HomeMy WebLinkAboutBUILDING PLANPROJECT LOG
ISSUED TOR PRECON 10-18-17
ISSUED FOR PERMIT 11-17-17
1 BLDG COMMENTS 02-05-18
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 SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2014
A DOD17171 ATIWIKIC
ABV ABOVE
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLER UNIT
B.F. BI FOLD
B.P. BI PASS
BLK. BLOCK
B.W. BELOW
BRG. BEARING
BTM. BOTTOM
CLG. CEILING
CMU CONCRETE MASONRY UNITS
COL COLUMN
CONC. CONCRETE
CSMT. CASEMENT
DBL. 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
EXT. EXTERIOR
F.B.C. FLORIDA BUILDING CODE
F.R. FIRE RATED
FR
FRENCH DOOR
FIN.
FINISHED
FL
FLOOR
G.T.
GIRDER TRUSS
GA.
GAUGE
GALV.
GALVANIZED
GFl
GROUND FAULTINTERRUPT
GL
BASS
GWB
GYPSUM WALLBOARD
GYP. BD.
GYPSUM WALLBOARD
HGT.
HEIGHT
HPS.
HOOPS
HR
HOUR
HS
HORIZONTAL SUDING
HVHZ
HIGH VELOCITY HURRICANE ZONE
INS
INSULATION
INT.
INTERIOR
LG.
LONG
LIN,
LINEN
LT.
LIGHT
LT.
LAUNDRY TUB
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS BE ASTM C 0-90. ASTM GRADES NI OR NMI. PROVIDE PRECAST
LINTELS AS NECESSARY. (fm = 1500PSI)
1. PROVIDE ix2 P.T. FHORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8'-0" 0/C
P
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
1. CONTRACTOR SHALL VERIFY NTH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
VENT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 716
OTHER
SUPPORTING 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 WARE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
BUILDING CODE 5th EDITION
1.. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
AU WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS
2• THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
USING THE 2014 FLORIDA
GRAVEL CONCRETE.
LE$ THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST RENEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AAPACITY.
4. REINFORCING:
ACCORDINGLY,
3.1EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
VERTICAL
EGIESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" VIDE, 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 RENEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR.
THE DESIGN.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
4.N AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OFF.B.C. AS THE MINIMUM THICKNESS ALLOWED.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
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.
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE. TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
8, PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
•
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
6.ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS.
M.C. MEDICINE CABINET SMS SHEET METAL SCREWS
• D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED N THE
TRMSFER GRILLES.
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS
COLUMN SCHEDULE.
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
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.
MAX. MAXIMUM SW SWITCH
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING. IF REQUIRED, SHALL BE CONTINUOUS
AQI000lG GRADE OR SHALL BE SUSPENDED A MIN. OF V ABV. ADJOINING GRADE.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
MFR. MANUFACTURER TEMP. TEMPERED
TO THE RE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE UL APPROVED AND AS
MICRO, MICROWAVE T.B. THROUGH BOLT
CONTINUE UNINTERRUPTED.
A,A
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
MIN. MINIMUM T.O. THROUGH OUT
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED NTH CLIPS, TOP AND
M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM
HORIZONTAL:
BOTTOM EACH STUD, AS PER CODE.
it. PROVIDE PRE -VANED TELEPHONE OUTLETS AS SHOWN ON PLAN.
MONO. MONOLITHIC LD.PL TOP OF WOOD PLATE
MTL METAL T.O.T.B. TOP OF RE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE UNTEL (MART( "L') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
NOIED
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.
O.H.D. OVER HEAD DOOR TYP. TYPICAL
O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE
5. GENERAL:
RILL BOND BEAMS (MARK 'BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND
MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES
V.I.F. VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E.
BKMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
8. ALL WOOD IN CONTACT NTH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
P.S.F. POUNDS PER SQUARE FOOT
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 GFCI PROTECTED ACCORDING TO NEC 210-8(D).
P.S.I. - POUNDS PER SQUARE INCH
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. IOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
P.T. PRESSURE TREATED WC WATER CLOSET
PARTN. PARTITION
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/ASC.E 7-10/LM.S 602-
WvK
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15, ALL CLOSET UGHTING SHELL COMPLY NTH NEC SEC. 410.8.
PKT. POCKET WD. WOOD
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 LIGHTING CIRCUITS
PKT, PLYWOOD
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
S.C.SOLID CORE
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
(ONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM CURED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
S.G.D. SUDING GLASS DOOR
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PRENRE FOR GARAGE DOOR OPENER SENSOR.
SF SQUARE FOOT
it. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X72'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).
IS. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL
LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AID
SECFED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
120-VOLT,
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: VERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
OPEN ID
PRODUCT I
MODEL #
MANUF.
DESCRIPTION
AND EMBED. FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 111
1100 OHD 16080
WAYNE DALTON
N/A
W/ 1-1/a" WASHER & 2-3/4' MIN. EMBED.
D.P.= +28.5 PSF
+39.2 PSF -43.7 PSF
2-3 4" MIN. EDGE DISTANCE 6" FROM END
-32.2 PSF
B
R 17499.E
SH 35 W/
MI WINDOWS &DRS
NON IMPACT
3/16• TAPCONS W/ 1-1/4' MIN EMBED
D.P: +31.9 PSF
+55.0 PSF -55.0 PSF
FL 15349.1
F.G. ABV.
0 10" O/C MAX. SPACING & 2" FROM EDGE
-34.8 PSF
+60.0 PSF -60.0 PSF
C
FL 17499,E
SH H33
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
0 10' 0/C MAX. SPACING & 2' FROM EDGE
-36.3 PSF
D
FL 17499.6
SH 35
MI WINDOWS & DRS
NON 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
E
FL 17499.6
SH 35
MI WINDOWS & DRS
NON 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
"F
FL 17499.E
SH H33
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4' MN EMBED
D.P: +33.5 PSF
+55.0 PSF -55.0 PSF
0 10 O/C MAX. SPACING & 2" FROM EDGE
-34.8 PSF
G
FL-7630.1
2680 SGL CITE DR
THERMA TRU
NON 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
H
FL 17499.6
(2) SH 26
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4" MIN EMBED
D.P: +29.9 PSF
-
+55.0 PSF 55.0 PSF
0 10' O/C MAX. SPACING & 2" FROM EDGE
-32.7 PSF
FL 15349.1
6414 TRANSOM
MI WINDOWS & DRS
NON 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
J
FL 17499.6
SH 36
MI WINDOWS & DRS
NON 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
K
FL 15349.1
4614 TRANSOM
MI WINDOWS & DRS
NON IMPACT
3/W 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
L
FL 22401.3
12080 SGD
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 7-1/4' MIN EMBED
D.P: +28.5 PSF
+35.0 PSF -35.0 PSF
012'"O/C MAX. SPACING
-31.3 PSF
M
FL 15349.1
12014 TRANSOM
MI WINDOWS & DRS
NON 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
N
FL-7630.1
2880 SGL LITE DR
THERMA TRU
NON 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.
-41.7 PSF
0
FL 17499.6
(2) SH 35
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P: +29.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX. SPACING & 2" FROM EDGE
-33.6 PSF
p
FL 17499.6
SH H33
MI WINDOWS & DRS
NON 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 & 0 FROM EDGE
-36.3 PSF
Q
FL 15349.1
8020 TRANSOM
MI WINDOWS &DRS
NON 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 17499.6
SH 35
MI WINDOWS & DRS
NON IMPACT
3/16' TAPOONS W/ 1-1/4' MIN EMBED
D.P: +31.9 PSF
+55.0 PSF -55.0 PSF
010 0/0 MAX. SPACING & 2" FROM EDGE
-34.8 PSF
S
FL 17499.6
SH 15
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P: +33.5 PSF
+55.0 PSF -55.0 PSF
FL 15349.1
W/ F.G. ABV.
0 10 O/C MAX SPACING & 2" FROM EDGE
-36.3 PSF
+60.0 PSF -60.0 PSF
T
FL-15037.4
PR 3080 DRS
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4'-MIN. EMBED CORNERS 0
D.P: +29.9 PSF
+50.0 PSF -50.0 PSF
6" & 14. O/C MAX. SPACING.
-327 PSF
U
FL 15349.1
6428 TRANSOM
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4• MIN EMBED
D.P: +33.5 PSF
-36.3 PSF
+60.0 PSF -80.0 PSF
EQUAL SPACING & 3' FROM EDGE
V
FL 17499.6
SH 15
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4" MIN EMBED
D.P: +33.5 PSF
+55.0 PSF -55.0 PSF
PSF -60.0 PSF
FL 15349.1
W/ F.G. ABV.
0 10" O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
+60.0
W
FL 17499.6
(2) SH 25
MI WINDOWS & DRS
NON IMPACT
3/16" TAPOONS W/ 1-1/4' MIN EMBED
D.P.- +29.9 PSF
+55.0 PSF -W.0 PSF
FL 15349.1
W/ F.G. ABV.
010. O/C MAX. SPACING & 2" FROM EDGE
-327 PSF
+60.0 PSF -60.0 PSF
BEFORE GROUTING. CINCREIE WORK SHALL BE IN ACCORDANCE WTH ACI 318-11 AND ACI 301-05, ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS.
CNCREIE MASONRY WORK SHALL BE N 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•1MfOUM 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/:' BEAMS AND COLUMNS - 1 IIT FORMED CONCRETE BELOW GRADE-0 UNFORMED
1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB NTH FIBERMESH ONORETE BELOW GRADE-3"
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" D.C.
PLUMBING NOTES
ON 0.00E NSQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL aREIMFORCING STEEL: GRADE 60 (F16ODDO) ASTM A615-94.
STUDS, NTH 1/2' GYPSUM BUGLE HEAD DRYWALL SCREWS ATL12EACH 0/CSMAX.ATTACH DRYWALL NTH 1' LONG
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 NTH "THE MANUAL OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE
SUBSTRATE AT 4" O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WIN FOOTING CENTERUNES UNLESS 04CRETE REINFORCING STEEL INSTITUTE IRISS NOTED OTHERWISE
CONCRETE: 3 4 LOG STUB NAILS W1 3 8 HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY NTH F.B.C. PLUMBING CODE CHAPTER 11.
OTHERWISE NOTED.
5 ADEQUATE VERTICAL AND HORIZONTAL SHORING SAFELY SUPPO SHALL BE PROVIDED TO SAFE )FIT
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., ALL GOADS DURING CONSTRUCTION.
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
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS.
FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN 5'-C" 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
6. INSTALL CHASE PIPE FOR HVAC.
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28' MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'.
MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
USED FOR SOFFITS OR CEILINGS
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING NTH SAME SIZE AND NUMBER OF
THE DOWELS AS VERTICAL BARS ABOVE.
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI 12G -COIL NAIL PROGRAM. TYPE TO BE CRF 1
MECHANICAL NOTES
REQUESTED BY BUILDING OFFICIAL
1-1/2" LONG AND .120" DIAMETER D.N.D.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS STALL BE 2500 PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HOfRIZ. BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES M COMPLY WITH ALL SUPERIMPOSED
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
WIND LOADS PER F.B.C. 2014 5TH EDITION & ASCE 7-10.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL"
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE
STEEL NOTES
GA
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWSE.
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,
t. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD
-
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION MATERIALS
DOORS NOT LESS THAN' (35 MM) THICK SOLID OR HONEYCOMB CORE STEEL DOORS NOT
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
& DOORS
1/4' TAPCONS W/ 1-1/4• MIN EMBED
(4) FASTENERS PER CUP TOP & BTM.
377 PSF' `.
,.
6;4.0 PSF -54.0 PSF
-.
FL 15353.4
a.,.
3"
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
ROOFING
NOA NO. 16-0314-.06
EAGLE ROOFING
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
NOA N0. 17-D614-.22
POLYGASS USA
MEMBRANE: POLYSIICK TU MAX SELF ADHERED 1 OR MORE
PLIES NAILS AND TIN CAPS 12" GRID, 6' O.C. AT A MIN. 4'
N/A
N/A
UNDERLAYMENT
PEEL & STICK
SBS UNDERLAYMENT
INC. A
HEAD LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
N/A
SOFFIT
STUCCO
N/A
SPACED 0 EVERY HI RIB (4" 0%C). W/ 1-3/4" EMBED.
N/A
PER NAIL
HURRICANE PANELS
FL 16293.1
HURRICANE STORM
1/4" -20 z 3/4" S.S.
37.7 PSF
+49.0 PSF -56.0 PS
120" MAX SPAN
GALV STEEL PANEL
PANEL
KNURLED STUDS 12-1/2' O.C. TOP AND BTM
MANUFACTURING,
INC
TERMITE TREATMENT
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FEIC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
"
THESE PLANS AND ALL PROPOSED WORK
11RE SUBJECT TO ANY CORRECTIONS
G EOUIPED MY FIELD INSPECTORS THAT
. A.Y BE NECESSARY IN ONDER TO
�ptdulY WITH ALL APPLICABLE CODES•
SEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
to w
0
1 Bi"
SH 15
M.O. 20 1/e"
PROPOSED SINGLE FATLY RESIDENCE BY:
0
TAOMA
L0-170
MEADWOOD
COPYIT 2017
TYPICAL "MI" WINDOWS
■
SH 25
M.O. 38"
K, 2x, OR 5/4 BOARD
P.T. WOOD BUCK
38"
El
25j"
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3t LESS THAN J' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
BOLTS - A 307-00 TUBULAR - A500-01D GRADE B (42 KSQ 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWEWNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM)
WELDING .CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
_ 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE I LESS THAN (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION Uff. DEAD E&rli TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
ANLTL
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.
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE
NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
ICI
\ \
\ \
2x P.T.
WOOD BUCK
SHOWN TYP.
Ell
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 1/2' H X 98 1/2" H X 98 1/2" H X 98 1/2- H X 98 3/4" H-
P.T. WOOD BUCK _ EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
70" 38" • ® • ® 8 ■
SH 35
SH 35 i H35
M.0.541/8' .271/21
1x 2x, OR 5/4 BOARD
TYP. BAY WINDOW
, 1
r`N\J
EDGE OF SLAB
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 1x6.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACIN® AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES.
SYMBOLS LEGEND
# DETAIL
SCALE
rf DETAIL
owc SCALE
SECTION
oWG. SCALE
SECTION
owc SCALE
INTERIOR ELEV.
SCALE
B 1
BEAM LABEL
QREVISION
NORTH ARROW
DRAWING INDEX
C-1
COVER SHEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PUN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
Ca
INTERIOR
4 owc. 2 ELEVATION €3Y
st Lucie >v0UC1t�
3
C# COLUMN LABEL
F# FOOTING LABEL
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE
FOUNDATION PLAN
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
BREAK LINE ELEV BEAM HEIGHT CHANGE
U Y Y r
SCALE; 1 GRAPHIC SCALE �0'-0" FlN. FL. SLAB FLOOR ELEVATION
UJ
v
O
W
W
J
W
2
e
M
M
m
a
J
LU
LU
2
0
N
L'i
U
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❑
z
0
Q
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0
a19
❑
Z
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L
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'0
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LN" a
7:
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.V
l7/z- /a
ST. LUCIE COUNTY UI LD C D IR
k�VIEWED FOR C L CE
REVIEWED Y
DATE
PLANS AND PE?RMI MUS BE PT
GR No P.N'SPECTION WILL BE NLLDE.
J
c L''
O �
V-� Z_
Q o
O LU
O ??:
O U
J
LU
OJ Ln
1/4" = 1'-0" U,N.O.
COVER SHEET
M11�=�i�
JOB
PROJECT LOG
ISSUED FOR PRECON 10-18-17
ISSUED FOR PERMIT 11-17-17
GENERAL NOTES
I. 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 R THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WNDOW UNITS
SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2014
ABBREVIATIONS
ABV
ABOVE
EXT.
EXTERIOR
AFF
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
B.F.
BI FOLD
FR
FRENCH DOOR
B.P.
BI PASS
FIN.
FINISHED
BLK.
BLOCK
FL
FLOOR
BLW.
BELOW
G.T.
GIRDER TRUSS
BRG.
BEARING
GA.
GAUGE
BTM.
BOTTOM
GALV.
GALVANIZED
CLG.
CEILING
GFl
ROUND FAULT INTERRUPT
CMU
CONCRETE MASONRY UNITS
GL.
GLASS
COL
COLUMN
GINS
GYPSUM WALLBOARD
CONC.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT.
CASEMENT
HGT.
HEIGHT
DEL.
DOUBLE
HPS.
HOOPS
DIA.
DIAMETER
HR
HOUR
DISP.
DISPOSAL
HS
HORIZONTAL SUDING
DP
DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
DR.
DOOR
INS.
INSULATION
DW
DISH WASHER
INT.
INTERIOR
E.E.
EACH END
LG.
LONG
ELEC.
ELECTRICAL
UN.
LINEN
ELEV.
ELEVATION
LT.
LIGHT
E.S.
EACH SIDE
L.T.
LAUNDRY TUB
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS R BE ASTM C 90-90. ASTM GRADES NI OR NIL. PRONE PRECAST
LINTELS AS NECESSARY. (I'm = 1500 PSI)
1. PROVIDE tx2 P.T. FOTHERP HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8'-0' 0/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
C
SUPPORTING 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 WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2. Al GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2. AL
2. ALL NONE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
5th EDITION
3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALLMNDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
USING
THE 2014 FLORIDA
BUILDING
CODE
GRAVEL CONCRETE.
LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDEUGHTS, SUDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
3. WHERE REWIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
D0013 AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST RENEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AAPACITY.
4. REINFORCING:
ACCORDINGLY.
3. DRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WTHOUT THE USE R TOOLS.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
VERTICAL:
EGRBS WNDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WDE, 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 let FLOOR WNDOWS. THE
OFFICE FOR RENEW. 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 E 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 WTH A VERTICAL CORE, IT SHALL NOT BE
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
4. IL AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF LB.C. AS THE MINIMUM THICKNESS ALLOWED.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS RENEW
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.
PRIOR TO FABRICATION. RENEW VE TRUSS SHOP DRAWINGS IS A COURTESY RESPONSIBILITY THE
THE OF
SS FARCHITECTS
T AND IN NO AFULLYEINTE
SAFETYA/C EQUIP.AT
8. PROVIDE RSIBLESFROM CIRCUITT NEL SWITCHES
THE MASONRY.
SUPACTURER
PROARCM ECA LAYOUT THAT INTEGS RATES THE ERSTRUCTURE. F�
PUMPS NOT NBREAKER PER
6. AL 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.
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.
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE.
9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
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 OF ATTIC AHU AND MISC. EQUIPMENT.
SHOWN ON PLANS,
MAX.
MAXIMUM
SW
SWTCH
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
ADANING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABV, ADJOINING GRADE.
COORDINATE LOCATIONS WTH BUILDER PRIOR TO FABRICATION AND INDICATE R TRUSS
MFR.
MANUFACTURER
TEMP.
TEMPERED
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWNGS.
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
BEAM SCHEDULE NOTES
SELECTED BY BUILDER,
MIN.
MINIMUM
T.O.
THROUGH OUT
B. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WTH CUPS, TOP AND
M.O.
MASONRY OPENING
T.O.B.B.
TOP OF MASONRY BOND BEAM
HORIZONTAL:
BOTTOM EACH STUD, AS PER CODE
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
MONO.
MTL
MONOLITHIC
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.
i. AL 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.
O.H.D.
0/C
OVER HEAD DOOR
ON CENTER
.N.
U.N.O.0
TYPICALO. UNLESS NOTED OTHERWISE5.
GENERAL
"BB" NOTID
MANUAS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
AL"
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 8 DUPLEX RECEPTACLES
P.L.F.
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E.
. BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND
A 2 )
BEPAS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
8. ALL WOOD IN CONTACT WITH MASONRY CONCRETE SHALL E PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
W.A.
VERIFY IN
ANCHORS
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
7-10/TTAR 4ON
-
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
A
SPACES SHALL BE GFq PROTECTED ACCORDING TO NEC 210-8(a).
P.S.I.
POUNDS PER SQUARE INCH
WTH
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
BUILDING
3. aOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8° TO FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
P.T.
PARTN.
PRESSURE TREATED
PARTITION
WC
WATER CLOSET
WOtK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET LIGHTING SHELL COMPLY WTH NEC SEC. 410.8.
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. IEFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
PLYWD.
R.O.
PLYWOOD
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
S.C.
SOLID CORE
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SlMULTANEOUS-Y.
S.G.D.
SUDING GLASS DOOR
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PRENRE FOR GARAGE DOOR OPENER SENSOR.
SF
SQUARE FOOT
ti, ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
SH
SINGE HUNG
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ROUTED CELLS AT EACH
1. (ONCRETE 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,
LIFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
SPEIFIED 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
OPENINGS EDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
OPEN ID
PRODUCT
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R11
9100 OHD 16080
WAYNE DALTON
N/A
W/ 1-i/4' WASHER & 2-3/4" MIN. EMBED.
DR = +28.5 PSF
+39.2 PSF -43.7 PSF
2-3 4' MIN. EDGE DISTANCE. 6' FROM END
-32.2 PSF
8
FL 17499.6
SH 35 W/
MI WNDOWS dO DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4" MIN EMBED
D.P= +31.9 PSF
55.0 PSF -55.0 PSF
FL 15349.1
F.G. ABV.
010' O/C MAX. SPACING At 2' FROM EDGE
-34.8 PSF
+60.0 PSF -60.0 PSF
C
FL 17499.6
SH H33
MI WNDOWS & DRS
NON IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
DR= +33.5 PSF
+55.0 PSF -55.0 PSF
010' O/C MAX. SPACING & 2' FROM EDGE
-36.3 PSF
D
FL 17499.6
SH 35
MI WNDOWS & DRS
NON IMPACT
3/16' TAPOONS W/ 1-1/4- MIN EMBED
DR= +31.9 PSF
+55.0 PSF -55.0 PSF
010' O/C MAY. SPACING & 2' FROM EDGE
-34.8 PSF
E
FL 17499.6
SH 35
MI WINDOWS & DRS
NON 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
F
FL 17499.6
SH H33
MI WNDOWS & DRS
NON 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
-34.8 PSF
G
FL-7630.1
2680 SGL LITE DR
THERMA TRU
NON 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
H
FL 17499.6
(2) SH 26
MI WNDOWS & DRS
NON IMPACT
3/16' TAPOONS W/ 1-1/4- MIN EMBED
D.P= +29.9 PSF
_
+55.0 PSF 55.0 PSF
0 10' 0/C MAX. SPACING & 2" FROM EDGE
-32.7 PSF
FL 15349.1
6414 TRANSOM
MI WINDOWS & DRS
NON 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
J
FL 17499.6
SH 36
MI WNDOWS & DRS
NON 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
K
FL 15349.1
4614 TRANSOM
MI WINDOWS &DRS
NON IMPACT
3/16' TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+60.13 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
L
FL 15332.3
12080 SGD
MI WNDOWS & DRS
NON IMPACT
3/16' TAPOONS W/ 1-1/4' MIN EMBED
D.P= +28.5 PSF
+35.11 PSF -35.0 PSF
012' O/C MAX. SPACING
-31.3 PSF
M
FL 15349.1
12014 TRANSOM
MI WINDOWS & DRS
NON 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
N
FL-7630.1
2880 SGL LITE DR
THERMA TRU
NON IMPACT
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
OR= +31.9 PSF
+50.0 PSF -50.0 PSF
8' & 14' O/C MAX. SPACING.
-41.7 PSF
Q
FL 17499.6
(2) SH 35
MI WNDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +29.9 PSF
+55J7 PSF -55.0 PSF
0 10" O/C MAX. SPACING & 2' FROM EDGE
-33.6 PSF
P
FL 17499.6
SH H33
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
0 1C' O/C MAX. SPACING & 2' FROM EDGE
-36.3 PSF
Q
FL 15349.1
6020 TRANSOM
MI WINDOWS & DRS
NON 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 17499.6
SH 35
MI WNDOWS & DRS
NON IMPACT
3/16' TAPOONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.10 PSF -55.0 PSF
0 10' O/C MAX. SPACING & 2' FROM EDGE
-34.8 PSF
S
FL 17499.6
SH 15
MI WNDOWS & DRS
NON IMPACT
3/16' TAPOONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+55.0 PSF -55.0 PSF
FL 15349.1
W/ F.G. ABV.
0 10" O/C MAX. SPACING & 2' FROM EDGE
-36.3 PSF
+60.0 PSF -60.0 PSF
T
FL-15037.4
PR 3080 DRS
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
O = +29.9 PSF
+50.0 PSF -50.0 PSF
6' & W O/C MAX. SPACING.
-32.7 PSF
U
FL 15349.1
6428 TRANSOM
MI WNDOWS & DRS
NON 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
V
FL 17499.6
SH 15
MI WNDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4- MIN EMBED
D.P= +33.5 PSF
+55.13 PSF -55.0 PSF
FL 15349.1
W/ F.G. ABV.
010' O/C MAX. SPACING & 2' FROM EDGE
-36.3 PSF
+60.0 PSF -60.0 PSF
W
FL 17499.6
(2) SH 25
MI WINDOWS & DRS
NON IMPACT
3/16' TAPOONS W/ 1-1/4" MIN EMBED
D.P.= +29.9 PSF
+55.0 PSF -55.0 PSF
FL 15349.1
W/ F.G. ABV.
0 10' O/C MAX. SPACING & Y FROM EDGE
-32.7 PSF
+60.0 PSF -60.0 PSF
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
PRODUCT
MODEL #
MANUF.
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
MAX. 104-1/4" HORIZ
I DOWS
MNN
DOORS
1/4' TAPOONS W/ 1-1/4- MIN EMBED
(4) FASTENERS PER CUP TOP &BIM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.4
ROOFING
NOA NO. 16-0314-.06
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
O. 17-A 14-.2
NOA NO. 17-0614-.22
POLYGLASS USA
MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE
PLIES NAILS AND TIN CAPS 12' GRID, 6" O.C. AT A MIN. a
N/A
N/A
UNDERLAYMENT
PEEL & STICK
SIBS
INC.
HEAD LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
SOFFIT
STUCCO
N/A
SPACED 0 EVERY HI RIB (4 O/C) W/ 1-3/4' EMBED.
N/A
N/A
PER NAIL
HURRICANE PANELS
FL 16293-R1
HURRICANE STORM
1/4" -20 x 3/4" S.S.
37.7 PSF
+49.) PSF -56.0 PS
120' MAX. SPAN
GALV STEEL PANEL
PANEL
KNURLED STUDS 12-1/2' O.C. TOP AND BTM
MANUFACTURING,
NC
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
CONCEALED FASTENERS ORATTACHVt T-
ARE THE RESPONSIBIUV Of THE
CONTRACTOR OF RECORD
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE NO. 2 OR BETTER AND SHALL PROVIDE
COICRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH 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. IINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER -
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KS 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
I. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH
COICRETE BELOW GRADE-3"
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 0 24" D.C.
ON 0,006 MSQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
STUDS, WTH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG
3. ENFORCING 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 WTH SECTION 405, F.B.C.
2. ALL REINFORCING STEEL TO BE GRADE 60.
4. ETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WTH '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.
STAIDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE
SUBSTRATE AT 4' 0/0 AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WTH FOOTING CENTERLINES UNLESS
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY WTH F.B.C. PLUMBING CODE CHAPTER it.
OTHERWISE NOTED.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
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
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY E 2500 P.S.F.,
ALLLOADS DURING CONSTRUCTION.
FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WTHIN 5'-0' E THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
6. IONCRETE 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 R 12' OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
DETIILS 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
6. INSTALL CHASE PIPE FOR HVAC.
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28' MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8".
FRAMING: SELF TAPING SCREWS 12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
USE
USED FOR SOFFITS OR CEILINGS
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
7. )OWELS COLUMN AND WALL REINFORCING TO FOOTING WTH SAME SIZE AND NUMBER R
DONELS AS VERTICAL BARS ABOVE.
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL
1-1/2' LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
&REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY NTH ALL SUPERIMPOSED
L ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
RBNFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
WND LOADS PER F.B.C. 2014 5TH EDITION & ASCE 7-10.
CONFORM TO THE 28 REQUIREMIN THE "FLORIDA BUILDING CODE MECHANICAL"
OF THE FENTS T FORTH
AND E.
9. °LACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD
PRLCTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
11 DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER POO 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 WTH SOUD WOOD
ST. LUC'E COUNTY HT1iS nTNC. TINTSION
R17VTF.W ED FOR COMPLIANCE
REVIEWED BY
DATE
PLANS ANT) PERMIT MUST HE iffPT 01jj0
OR NO INSPECTION WILL 13Ti MADE.
N
to
1 Bd"
SH 15
■ ■
M.O. 20 1/8'
PROPOSED SINGLE FAMLY RESIDENCE BY:
sKM[41�01*]LIWLI
TACOMA
LOT 170
MEADOWOOD
COPYRIGHT W17
TYPICAL "MI" WINDOWS
Ll [V ELl E
N
36" 52d" 25;"
SH 25
M.O. 38'
2x, OR 5/4 BOARD
P.T. WOOD BUCK
"xR"
SH 35
M.O. 54 1/8"
1x, 2x, OR 5/4 BOARD
P.T. WOOD BUCK
-AA"
SH H35
■ ■
M.O. 271/2'
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS - DOORS NOT LESS THAN V" (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONE E A PUCABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES PLATES A-3 LESS THAN - SHA CONFORM 0 T THE P N �' (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS.
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KS)
Z DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL %nUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM, NO. 26 GAGE (0.48 MM)
WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN )" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION LDS DEAQ PARTN TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
ANI :
ULITIMATE WIND SPEED = 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WND
DESIGN TAKEN AT 10 p.s.f.
ROIEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WTH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-10. DEER PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WNDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
MR
po
2x P.T.
WOOD BUCK
SHOWN TYP.
M.O. 35 1/4' W M.O. 37 1/4" W M.O. 41 1/4' W \ M.O. 55 1/2' W M.O. 77 1/2' W
X 98 1/2' H X 96 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
I
' EDGE OF SLAB
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 NOT: DOOR BUCKS USED MAY BE 24, 5/4' BOARD OR Ix6.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WTHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OR THE SZE, LENGTH AND SPACING AS REWIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES.
SYMBOLS LEGEND
DETAIL
SCALE
DETAIL
DWG SCALE
SECTION
4SCALE
SECTION
DWG SCALE
#
INTERIOR ELEV.
SCALE
B�
BEAM LABEL
QREVISION
N
NORTH ARROW
BREAK LINE
a�_��r�..��
S IM 1■ 1 /� GRAPHIC SCALE
DRAWING INDEX
C-1
COVER SHEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PLAN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
4 DWG. 2 INTERIOR
ELEVATION
3
C# COLUMN LABEL
F# FOOTING LABEL
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/ AS NOTED
FFFIT
%iffi/%fi�J%J�%J
EAS NOTED
I�-L
f!//!U/L!!/11//!!/2 HEIGHT
M Z - 1 LUL PLAN ARCHED OPENIELEVNG SEE
MASONRY CONSTRUCTION
TYPICAL
■■ GROUT FILLED CELL SEE
FOUNDATION PLAN
ELEV
0'-0' FIN. FL SLAB
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
BEAM HEIGHT CHANGE
FLOOR ELEVATION
LL
a
Z
0
O
Q
W
W
J
14" = 1'-0" U.N.O.
COVER SHEET
C-1
MW =170
FOOTING SCHEDULE
MARK
SIZE WxD
REINFORCING
DESCRIPTION
DETAIL
NO,
F-1
20" x 18" X CONT.
W/2 15 CONT.
EXTERIOR MONOLITHIC
'
F-2
20" x 18" X CONT.
W/2 15 CONT.
® RECESSEXTERIORMONOL17HIC
38
F-3
2'-6" x 2'-6" x 12"
W/3 #5 E. W. 87M.
ISOLATED PAD
7
F-4
2'4" x 1-9' x 12"
W/3 15 EW. BTU.
MONOLITHIC 0 PAD
19
F-5
2'-6' x 2'-6" x 12"
W/3 15 E.W. BTM.
PAD 0 INTERIOR
WOOD POST
ISOLATED PAD
6
F-6
4'-6" x 3'-0" x 12"
W/4 15 E, W. BTM.
7
TE-1
10' x DROP x CONT.
W/115 CONT.
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
BOTH SIDES OF ANY OPENING MORE THAN 6'-0" MDE
8x16
CONC BLOCK W/2 FULLY GROUTED CELLS W/1-15 VERT. EACH CELL
C-2
BLOCK
AS LOCATED ON PLANS
8x12
C-3
BLOCK
CONC. BLOCK IN FULLY GROUTED CELL W/ 2-J/5 VERT.
IRREGULAR
45' MITERED CONC BLOCK IN FULLY
C_4
BLOCK
GROUTED CELLS W/ 2-#5 VERT.
12x12
C-5
BLOCK
CONC. BLOCK IN FULLY GROUTED CELL W/ 4-05 VERT.
4"X4"
C-6
WOOD POST
PROVIDE BASE AND CAP AS NOTED ON DETAILS
CONC. POURED FILLED
CELL W/ STL. PER PLA
DOWELL & EPDXY (1) #5
REBAR INTO SLAB
FILLED CELL LOCATION W,
4" MIN. EMBED. INTO SLA
MISSED COLUMN
STL. DETAIL
TYP. HOLLOW
MASONRY BLOCK
RUNNING BOND
PER PLAN
'ONC. SLAB &
AONOLITHIC
-OUNDATION
PER PLAN
48 BAR DIA. SPLICE
8 X8" PRECAST
L;.
LINTEL. SEE LINTEL
SHOP DWGS.
FILL COLUMNS
I`
AND LINTEL SOLID
+"
W/ GROUT
8"x8" F'LLED
CELLS W/ 1 5
VERT. (TYP.)
TYPICAL
DETAIL
LINTEL ON
COLUMN
48 BAR DIA. SPLICE
SHI E"I
SEE BEAM SCHEDULE
FOR REINFORCEMENT
m
m
FILL COLUMNS SOLID 8"x8" FILLED CELLS
W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN
SCHEDULE FOR REINF.
TYPICAL DETAIL
BEAM HEIGHT CHANGE
N
I
N
16'-0"
17'-0°
60'-0"
15'-8"
(2) SLI 35 H
HEAD 8'-01, C5 F C5
■■ ■■ ■■ I 0 I ❑®
■ -------- —� F3 L_J L—J
mm
2880 03 F3 �' 5'-8" 7'-1° 2'-11° -4" 11 6'-0"
rom
SGL UTE aim o d
(2) SH 26 W 1'-7" '-2" 1'-8" I. 2'-6"
~ ~ FG 1 " HIGH
Co FG ABV (SG
80
i ■ A4 HEAD 10'-0" LITE
0 C2 ® ■ ■ ■ ■ ®■ a ■ ifD
I ® F---------— — — — — — — —
1
I I
3=>-0l I F1 I
o M" 00 I FORM SHOWER PAN-1
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l 0 W/ 12014 FG. BV. (4 PANEL) RECESS
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NOTE:
ALL COLUMNS ARE C1 U.N.O.
0'-0" FIN. FLOOR SLAB_
5'-7"
7 C6
L_J F5 I
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-0
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9'-2"
-8"
X-91/2"
4'-111/2"
7'-7"
7'-7"
14'-9"
81-9"
24'-4"
60'-0"
PROJECT LOG
ISSUED FOR PRECON 10-18-17
�j ISSUED FOR PERMIT 11-17-17
CONIC. PADio
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TYP. WALL SECTION
2x6 BLOCKING
CABINET LOCATIONS.
FASTEN EA, END TO
STUDS W/ (2) #10
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS-
X40/C) W/1 FULL (LENGTH24 STUDS 0
24LAYER 0
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O APPLIED VERTICALLY & ATTACHED W/
i" LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12" 0/C
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONC. FLOOR SLAB
HIL71 PINS .145" DIA x 1" LG.
0 16" 0/C W/ I- WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/4" = i'0"
3 4" THK TEMP
—\
MF AMELESS GL
W/ CUPS
1/2" WALL CAP—.
MTL FRAMING
KNEEWALL W/ DRYWALL
FINISH THIS SIDE
TOP OF KNEEWALL W/ PT
2X TOP PLATE & 1/2
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RESISTANT DRYWALL
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& TILE FINISH
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LLLLLL
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TYP. KNEE WALL SECTION
1/2" = 1'-0"
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS.
3. 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
4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
6. R-30 BLOWN -IN INSULATION AT ALL A/C AREAS
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.
GARAGE FLOOR
ELECT. PANEL / CHASE
CEILING
TYPICAL
Z 0 16°
a
FINISHED FLOOR
SOAP NICHE
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0 EACH STUD
FINISHED CEILING - SEE
O TYP. WALL SECTION
CONT, 25 GAUGE METAL TRACKS
TOP & BOTTOM W/ (1) #10 SMS 0 24" 0
25 GAUGE CHANNEL SHAPED STUDS
24" 0/C W/1 FULL LENGTH LAYER OF
1/2" TYPE GYPSUM WALLBOARD
ol APPLIED VERTICALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12" O/C
CONC. FLOOR SLAB
HILR PINS .145" DIA x i" LG.
0 16" 0/C W/ 1" WASHERS
1 INTERIOR PARTITION
A 2 3/4 - 1.'0'.
CALCULA
TOTAL U/A
COVERED ENTRY
COVERED LANAI
GARAGE
TOTAL AREA
TIONS
2522
S. F.
105
S.F.
325
S. F.
689
S.F.
3641 S.F.
I
WASHER 28 1/2 RACE DRYER VENT
°n
DRYER VENT LOCATION
FRONT VIEW
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BATT INSULATION FOR DEMISING
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° 2'-1 1/2" T-9 1/2" 2'-1 1/2° g° I EWH 22 54"
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DOOR W/ RIVETED S V. LT.
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SEE DETAIL THIS PAGE
FRAME -OUT
ELEC. & CHASE
ELEC. PANEL --
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TO.B.B. '-0 3'-7"
9'-4" 3'-7" =0
11'-4" T.0.8.B.
-B° 3'-91/2" 4'-ll 1/2" 7'-7" 9'-2" 7'-7"
24'-4"
PROJECT LOG
ISSUED FOR PRECON 10-18-17
ISSUED FOR PERMIT 11-17-17
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PROJECT LOG
ISSUED FOR PRECON 10-18-17
ISSUED FOR PERMIT 11-17-17
FLAT CONCRETE 71LE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 301 FELT TIN TAGGED
TO EXT. GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
12
& NAILING PATTERN)
PRE-ENG. WOOD ROOF 7RUSSES
6
it 0/C TYPICAL
W/APPROVED GALV TRUSS
ANCHORS EA. END
INSULA71ON
PER ENERGY CALC.
SEE PLAN/ ELEV.
RAT RUNS PER
o
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5/8"
DRYWALL OR 112" "TOUGHROCK"
GALV. MIL. DRIP
(OR EQUAL) APPLIED TO
ON 1X2 P.T.
; 0,
UNDERSIDE OF TRUSSES
FIRE STOP
2x8 PAINTED TEXTURED
SPRUCE FASCIA
2•_p•
CONT. 8"x16" MASONRY BOND BEAM
CEMEN71TOUS FINISH ON METAL LATH ATTACHED
TYP. O.H.
W/ 1#5 CONT. TOP & BOT, - FILL W/ CONC.
TO LEDGER & 2x4 BLOCKING
CONT. METAL POUR STOP
W1 3" CONTINUOUS VENTS ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
1/2" DRYWALL
IX2 P.T. FURRING ® 24" 0/C
MEDIUM TEXTURE DECORATIVE
EXTERIOR BLOCK WALL TO BE
CEMENTITOUS FINISH
OVER 8" CONC. BLOCK
R 4.1 FI-FOIL BETWEEN STUDS
WOOD BASE
MONO. CONC. FOOTING
SEE FOUNDATION PLAN
FOR N07ES & DETAILS
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2 a
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TYPICAL WALL SECTION
SCALE 314" = ID"
ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED ® 3641 (SQ.FT.) x 144 ae 524,304 SQ IN.
/ 150 = 3,495 SQ. IN. REQUIRED NET VENT AREA
/ 15 SQ IN. PER LINEAR FT. (270 LF) VENT = 4,050 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
vinylcorp com 1 8000 NW 79th Place : P305. 4776464
Sdarkwesstem F:etrah Building Systems ..0 Miami. Horde 33166 - F 305.477 4108
Soffit Vents (One Piece)
Continuous one-piece Soffit Vent with reinforcing rib to key into stucco & plaster.
CS58-300V 1 5l5" 1 3" wide vent (one piece) 5" overall width, perforated flanges 1 15
3" Soffit Vents —Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &. plaster. Vent Clips are provided to connect Soffit Vent and
to assist in alignment.
Vent area: 15 square inches per lineal 8.
Caulk all Intersections, butt Joints, ends and corners at time of installation.
a=6'-0'
EDGE ZONE
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COLUMNS TO BE SMOOT
STUCCO FINISH MATCH TRII
COLO
U -34.8 PSF
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O D.P.= +29.9 PSF
-32.7 PSF
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O O -32.7 PSF O -36.3 PSF O -31.3 PSF O -34.B PSF MASONRY
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REAR ELEVATION
MASONRY CONSTRUCTION, TYP.
iEl
O D.P.= +33.5 PSF
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12
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EDGE ZONE EDGE ZONE
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-32.2 PSF
LEFT ELEVATION
14'-8" T.0.8.8
11'-4" T.O.B.B.
9'-4" T.O.B.B.
COLUMNS TO BE SMOOTH
STUCCO FINISH MATCH TRIM
COLOR
0'-0" FIN. FL. SLAB
14'-8" T.O.B.B.
11'-4" T.O.B.B.
9'-4" T.O.B.B.
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PROJECT LOG
ISSUED FOR PRECON 10-18-17
ISSUED FOR PERMIT 11-17-17
■ "
a=6 -0
EDGE ZONE l
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APPLY CEMENTITIOUS MATERIAL PRIOR
TO METER INSTALLATION
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
TYPICAL INSTALLATION
WINDOW ASSEMBLY
MARBLE SILL
5'-0"
COVERED LANAI
D.P.= +31.9 PSF BELOW: O K D•PD.P.=+33.5 PSF PSF ABOVE: -34.8 PSF O
"'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
CAULK SEAM AT CONCRFTF SUBSTRATE PER MANUF. SPECS
d.; a WINDOW INSTALLATIO
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GROUT," --
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BY WINDOW MANUFACTURER
CAST-CRETE PRECAST SILL DETAIL
SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATION
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PRE ENGINEERED WD. TRUSSES
E @ 24" O/C TYPICAL
KITCHEN BEYOND
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0
7
CONC. COLUMN
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BY MANE FASTENED TO
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3/16"x1-1/4" LAG SCREWS
2x8 P.T. ATTACHED TO
IANU.'S METHOD OF COLUMN W/ 5/8" WEDGE
iTTACHMENT SHALL ANCHORS 0 2'-0" 0/C VERT.
'REVAIL WEN SUBMITTED VCOMPLETE WSTRU IIC ONS (6" MAX. FROM ENDS) AND
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 D.P.= +31.9 PSF
-34.8 PSF
OPENING
TO DINING
ROOM
FOYER
LOW WALL
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3/16" TAPCON SCREWS
0 12 0/C. MIN. 1-1/4" EMB
PERIMETER SEALANT
STUCCO FINISH
k—CONC. OR MASONRY
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SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX.
DRYWALL BOARD
CAULKING
JAMB DETAIL (WINDOW)
WNDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
0=_6'-0" a=6'-0"
EDGE ZONE EDGE ZONE
--i
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I I �
O D.P.= +31.9 PSF -34.8 PSF O D.P.= +33.5 PSF -34.8 PSF D.P.= +31.9 PSF
-41.7 PSF O
RIGHT ELEVATION
12
6
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
I -I I -I I -I I.I I.I I-) I -I I•)
101 IN IN 101
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ICI ImI ICI ICI ICI ICI I -I ICI
Cm- � I I I I I _I I I ICI
A -A SECTION - ARTISAN
14'-8" T.O.B.B.
9'-4" T.O.B.B.
0'-0" FIN. FL. SLAB
11'-4" T.O.B.B. OL
9'-4" T.O.B.B.
0'-0" FIN. FL. SLAB
1x2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
STUCCO FINISH
CONIC. OR MASONRY
1-1/2" CASE HARDENED COIL
PERIMETER SEALANT
NAILS AT 12" 0/C. MAX.
CONC. OR MASONRY
2x6 P.T. BUCK RIPPED
TO WIDTH OF DOOR JAM
CONC. OR MASONRY
1x6 P.T. BUCK SET IN
SEALANT AND NAILED
SET IN SEALANT FASTEN
W/ 114" DIA. x 3-114"
Qoi, NI
W/1-1/2" CASE HARDENE
TAPCONS 3" FROM E.E.
0COIL NAILS AT 12" 0/C,
0
flOo o AND 6" 0/C MAX.
° 0°0 MAX.:
RYWALL BOARD
DOOR TRIM
AULKING
LUMINUM FRAME, FASTEN
DRYWALL BOARD
DOOR FRAME
7r--,cA
O STRUCTURE THRU BUCK
CAULKING
FASTEN TO BUCK W/
/ 3f16" TAPCON SCREWS
(2) 16 GALV. x 2"
12 0/C. MIN. 1-1/4" EMB
D DOOR FRAME
FASTEN TO BUCK W/
SCREWS 0 2'-0" 0/C
ERIMETER SEALANT
(2) 3/16'x2-1/2" TAPCON
DOOR TRIM
TUCCO FINISH
SCREWS 0 2'-0" O/C
PERIMETER SEALANT
HEAD DETAIL (WINDOW)
JAMB/HEAD DETAIL (S.G.D.)
STUCCO FINISH
WNDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
HEAD/JAMB DETAIL (DOOR)
DOOR THRESHOLD SET
ALUMINUM FRAME
OOR FRAME FASTEN
IN BED OF CAULK &
D ` SECURE FRAME TO SILL
TO BUCK W/(2) 3/16"x
FASTENED TO SILL W/
WITH SILICONE
2-1/2" TAPCON
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L/
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SCREWS 0 2'-0" O/C
®18"
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PERIMETER SEALANT
SILL DETAIL (WINDOW)
SILL DETAIL (S.G.D.)
STUCCO FINISH
SILL DETAIL (DOOR)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
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SECTIONS
ELEVATIONS
A-4
721011-t- mw Milo
NOTE: MAY 13E ATTACHED TO VERICAL TRUSS MEMBER
FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR
DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
PROJECT LOG
ISSUED FOR PRECON 10-18-17
ISSUED FOR PERMIT 11-17-17
ENG. AND APPROVED WOOD TRUSSES SEE
TiP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS
INSTALL PER. MFR. SPECIFICATIONS
\ _ SEE PLAN
0"
CONT CONT. MASONRY BOND BEAM
CONT. POUR STOP
8" CMU WALL
1
A5 CONNECTION DETAIL
i lyF USP KCCQ44 OR
)' SIMPSON CCQ44sds2.5
FASTEN PER MAN'F. SPECS
5680# MAX.
I :
WOOD POST
SEE FRAMING PLAN
(6) 1/4"x2-1/2" LG.
SDS SCREWS TO POST
SIMPSON HDU5
HOLD DOWN 56451 MAX.
(1) 5/8" DIA.
WEDGE ANCHOR
4" MIN. EMBED.
A5 CONNECTION DETAIL
NAIL SILL PLATE THROUGH
TO CROSS BLOCK W/2-i6d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS ® 24" 0/C
W/ 19/32" EXT. SHEATHING
TOE NAIL TRUSS TO CAP
W/3-i6d NAILS
PRE-ENG. WOOD TRUSSES
SEE TYP. WALL SECTIONS
\
ACTUAL HEEL AND
OVERHANG CONDITIONS
TIE BEAM OR BOND BEAM
5/8p WEDGE ANCHORS 0 24" 0/C
W/3 x3"x114 STEEL WASHERS
EMBED (4) MIN.
2x4 CROSS
BLOCK ® 24"
O/C TYP. TOE
NAIL EA. END
W/(3) i6d
NAILS
TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-16d
NAILS EA. STUD
A5 CONNECTION DETAIL
ALLOWABLE LOAD 1061 #/TRUSS UPLIFT
(16) WSJ TO G. T.
s e e SIMPSON KECCQ44
e e° OR APPROVED EQUAL.
7105# UPLIFT MAX.
(14) WSJ TO WD. POST
WOOD POST
SEE FRAMING PLAN
(14) 1/4' x 2-1/2"
SDS THROUGH POST
"SIMPSON HDU5"
HOLD DOWN
OR APPROVED EQUAL
5645# UPLIFT MAX.
5/8- DIA.
)GE ANCHOR
MIN. EMBED.
A5 CONNECTION DETAIL
(1)
INTO oLAm n7
5" MIN. EMBED.
SET IN EPDXY
PRE-ENGINEERED WOOD
ROOF TRUSS 0 24' 0/C
31MPSON MGT W/ 22-10d
JAILS INTO TRUSS
'ONC. TIE BEAM OR
MASONRY BOND BEAM
MAX. UPLIFT = 3965#
a5 CONNECTION DETAIL
i12" DRYWALL OVE
TYPICAL FURRING
EXTRA LAYER OF 1
DRYWALL SURROND,
FRAME ARCH
TYPICAL FURRING
APPLIED TO SHEA T
19/32 PLYWOOD Al
SF
PRE-ENGINEERED WOOD
INVERTED GIRDER TRUSS
SIMPSON FGTR W/ 18-SDS
1/4' X 3" SCREWS INTO
GIRDER
�CONC. TiE BEAM OR
2-1/2" X 5 TITEN MASONRY 13OND BEAM
HD TO MASONRY
WALL PER MANUF.
SPECS MAX. UPLIFT (1) FGTR = 5000#
3 (2) DESIREDA PLLIIFTADDACHIEVE
9400# MAX
a5 CONNECTION DETAIL
CONT. 2x6 P.T. BUCK FASTENED TO LINTELS
W/ 1/4'x3" LG. TAPCONS 0 12' 0/C MAX.
AND TO BLOCK OR CONC'.
W/ HILTI DNI-62-P8 08" 0/C MAX.
0 �0� 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF
FREE EDGE DIMENSION EXCEEDS 24"
SEE DIMENSION. NAIL TO BUCK AT EACH
A A END W/ (4) i6d NAILS.
I EDGE OF MASONRY OPENING
I
19/32 EXTERIOR SHEATHING
W/PAPERBACKED HI RIB METAL LATH
2X4 PT BLOCKS ALONG ARCH
NAIL TO PLYWD. EACH END
W/(3) 10d x 1-1/2" COIL NAILS
VIEW
4
A5 CONNECTION DETAIL
"LOTTS" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
APPLIED UPLIF1
LINTEL
SPECIFICATION
1
1T-4"
1413
545
581
240
8724/181T
2
5'-4"
10000
668
5698
315
8F36/1BiT
3
3'-6"
10000
235
7428
114
BF16/1BiT
4
5'-4"
5809
264
3057
128
8Fi6/1B1T
5
5'-4"
5BO9
264
3057
128
BF16/iBiT
6
3'-6"
10000
104
7428
81
8F16/i13iT
7
4'-0"
10000
980
7184
275
8FIF38/iB1T
BA
7'-6"
1078
0
733
0
ftFB/iBiT
8B
7'-6°
2882
1381
1548
533
8F16/1BiT
9A
5'-4"
1773
0
1135
0
8F8/1B1T
9B
5'-4"
5809
250
3057
100
8F16/iBiT
10A
13'-4"
504
0
396
0
BF8/iB1T
10B
13'-4"
1576
919
711
297
8F2O/lB1T
11
4'-0°
10000
416
7184
390
8F!F38/iBiT
12
5'-4"
5809
250
3057
120
8F16/161T
13
14'-B"
1079
197
477
160
8F16/1BiT
14
19'-4"
736
313
323
240
8F16/iB1T
15
10'-6"
1664
353
830
120
81-16 iB1T
16
3'-6"
10000
465
7428
205
SFi6/i13iT
17
7'-6"
2882
233
1548
103
8F16/iB1T
18
5'-4"
5809
1043
3057
531
8F16/iB1T
19
3'-6"
10000
667
9578
233
8772/iB1T
20
5'-10"
757
0
722
0
8RF6/1BiT
21
5'-10"
10000
674
5480
230
8F40/1B1T
22
3'-6"
10000
0
9578
0
8F72/iBiT
23
7'-6"
8615
1183
2879
429
8F28 iB1T
24
5'-4'
6077
434
5698
354
8F48/1B1T
25
13'-4"
2598
170
1022
130
SF28/181T
26
7'-6"
7857
318
3323
262
SF36/1B1T
(3) i6D TYP
2 10d TYP.
TRUSS
REINFORCE VE
OF GABLE ENE
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as CONN,
O�BOX -OUT DETAIL
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ROOF SHEATHING NAIL PER SCHEDULE
CONT. FASCIA BOARD (SEE WALL SECTION) NAIL
TO LADDER W/ 16d 0 8" O/C
2x4 LADDER FOR O.H. 0 i.°" 0/C
CONT. 2x4 LADDER PLATE ANCHORED TO GE
TRUSS W/ i6d NAILS 0 8" O/C MAX.
2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" O/C
WALL SHEATHING NAIL PER SCHEDULE
GABLE END FASTEN TO SLEEPER W/ 16d NAILS
® 4" O/C TYPICAL
CONT. 2X4 SLEEPER FASTE14 TO BEAM W/ HILTI
XDNI 2-5/8" LG. ® 6" O/C
USP TA24R EMBEDDED STRAP W/ (4) i6d NAILS
0 EA. TRUSS VERT. WEB (24" 0/C)
CONT. CONC. OR MASONRY TIE BEAM SEE TIE
BEAM SCHEDULE
2x4 LATERAL BRACING 0 4'-0" O/C
PRE-ENG WD. TRUSSES 0 24' O/C
(SEE CONNEC77ON SCHEDULE)
19/32" EXT. GRADE PLYWD. NAILED
® 6" 0/C AT PANEL EDGES & 12" 0/C
FOR THE REMAINING FIELD W/ i0d NAILS
2x8 VER7ICAL. NAILED TO ROOF TRUSS W/
(3)10d NAILS, NOTCHED AND TOENAILED W/
(3) 10d NAILS TO PLYWOOD ON BLOCK WALL.
(3)i/2 x6' PCS. EXTERIOR PLYWOOD
CUT TO CONTOUR OF ARCH, SHOT TO
WALL W/ 3" PINS 0 12" 0/C (1 1/4" EMBED)
FASTENERS
ALLOWABLE LOADS
SIMPSON
MODEL
N0.
CMU
CONCRETE
UPLIFT
GRAVITY
HU28
6-1/4"x2-3/4"
6-1/4"xi-3/4'
575 LBS.
2400
TITEN
TiTEN
HU210
8-1/4"x2-3/4"
8-1/4'xi-3/4'
575 LBS.
2400
TiTEN
T1TEN
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STRUCTURAL
PLAN
MW=170
SECTION
CONNECTION DETAIL
271 LBS. MAX. 665 LBS. MAX. 373 LBS MAX. E.E. 271 LBS MAX. �,�'PROJECT LOG
TC-1 ?S] TC-1 TC-1 TC-1
ISSUED FOR PRECON 10-18-17
ISSUED FOR PERMIT 11-17-17
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BIZ
1551 LBS. MAX.
(2) TC-1
J
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
12" I, 12"
TYP, RIDGE CAP &
I ROOF MEMBRANE
2x RIDGE BOARD
(2) SIMPSON H10 CLIPS
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
2x6 CATS ® 24" O/C
I BETWEEN TRUSS RUN
PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
FIELD FRAMED RIDGE DETAIL
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
ALLOWABLE UPLIFT
PARALLEL LOAD (172)
PERPEND. LOAD (Fl)
CTOR
TRUSS
TIE -BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
(5) 10d x 1-112"
-
990
1980
335
670
245
490(7)
PCONNECTOR
10d x 1-112'
-
1205
2410
335
670
245 #
4906
(8) 10d x 1-1 2'
(4) 1 4" x 1-314" WAB.
1225
-
1225
-
1225
9 10d x 1-112'
-
1870
2430
710
1310
270
1215
(20) fOd x 1-112'
(24 10d x 1-1/2"
1530
-
-
-
-
-
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 5) USE UALVANILtU NAILS UN WUUV
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
176Y1-11
LOCATION PANEL GRADE
ROOF APA RATED SHEATHING
EXPOSURE I, OR EQUAL
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
FRAMING DIAPHRAGM
SPACING BOUNDARIES EDGE INTER. EDGE
8d RING- Nd RING- 8d RING- Bd RING-
24' 0/C SHANK SHANK SHANK SHANK
,Mau a" n/c 6" O/C 6" 0/C 6" 0/C
APA RATED SHEATHING
EXT.
EXPOSURE I, OR EQUAL
16" 0/C
WALL
SPAN RATING 40120
19132
MAX.
APA RATED SHEATHING
INT.
EXPOSURE I, OR EQUAL
16" 0/C
WALL
SPAN RA77NG 32116
15132
MAX.
8d RING- I Nd RING- 1 8d RING-
2
INTER.
ZONE
EDGE
3
INTER.
REMARKS
W RING-
8d RING-
8d RING -
SHANK
SHANK
SHANK
BLOCKED AS
6" O C
4" O C
4" O C
SHOWN ON PLAN
NAIL CORNER STUDS
AT 4" 0/C MAX. TYPICAL
BLOCK FREE EDGES
RING -SHANK NAILS TO HAVE T14E FOLLOWING DIMENSIONS
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
J. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMLIER
5. 2 INCH NAY'- LENGTH
11'-4
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LG.
LBS. M
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4083 LBS. MAX.
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1163 LBS. E.E.
9'-4" WALL HEIGHT
11'-4" WALL HEIGHT
11'-8" WALL HEIGHT
14'-8" WALL HEIGHT
CONNECTION RESPONSIBILITY NOTE
E.C.T. PROVIDES TRUSS TO TRUSS FACE MOUNT
HANGERS ONLY. ALL OTHER TRUSS TO TRUSS OR
TRUSS TO MASONRY CONNECTIONS ARE THE
RESPONSIBILITY OF THE E.O.R.
Indicates Left End Of Truss
On Layout & Engineering Sheets
a., EDGE STRIP DEFINED AS THE LESSER OF 10%
OF LEAST HORIZONTAL DIMENSION OF BUILDING
OR 40% OF HEIGHT H BUT T LESS THAN 4% OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF ZONE
NAILING REQUIREMENTS.
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8d RING- 1 Ad RING- 18d RING -
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EDGES
ROOF ZONE DIAGRAM
PROJECT LOG
ISSUED FOR PRECON 10-18-17
ISSUED FOR PERMIT 11-17-17
ELECTRICAL SYMBOLS
® DUPLEX RECEPTACLE $ SWITCH TELEVISION JACK C7 DETECTOR EYEBALL
I AT 12" A.F.F. SINGLE POLE 4 PRE WIRED SECURITY ' USB STA710AI
Q� DUPLEX RECEPTACLE SWITCH 220 V. RECEPTACLE FLOOD LIGHTS F.P.&L. METERIB AT BASE �3 THREE WAY AT 12" A.F.F. SO SMOKE g & DISC.
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wp WATERPROOF KEYPAD WALL OUTLET INCANDESCENT LIGHT II RECEPTACLE
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STATION I CHIME HOME RUN VAPOR PROOF IN CLG,
ELEC. PANEL "A" 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
B
0
0
1
ELECTRIC COOKTOP
2
50
6
10.0
0
1
DBL, WALL OVEN
2
50
6
10.0
0
2
DRYER
2
30
10
5.0
0
2
WATER HEATER
2
30
10
4.5
0
1
LAUNDRY
1
20
12
1.5
0
1
MICROWAVE
1
20
12
1.5
0
1
DISHWASHER/DISPOSAL
1
20
12
1.2
0
1
REFRIGERATOR
1
20
12
1.2
0
3
SMALL APPLIANCE
1
20
12
4.5
0
1
BATH GFI
1
20
12
1.5
0
12
GEN. LIGHTING
1
15
14
6.3
0
47.2
9.6
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 14.88
A/C LOAD AT 657 = 6.24
TOTAL = 31.12 31.12 x 1000/240 = 129.6 AMPS
(1) SETS OF (J) 14/0 AWG. THWN
IN 2" CONDUIT
200 AMP SERVICE
p METER
DISC. CO
PANEL
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 2522 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 7566 / 12 (GEN.LTG.CIR.) = 630 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALC S. ONLY.
NOTE: ALL VANITY YYALL LIGHTS TO
BE 100" A.F.F. U.N.O. POWDER ROOM
TO BE 86" A.F.F. IF APPLICABLE
NOTE: ALL EDGE OF :TWITCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
NOTE: GARAGE PIJSH BUTTON
LOCATED 0 60" ABV GARAGE FLOOR
72" MAX.
NOTE: PROVIDE ARC
FAULT -INTERRUPTER PROTECTION
FOR ALL DWELLING IJNIT BEDROOM
RECEPTACLES. (PER NEC 210-12)
NOTE: ACCEPTABLE SMOKE & CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE--9120B
C/O-SC9120B
KIDDE SMOKE-21007581
C/O 21006377-N
USB
*NOTE*
- ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECO
- ALL SWITCHES TO BE DECO
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Job #: Tacoma Lot 170
Performed by Skyetec for:
GHO Homes
9410 Pinebark Ct
Ft. Pierce, FL 34951
Tacoma
5.0 Ton
Scale: 1 : 115
Page 1
Right -Suite® Universal 2017
17.0.04 RS000269
2017-Nov-13 16:11:35
...s\Skytec\Tacoma Lot 170 GL S.rup
PROJECT LOG
ISSUED FOR PRECON 10-18
ISSUED FOR PERMIT 11-17
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Cond
Job #: Tacoma Lot 170
Performed by Skyetec for:
GHO Homes
9410 Pinebark Ct
Ft. Pierce, FL 34951
PROJECT LOG
ISSUED FOR PRECON 10-18-17
ISSUED FOR PERMIT 11-17-17
BLDG COMMENTS 02-05-18
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Page 1 M-1
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17,0.04 RS000269
2017-Nov-1316:11:35 MW
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...s\Skytec\Tacoma Lot 170 GL S.rup