GALV. GALVANIZED T.O.PL. TOP OF WOOD PLATE
GFI GROUND FAULT INTERRUPT T.O.T.B, TOP OF TIE BEAM
GL. GLASS TYP. TYPICAL
GWB GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE
GYP. BD. GYPSUM WALLBOARD UL UNDERWRITERS LABORATORIES
HGT. HEIGHT V.I.F. VERIFY IN FIELD
HPS. HOOPS W.A. WEDGE ANCHORS
HR HOUR W/ WITH
HORIZONTALHS SLIDING CLOSET
HVHZ HIGH VELOCITY ZONE WD. WOOD A
INS. INSULATION�CE�` y""�
INT. INTERIOR
LG. LONG OCT 2 7 2017
LIN. LINEN
LT. LIGHT PERMITTING
L.T. LAUNDRYTUB /1AV A S 6� St. Lucie County, FL
2x P.T. WOOD BUCK
SHOWN TITF.
M.O. 35 114" W M.O. 31 1/4" W M.O. 41 1/4" W M.O. 55 1/2" W
X 98 1/2" H X 98 1/2" H X 98 1/2" H X 58 1/2" H
m m m (D m
EDGE OF SLA15V EDGE OF SLA5V EDGE OF SLAB EDGE OF SLAB
2680 EXT DR 2880 EXT DR 2880 EXT DR 3080 EXT DR W/ 14" SIDELITE
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6 OR Ixb.
CONCRETE SCREWS USED TO SECURE THE POOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES,
DRAWING INDEX
C-1
COVER SHEET
A-1
FLOOR PLAN
A-2
ELEVATIONS
A-3
SECTIONS AND DETAILS
A-4
FOUNDATION PLAN
A-5
FRAMING PLAN
A-6
BRACING PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAJ
PROJECT
LOG
ISSUED FOR PRECON
05-25-
ISSUED FOR PERMIT
06-14-
FIELD REVISION
10-17-
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ISSUED FOR PRECON 05-25-1
I I ISSUED FOR PERMIT 1 06-14-171
A
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45'_0"
141.2,E 15'-6" 15'-4"
1
'-4" 5'-10" 2'-10" 12'-8" 7'-8" "
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ROOM N -- -' f TOP OF KNEEWALL @ 42" A.F.F.
9,_4" CLG. Go I I S
~
'10'-0" I 18'-0" 5'-5" 5'-11" 3'-0"
I N N I
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' I III II
E12'-6"
0 I LNDRY
8
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°7
5'_6„ 4'-6" I 4'-7" C .
ENTRY
I I 13'-4" CLG. a WALL AND CEILING OF GARAGQE
4 O o cmn
TO BE SEPARATED FRORESIDENCE AND ATTIC ABOV BY 1/2" GYPSUM BOARD ATTACHE
TO GARAGE SIDE
SOLID CORE
2'-0" 2'-4" DOOR W/ RABBETED
2'-0" 5'4" JAMB OVERSIZED, I 1
WEATHERSTRIPPING
AND SELF -CLOSING
HINGES
----------- 22'Sc54„
PULL ON. STAIR
WISW. LT.
1 ,
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H.B. CHASE
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71-411 4'-4" 11'_2" 111.2,E
I
22'-8" 22'-All
YY
I
I A
3
OF HDR @ 96" A.F.F.
AREA SCHEDULE
NAME
AREA
Conditioned Space
1954 sq ft.
Garage
535 sq ft.
Entry
51 sq ft.
Porch
180 sq ft.
Total
2720 sq ft.
INTERIOR OPENING SCHEDULE
OPENING ID
R.O. WIDTH
R.O. HEIGHT
PRODUCT CODE
E
2'-10"
8'-11,
2880
F
2'-10"
8'-11,
2880
G
1'-8"
8'-1"
1680
H
2'-8"
8'-11,
2680
1
2'-10"
8'-11,
2880
J
2'-3"
8'-1"
2480
K
2'-10"
8'-1"
2880
L
3'-6"
8'-8"
ARCH 8'-0" TO 8'-8"
M
5'-01,
8'-01,
2680 PKT
N
2'-8"
8'-11,
2680
0
2'-10"
8'-1"
2880
P
2'-8"
8'-1"
2680
Q
3'-8"
9'-4"
ARCH 8'-4" TO 9'-4"
R
2'-10"
8'-11,
2880
S
5'-0"
8'-0"
ARCH 8'-0" TO 8'-8"
T
7'-O"
8'-0"
ARCH 8'-0" TO 8'-8"
U
3'-6"
8'-0"
ARCH 6'-8" TO 8'-0"
V
2'-6"
8'-1"
2480
EXTERIOR OPENING SCHEDULE
OPENING ID
R.O. WIDTH
R.A. HEIGHT
GRILLE
PRODUCT CODE
1
4'-57/8"
5'-3"
No
SH 35
2
6'-0"
2'-0"
No
6020 FG (TEMP)
3
6'-3"
6'-0"
Yes
(2) SH 26
4
4'-57/8"
5'-3"
No
SH 35
5
6'-3"
5'-3"
No
(2) SH 25
6
6'-0"
8'-0"
No
6080 SGD
7
6'-3"
5'-3"
No
(2) SH 25
8
6'-3"
6'-0"
Yes
(2) SH 26
9
1'-77/8"
5'-3"
No
SH 15
A
9'-11/4"
8'-1"
No
9080 SGD
B
16'-0"
7'-0"
No
16070 OHD
C
5'-4"
10'-91,
No
ARCHED OPENING
D
4'-8"
10'-91,
No
ARCHED OPENING
11 I FIELD REVISION 1 10-17-171
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ISSUED FOR PRECON
05-25-17
ISSUED FOR PERMIT
06-14-17
1
FIELD REVISION
10-17-17
= 4.5'
13'4" T.O.G.T. '
i
9-4" T.O.B.B.
0'-0" FIN. FL SLAB
F
IMPACT GLAZING ON FRONT ELEVATION
SMOOTH STUCCO
PANEL
1
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32.7 PSI.
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ENTRY
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TYPICAL.
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L— I— 1 1 ` L— L— V e a 1 ®v I V c v DECORATIVE CEMENTITIOUS
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FINISH ON CMU BLOCK WALLS.
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a = 4.5'
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FINISH ON CMU BLOCK VYALLS.
TYPICAL.
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CONT. MONOLITHIC
0 EXT. CONT.
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PAD
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SIZE (WxD)
REINFORCING
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DETAIL NO.
F-1
20" x 18"
W/ 2 #5 CONT. BOT.
EXTERIOR MONOLITHIC
1
F-2
20" x 18"
W/ 2 #5 CONT. BOT.
EXTERIOR MONOLITHIC @ RECESS
2
F-3
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10" x DROP x CONT.
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3
COLUMN SCHEDULE
MARK
SIZE -TYPE
DESCRIPTION
C-1
8" x 8" BLOCK
CONC. BLOCK W/ 1 FULLY GROUTED CELL W/ (1)#5 VERT. EA. CELL @ 8'-0" O.C. MAX. OR AS LOCATED ON PLANS
C-2
8" x 16" BLOCK
CONC. BLOCK W/ 2 FULLY GROUTED CELLS W/ (1)#5 VERT.
C-3
8" x 12" BLOCK
CONC. BLOCK W/1 FULLY GROUTED CELL W/ (2) #5 VERT.
CA
IRREGULAR BLOCK
450 MITERED CONC. BLOCK W/ (2)#5 VERT. IN FULLY GROUTED CELLS
C-5
12" x 12" BLOCK
CONC. BLOCK W/1 FULLY GROUTED CELL W/ (4) #5 VERT.
A
A
11'-2"
I
ISSUED FOR PRECON 05-25-17
ISSUED FOR PERMIT 06-14-17
1 FIELD REVISION 10-17-17
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LINTEL BEAM SCHEDULE 1 B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED UPLIFT
APPLIED UPLIFT
LINTEL SPECIFICATION
1
17'-4"
2047
532
872
247
8F34/1B1T
2
2,'-6"
6113
773
3547
253
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3
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4360
266
2093
181
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7'-6"
2661
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1470
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7'-6"
2661
234
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7'-6"
2661
282
1634
128
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2661
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397
8F16/1
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5-10"
6113
1095
2093
502
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13
7'-6"
2861
575
1634
232
8F16/1B1T
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05-25
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06-14
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10-17
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06-14-1'
FIELD REVISION
10-17-1
(1) SETS OF (3) 04/0 AWG. THWN
IN 2" CONDUIT
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ELECT. PANEL / CHASE
ELEC. PANEL 200 AMP
CIRC.
DESCRIPTION
POLE
BRKR
WIRE
VA.
100%
2
AHU HEAT STRIP
2
60
6
0
9.6
2
A/C COMPRESSOR
2
40
8
0
0
2
RANGE
2
50
6
12.0
0
2
DRYER
2
30
10
5.0
0
2
WATER HEATER
2
25
10
4.5
0
1
WASHER
1
20
12
1.5
0
1
GARBAGE DISPOSAL
1
20
12
1.0
0
1
MICROWAVE
1
20
12
1.5
0
1
DISHWASHER
1
20
12
1.2
0
1
REFRIGERATOR
1
20
12
1.2
0
1
GARAGE DOOR OPENER
1
20
12
.4
0
3
SMALL APPLIANCE
1
20
12
4.5
0
12
GEN. LIGHTING
1
15
14
5.1
0
1 37.9 1 9.6 1
1st 10,000 at 100%= 10.00
REMAINDER AT40%= 11.16
A/C LOAD AT 65% = 6.24
TOTAL = 27.4 27.4x1000/240 114.2 AMPS
HB
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MASTER BATH
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BEDROOM
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O - '` WALL AND CEILING OF GARAGOEH
TO BE SEPARATEDFRORESIDENCE AND ATTIC ABOVBY 1/2" GYPSUM BOARD ATTACHE
20 MIN! SOLID ORE _ - _ _ _ TO GARAGE SIDE
DOOR JJ/ RABB1TED
JAMB OVERSIZED,
WEATHBRSTRI PING ♦I r I
AND S2LF-CWSING
HINGES \ g
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ELECT.PANEL [
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SHEET E-1 IFt
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PUMP & TIMER
DEDICATED
OUTLETS
TOP OF KNEEWALL @ 42" A.F.F.
BTM OF HDR @ 96" A.F.F.
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
pre -wire ceiling fan
can light 6inch
O
fluorescent light 1 x 4
fluorescent light 2 x 2
z
pendant cone
o
exterior light
0
electrical meter
electrical panel
USB connection
I
bell
D
cable tv outlet
v
ceiling receptacle WP duplex
�P
ceiling receptacle duplex
pushbutton
F
thermostat
fan
pre -wire light
outlet
outlet 220v
outlet gfi
(bon
outlet wp
&P
outlet
smoke detector
split receptacle
switch
switch 3 way
3
switch double
switch triple
telephone
Q
vanity bar light
o 0 0
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER LINT LOAD.
B. GENERAL LIGHTING CALCULATED @ 1972(SQFT.) X 3
(WATTS/SQFT.) = 5916 / 12 (GENLTGCIR) = 493 (WATTS/EA)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS A/C
UNITS SHOWN ARE FOR ELEC. CALC'S ONLY.
NOTE: PROVIDE ARC
FAULT - INTERRUPTER PROTECTION
FOR ALL DWELLING UNIT BEDROOM
RECEPTACLES. (PER NEC 210-12)
NOTE: ACCEPTABLE SMOKE & CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE-9120B
C/O-SC912013
KIDDE SMOKE- 21007581
C/O-21006377-N
�lcns cre Prepared fo- ,re Builder and not cry =lcnned or Future user
Home owner of the Subject Prope,ty anc any MocL:cctlons DeleBori
cr d >lhe ),r 3 s Authorz d cy HO Homes Corpora ,n o' othe- G.-0
en ty are Perm ss ble o inclu.'ed but not be im ted to Fie ica'
Desion Modi"cats n o- 0.1 et c, Ci ccit cncnged, Ccrnbiretiors
of Chongs Al F no Work she I be, at a an nimorr Equol ''-.o Code
mi i mums cnd aay changes a-e oily Pr- missiole if Sugges,ec and
came ete oy a licegsed Flectriciar so ong cs Applicable Coccs arc Met
and Load Scff.a'ent .o Meet CHO s min-m-nr Level of Scry cc cad
Opera, or.
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