HomeMy WebLinkAboutBuilding plansPROJECT LOG
ISSUED FOR PRECON 12-22-16
ISSUED FOR PERMIT 01-18.17
1 .t
NJ
n
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 APPUCABLE 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
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
FIR
FRENCH DOOR
B.P.
BI PASS
FIN.
FINISHED
BLK.
BLOCK
FL
FLOOR
BLW.
BELOW
G.T.
GIRDER TRUSS
BRIG.
BEARING
GA.
GAUGE
BTM.
BOTTOM
GALV.
GALVANIZED
CLG.
CEILING
GFI
GROUND FAULT INTERRUPT
CMU
CONCRETE MASONRY UNITS
GL.
GLASS
COL
COLUMN
GWB
GYPSUM WALLBOARD
CONC.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT.
CASEMENT
HGT.
HEIGHT
DBL
DOUBLE
HPS.
HOOPS
DIA.
DIAMETER
HR
HOUR
DISP.
DISPOSAL
HS
HORIZONTAL SLIDING
DP
DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
DR.
DOOR
INS.
INSULATION
DW
DISH WASHER
INT.
INTERIOR
E.E.
EACH END
LG.
LONG
ELEC.
ELECTRICAL
UN.
UNEN
ELEV.
ELEVATION
LT.
LIGHT
E.S.
EACH SIDE
LT.
LAUNDRY TUB
THESE PLANS WERE PREPARED
USING THE 2014 FLORIDA BUILDING CODE 5th EDITION
M.C. MEDICINE CABINET
M.R.H. MEAN ROOF HEIGHT
M.T.
METAL THRESHOLD
MAX.
MAXIMUM
MFR.
MANUFACTURER
MICRO.
MICROWAVE
MIN.
MINIMUM
M.O.
MASONRY OPENING
MONO.
MONOLITHIC
MR.
-METAL
O.H.D.
OVER HEAD DOOR
O/C
ON CENTER
P.L.F.
POUNDS PER LINEAR FOOT
P.S.F.
'POUNDS PER SQUARE FOOT
P.S.I.
POUNDS PER SQUARE INCH
P.T.
PRESSURE TREATED
PART'N.
PARTITION
PKT.
POCKET
PLYWD.
PLYWOOD
R.O.
-ROUGH OPENING
S.C.
SOLD CORE
S.G.D.
SLIDING GLASS DOOR
SF
SQUARE FOOT
SH
SINGLE HUNG
SMS
SHEET METAL SCREWS
ST,
STIRRUPS
STL
STEEL
SW
SWITCH
TEMP.
TEMPERED
T.B.
THROUGH BOLT
T.O.
THROUGH OUT
T.O,B,B.
TOP OF MASONRY BOND BEAM
T.O.PL
TOP OF WOOD PLATE
T.O.T.B.
TOP OF TIE BEAM
TYR
TYPICAL
U.N.O.
UNLESS NOTED OTHERWISE
UL
UNDERWRITERS LABORATORIES
V.I.F.
VERIFY IN FIELD
W.A.
WEDGE ANCHORS
W/
WITH
WC
WATER CLOSET
WD.
WOOD
COUNTY OF INDIAN RIVER PRODUCT APPROVAL
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
A
FL-9774 R11
9100 OHD 181]80
WAYNE DALTON
N/A
5/16'X 1-5/8' LAG SCREW AT EA. JAMB BRACKET
+28.1 PSF
+39.2 PSF -43.7 PSF
9-0' DOOR HGT. - 5 BRACKETS EA SIDE
-31.9 PSF
B
FL 15349.6
4663 F.G.
MI WINDOWS & DRS
NON IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
+30.8 PSF
+55.0 PSF -55.0 PSF
O 1f O/C MAX. SPACING
-33.4 PSF
C
FL 15349.6
4624 F.G,
MI WINDOWS & DRS
NON IMPACT
3/16' TAPGONS W/ 1-1/4' MIN EMBED
+33.9 PSF
+55.0 PSF -55.0 PSF
TRANSOM
1
0 12- O/C MAX SPACING
-36.8 PSF
D
FL 17499.6
SH 15
MI WINDOWS & DRS
NON IMPACT
3/16' TAPOONS W/ 1-1/4' MIN EMBED
O = +33.5 PSF
+55.0 POE -55.0 PSF
FL 15349.6
W/ F.G. A8V
012" O/C MAX SPACING
-36.3 PSF
E
FL-7630.2
3080 DR W/ W
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS O
+30.9 PSF
+50.0 PSF -50.0 PSF
SIDEUTE
4- & 18.33" O/C MAX SPACING
-33.8 PSF
F
FL 15349.6
4624 E.G,
MI WINDOWS & DRS
NON IMPACT
3/1V TAPCONS W/ t-1/4" MIN EMBED
+33.9 PSF
+55.0 PSF -55.0 PSF
TRANSOM
O 12' O/C MAX SPACING
-36.8 PSF
G
FL 17499.6
SH 35
MI WINDOWS & DRS
NON IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
+32.4 PSF
+55.0 PSF -55.0 PSF
. 0 12- O/C MAX SPACING
-35.3 PSF
H
FL 15349.6
51020 F.G.
MI WINDOWS & DRS
NON IMPACT_t
VIE- TAPCONS W/ 1-1/4' MIN EMBED
+33.6 PSF
+55.0 PSF -55.0 PSF
TRANSOM
- 012' O/C MAX SPACING
-44.7 PSF
I
FL 17499.6
SHH 33
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
+33.9 PSF
+55.0 PSF -55.0 PSF
0 12- O/C MAX SPACING
-36.8 PSF
J
FL 17499.6
(2) SH 35
MI WINDOWS & DRS
NON IMPACT
3/1C TAPCONS W/ 1-1/4' MIN EMBED
D.P= +29.9 PSF
+55.0 PSF -55.0 PSF
a 12' O/C MAX SPACING
-36.3 PSF
K
FL-7630.1
2880 SGL LITE DR
THERMA TRU
N/A
1/4" TAPOONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
_ . 4' & 18.33' O/C MAX. SPACING
-34.8 PSF
L
FL 15332.5
12080 SO
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P: +28.5 PSF
+55.0 PSF -55.0 PSF
012' O/C MAX. SPACING
-31.3 PSF
M
FL 15349.6
12014 F.G.
MI WINDOWS & DRS
NON IMPACT
3/16'. dAT'CONS W/ 1-1/4' MIN EMBED
'
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
TRANSOM
12' O/C MAX SPACING
-34.8 PSF
N
FL-7630.1
2680 SGL LUTE DR
THERMA TRU
N/A
1/4' TAPOONS W/ 1-1/4' MN. EMBED CORNERS 0
O = +31A PSF
+50.0 PSF -50.0 PSF
4" & 18.33" O/C MAX SPACING
-34.8 PSF
0
FL 17499.6
SH 26
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
3214 F.G.
012' O/C MAX SPACING
-34.8 PSF
P
FL 15349.6
MI WINDOWS & DRS
NON IMPACT
3/1C TAPCONS W/ 1-1/4- MIN EMBED
O = +33.5 PSF
+55.0 PSF -55.0 PSF
TRANSOM
SH 36
O 12" O/C MAX SPACING
-36.3 PSF
0
FL 17499.6
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 12' O/C MAX SPACING
-34.8 PSF
R
FL 15349.6
4614 F.Q.
MI WINDOWS & DRS
NON IMPACT
3/IB" TAPOONS W/ 1-1/4' MIN EMBED
O = +33.5 PSF
+55.0 PSF -55.0 PSF
TRANSOM
0 12- O/C MAX SPACING
-36.3 PSF
S
FL-7630.1
2880 SGL UTE DR
THERMA TRU
N/A
1/4' TAPOONS W/ i-I/4' MIN. EMBED CORNERS 0
OR= +31.9 PSF
+50.0 PSF -50.0 PSF
4- & 18.33' O/C MAX SPACING
-34.8 PSF
T
FL 17499.6
SHH 33
MI WINDOWS & DRS
NON IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
OR +33.5 PSF
+55.0 PSF -55.0 PSF
0It O/C MAX SPACING
-36.3 PSF
U
FL 17499.6
SH 35
MI WINDOWS & DRS
NON IMPACT
3/16* TAPCONS W/ 1-1/4" MIN EMBED
+32.4 PSF
+55.0 PSF -55.0 PSF
j
012' O/C MAX SPACING
-35.3 PSF
V
FL 17499.6
SH 35
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
+32.4 PSF
+55.0 PSF -55.0 PSF
0 12' O/C MAX SPACING
-35.3 PSF
W
FL 17499.6
SH 23
MI WINDOWS & DRS
NON IMPACT
3/16" TAPOONS W/1-1/4' MIN EMBED
+33.5 PSF
+55.0 PSF -55.0 PSF
0 12- O/C MAX SPACING
-36.3 PSF
X
FL 17499.6
SH 35
MI WINDOWS & DRS
NON IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
+32.4 PSF
+55.0 PSF -55.0 PSF
0 12- O/C MAX SPACING
-35.3 PSF
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
PRODUCT
MODEL #
MANUF.
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
RE
FL 15353
84" VERT.
MI WINDOWS
& DOORS
1/4' TAPCONS W/ 1-1/4' MIN EMBED
(4) FASTENERS PER CUP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
ROOFING
NOA NO. 16-0314-.08
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
CAPISTRANO CONCRETE TILE
PRODUCTS
ROOFING
UNDERLAYMENT
NOA NO. 12-1219-.01
ORAL TILESEAL
MEMBRANE: 1 OR MORE PUES OF BORAL TILESEAL
N/A
N/A
PEEL & STICK
SBS UNDERLAYMENT
PRODUCTS
UNDERLAYMENT W/ A MIN. 3' HEAD LAP & MIN. 6" END LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
1-1 4 RING SHANK ATTACHED TO UNDERSIDE OF
SOFFIT
STUCCO
N/A
TRUSS SPACED 0 EVERY HI RIB (4' 0/C) W/ 7/8"
N/A
N/A
EMBED. PER NAIL
HURRICANE PANELS
FL 16293-111
HURRICANE STORM
1/4' -20 x 3/4" S.S.
PSF
+49.0 PSF -56.0 PS
120' MAX. SPAN
GALV STEEL PANEL
PANEL
KNURLED STUDS 12-1/2" O.C. TOP AND BTM
T37.7
MANUFACTURING,
INC
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS BE ASTM C 90-90. ASTM GRADES NI OR NMI. PROVIDE PRECAST
LINTELS AS NECESSARY. (I'm = 1500 PSI)
1. PROVIDE P.T. P HORIZONTAL ® 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
VEIRT. MAX. AND
N OTHER
D ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
2. MORTAR TYPE M PER ASTM C 270-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2. ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2. ALL WARE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE.
3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
GRAVEL CONCRETE.
LESS. THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL BASS 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 REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
ACCORDINGLY.
3 EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
VERTICAL:
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24` HIGH, 20"OR WIDE, AND MIN. NET
3. AND SEALED IERSRED TRUSS UST BE TO
A FOR
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE
REVIEW. TRUSS DESGNNED
TRUSS CONNECTED
OFFICE MUSTT PROVIDEIGNL
ONS 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 UNE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4. IN AREAS OTHER THAN HHIC FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
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
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
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.
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWATCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROVIDE LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANE. AND AS PER MANUFACTURER.
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS.
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
TRANSFER GRILLES.
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
COLUMN SCHEDULE.
9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
SHOWN ON PLANS
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABV. ADJOINING GRADE.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
CONTINUE UNINTERRUPTED.
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
HORIZONTAL:
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
NOTED COMPOSITE LINTEL (MARK V) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION
12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
5. GENERAL:
MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E.
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
& ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
8' TO FIT BLOCK
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC
EC 210-8 (a )
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3 BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8.
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05 A.S.C.E. 7-10/T.M.S. 602-
ATIONS
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.
i6. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH UGHTING CIRCUITS
FOR MASONRY STRUCTURES.
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS).
18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12, REQUIRED FOR ALL 120-VOLT,
UFT OVER 4'-0' HIGH. CLEANOUT5 SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACT 318-11 AND AO 301-05. ALL
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS.
BEFORE GROUTING.
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
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 USES. 90 PS
12. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
FOUNDATION NOTES
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER -
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULEELASTICITY OF 1600 KS OR BETTER, AS
AG
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2- UNFORMED
PLUMBING NOTES
1. FLOOR SUB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH
CONCRETE BELOW GRADE-3-
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2A 016' D.C.
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94.
STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG
BUGLE HEAD DRYWALL SCREWS AT 1f O/C MAX.
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C.
2. ALL REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE
SUBSTRATE AT 4' O/C AS FOLLOWS:
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERUNES UNLESS
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
OTHERWISE NOTED.
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F.,
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION.
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'-0* OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
6. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND
WIIF.N RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG 7 16' CROWN METAL
/
FRAMING: SELF TAPING SCREWS f12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.
MINIMUM OF 95x MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28" MAX.) AND ADD 2-#P BARS BOTTOM IF DROP EXEEDS 8".
UMTLSE
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. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
COLUMN
BARS ABOVE.
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF 112G
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL.
DOWELS AS AL
1-1/2" LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPUCED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM
i6. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
WIND LOADS PER F.B.C. 2014 5TH EDITION & ASCE 7-10.
CONFORM TO 28 REQUIREMENTSSET
BUFORTHILDING INCODE. E 'FLORIDA BUILDING CODE MECHANICAL'
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
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
- -
- 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, -.
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 9E EQUIPPED WITH SOLID WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
GW�O'n IMI�S
TURMELLE RESIDENCE
1 WL
1 ,
LOT 269
MEADOWOOD
COPYRIGHT R017
TYPICAL "MI" WINDOWS
Lu Il 11 ICI L�J
IDu(o
U-
18d"
36"
52d"
25j"
SH 15
SH 25
SH 35
SH H35
M.O. 20 1/8"
M.O. 38'
M.O. 54 1/8'
M.O. 21 1/2"
�.,
tx, 2x, OR 5/4 BOARD
P.T. WOOD BUCK
1x, 2x, OR 5/4 BOARD
P.T. WOOD BUCK �_
SH 35
TYP. BAY WINDOW
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN V7 (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 LESS THAN 1? (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI)
2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E7OXX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN J" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION LIVE OEAO PARTN TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
ANDL
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.
MaL THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE r-LORIDA 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
NEI NEI
2x P.T.
WOOD BUCK
SHOWN TYP.
DRAWING INDEX
7 01-1
CONCEALED FASTENESORATTACHMENT$
C-1 COVER SHEET ST.LUCIECOUNTY"
ARE THE RESPON
ISILM OF THE
A -I FOUNDATION PL■EVIEWED FOR C
CONTRACTOR
7AECORD
A-2 FLOOR PLAN REVIEWED BY
A-3 ELEVATIONS DATE
LA
THESE PNS AND
ARE SUBJECT TO AN
L PROPOSED WORK
CORRECTIONS
A-4 SECTIONS PLANS ET
OR NO INSPECTION
O�
REQUIRED BY FIELD
NSPECTORS THAT
A-5 STRUCTURAL PLAN
MAY BE NECESSARY
IN ORDER TO
A-6 TRUSS PLAN
COMPLY WITH ALL APPLICABLE
CODES.
E-1 ELECTRICAL PLAN
M-1 MECHANICAL PLAN
SYMBOLS LEGEND
M.O. 35 1/4' W M.O. 37 1/4' W M.O. 41 1/4" W M.O. 55 1/f W M.O. 77 1/2' W
X 98 1/2' H X 98 1/f 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 SLA
I\j
EDGE OF SLABQ -"/k
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 26, 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 SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES.
DETAIL
SCALE
DETAIL
Dwc. SCALE
SECTION
owc. SCALE
SECTION
OWG SCALE
INTERIOR ELEV.
SCALE
9�
BEAM LABEL
®
REVISION
N
TNORTH
ARROW
_/`-
BREAK UNE
a ➢' V
9
GRAPHIC SCALE
SCALE 1�,
1
4 DwG. 2 INTERIOR
ELEVATION
3
C# COLUMN LABEL
F# FOOTING LABEL
MT: _IBE
ELEV
0'-0-0�
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
BEAM HEIGHT CHANGE
FLOOR ELEVATION
uj
�
m
a
o
w
rn
y
w
D
m
v�LL
�
Lu
J
Z
m
LL
M
z
-j
m
o
J
Q
N
Z
w
Z
0
F
a
0
an
O
N
��
nsZ�
iZc
w
U
•a'
}
c
+�,
c
iv
r`o0
in
cn
'>
Ln
`
E
OV
N
O
C
ro
O
O)
E
E
O
Q
p
O
E
N
U
E
•j
+�
N
rn
O
o
O
V
E
cn
++
"
N
c
O
O
S
N
U)
O
N
p
E
=p
co
i
=
Z
o
Ln
'o
U
CL
t
"cam
o
&-
sn
6R
go
III 10
E
0
R Cie
0Ln
... c
o in E5
G DiVI' N U
IN
NCE ` 6 0)
}) to C:
O Lu
BE KEPT N J P c c)
BE AfADE, s' v v-
0
0
CN
0 r*s
z I'
Emil 0 96
*i
�
LW
Ir-R W
A
ry�y,
LL
ZD
ou
OI
o
Lu
,,�
cn
910
o
'--
U
Q
0
W
J Og
U-)
1/4" = V-0"
U.N.O.
COVER SHEET
8„
FBERMESH OR
FIBERMESH
WELDED WIRE MESH
OR W.W.M. <
SEE FOUN. NOTES
TF
1-15 CONT.
FOOTING REBAR
3" MIN. COVER 10
SEE F0071NG SCHED.
34 THICKENED EDGE #1
0
w
U
:dw w a
OTYP. EXTERIOR CONT.
1 MONOLITHIC FOOTING
WOOD POST, FIBERMESH OR
SEE FRAMING PLAN WELDED WIRE MESH
PAD REBAR
SEE FOOTING SCHED.
EDGE BARS ALWAYS
REMAIN. SPACE
OTHERS EQUALLY.
d
� d w
.d•.
R" MATCHING DOWELS FOR
COLUMNS BAR DIA.
MIN. W/STD.D. HOOKS
13 °D FIBERMESH
OR W.W.M.
FOOTING REBAR
SEE F0077NG SCHED.
SEE SCHEDULE
SCHED.
OMIT CENTER BAR WHEN
ONLY (2) REDD.
O IN
. MONOLITHIC PA
38 EXT. CONT.
MONOLITHIC
CONC.
COLUMN
MATCHING DOWELS
48 BAR DIA. MIN.
GRADE
e ,
W/STD. HOOKS
z
;EQ
;
PAD REBAR
EQ.
SEE FOOTING SCHEDULE
EDGE BARS ALWAYS
CHED.
REMAIN. SPACE OTHERS
EQUALLY
OISOLATED PAD
48 BAR DIA. SPLICE
.71
48 BAR DIA. SPLICE
m
�
m
O
m
8 W PRECAST
SCREEN ENCLOSURE
FASTENERS BY SCREEN MFGR.
BRICK PAVERS
FINISH GRADE
—II111 �l 111 �.II I —III-;' I I I i ii l—i � i —li•
-�� 1= 8" x 8" x CONT.
= r i- POURED FOOTING
—�—� ��_ REINFORCE W/ 1#5 CONT.
_I I711—I I —III —I I 1 I I— MUD BED FOR LEVELING
I, ; ,I II I-1 11—
37 SCREEN ENCLOSURE FOOTING DETAIL
LINTEL. SEE LINTEL
SEE BEAM SCHEDULE
SHOP DINGS
FOR REINFORCEMENT
48
BAR DIA. S
ICE
FILL COLUMNS
m
AND LINTEL SOLID
W/ GROUT
0
8"x8" FILLED
0m
+
CELLS W/ 115
VERT. (TYP.)
TYPICAL DETAIL
Al LINTEL ON COLUMN
FILL COLUMNS
CELLS
SOUD 8"x8" FILLED
W/ PEA
GRAVEL CONCRETE SEE PLAN AND
COLUMN
SCHEDULE FOR REINF.
Z TYPICAL DETAIL
a1 BEAM HEIGHT CHANGE
FOOTING SCHEDULE
_
MARK
SIZE WxD
REINFORCING
DESCRIPTION
DETAIL
NO.
F-1
20" x 18" X CONT.
W/2 #5 CONT.
EXTERIOR MONOLITHIC
I
F-2
20" x 18' X CONT.
W/2 J5 CONT.
EXTERIOR MONOLITHIC
0 RECESS
38
F-3
2'4" x 2'-6" x 12'
W/3 15 E. W. BTM.
PAD 0INTERIOR
WOOD POST
6
F-4
3'-0" x 3'-0" x 12"
Wf# 5'S 012" O.C. E. W. BIM.
ISOLATED PAD
7
TE-1
10' x DROP x CONT.
W/115 CONT
THICKENED EDGE
AT DROP
34
TE-2
8" x 8" x' CONT.
Wf15 CONT.
F007ING AT
SCREEN ENCLOSURE
37
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIP710N
CONC. BLK. W/ 1 FULLY GROUTED CELL WII-15 VERT.
8x8
AT 6'--0' OfC MAX. AND AT EVERY CORNER AND
C-1
BLOCK
B07H SIDES OF ANY OPENING MORE THAN 6'-O" WIDE
8xl6
CONC. BLOCK W12 FULLY GROUTED CELLS WII-15 VERT. EACH CELL
C-2
BLOCK
AS LOCATED ON PLANS
842
C-3
BLOCK
CONC. BLOCK IN FULLY GROUTED CELL W/ 1-115 VERT.
IRREGULAR
45' MITERED CONC. BLOCK IN FULLY
C-4
BLOCK
GROUTED CELLS Wf 2-#5 VERT.
4"X4"
C-5
WOOD POST
PROVIDE BASE AND CAP AS N07ED ON DETAILS
b
r
CONC. PAD
a
I m
9'-4" T.O.B.B.
11-6" T.O.B.B.
aim
aim
ai
ad m
m
aim
mm
cdQi
m
00
00
00
o
"v
°v
"vo
o`.t
°�•
17'-10"
10'-6"
15'-4"
2'-6"
6'-101/2"
3'-71/2"
8'-0°
I 6'-7°
3'-0"SH
H33
8'-0.
I
SCENCLOSURE"
C
S5-9"
(
HEAD O
35
8'-0REEN
C2
HEAD
I
■
■■ ■ in ■®
_ _ _
■ ■■
®■
4" STEP
I--- F2 I —e---1
a
4"
----
2880 " SH 36 W
L� FGFG6ABVGH
C4
071 �� STEP
F1
O
F1
2880
N 4" I
i ®SGL
0
i SGL LITE
®
TE-1 4" SHOWER
p� 26
■
I RECESS
JC
3 �
9BG'S"p1, n I �
5'-6" 24
F1
I I�
\ C4 d
■
FORM SHOWER PAN
1 1/2" LARGER ON ALL.`v
N
F1
■
■
SIDES THAN ACTUAL
O■
F1 FNISHED DIMS.
o
� ^ � � \ \
C4
o
7
i
F1
O
SHOWN HERE
sp(2sBp I C
G
\�
I
■
SUPPLY U.G. COND.
FOR POWER TO ISLAND
4" STEP — —\ — — — — —
12080 SGD
— — —
I
W/ 12016 FG. ABV. (4 PANEL)
F1
N HEAD 0 10'-0"
r
IL
C5 r I
5'-01/2"
®
-I
F3 L
-J
f
Di
C5 �
I
®
I
F3 L
J I
18'-6"
2'-8"
II
26,-10"
I
■
0'-O" FIN. FLOOR SLAB
Vt.giII
■
1^1 �
-..
F1
INOTE:
���..... ...
F1
O I
ALL COLUMNS ARE Cl U.N.O.
Z1■
FARM SHOWER PAN
1 1/2' LARGER ON ALL
SIDES THAN ACTUAL
FINISHED DIMS.
■
0 0 o
SHOWN HERE
■
�rF—
4'-4"
3080 DR W/
F1SIDELITE & ARCHED
5'-4"
■
1'
10" 2'-10" 3'-8°
' j1
TRANSOM ABV
4" SHOWER'-s
45FG
C3 F
° 3
RECESS
—
®
I F2
®
I
I i
I
4 3'3 _
C2—F1
4„
o1 Fig
F---
---C�
■
■■ ■ �� SP��o� N x<
�a
■ ■■ ■
■
■■
4'-0" ■
_ 5263 F.G. W/ ROUND FV i
■
— ■
/
F2
FG ABOVE
\
C ■
■ ■ ■
\
C2
■ ® co ■ ■ I
■ ■
HEAD 037' 0
I ■ C
®
8 W X 5-)¢ D RECESS
— \ —
— TEP
UT S P OUT
UNDER SLAB
LINE CHASE
FOR PAVERS FOOTING
DEPTH MEASURED FROM I
F4 \ F4 I I
FGO R DOTER
F4 0 CO COL.
I
.
/
/
BOTTOM OF RECESS) W/
-2" 8 "
AAlBEHIND
6" W X 3/4" D RECESS
(SLOPED) I
I aim
m a
m m
m m m m I ad m
rom aim ao
m ad
00cs
m m
00
22'-0"
SLOPE 2°
o p
2'-10° 2'-10" 1' 4"
'- 2'-8"-0" 6'-6" 9" 2'-0" 6'-6"
1,
8'-4"
II
io
®
EXTEND 5-1/2" DEEP RECESS 4"
PAST EDGE OF OPENING, TYP.
22'-0"
FINISH EDGE OF CONCRETE
AT RECESS, TYP.
F2
F2 I C2
■--
ini
imi■
■
SH
UT HEAD
35
7'-0"
Lit
S
■
TEP
P 0
�'
C2
FOOT[R
COTE
C2
\
0 CO
COL
1'-4"
2'-10"
2'-10.
1'-4.
3'-10"
J'-8"
1014!5"2"
9"
10'-6"
7'-6-
8'-4°
7'-6"
23'-4"
36'-B'
60,-0"
0
N
C2 M
a
N
I
a
PROJECT LOG
N
C2 M
a
N
I
a
PROJECT LOG
ISSUED FOR PRECON
12-22-16
ISSUED FOR PERMIT
01-18-17
d
v
o W
.J
m
0
°
a
m
w W
a
P m
c
x
ui =
J
J Z
�
= n
�
m J
LL
N
LL
am
o Q
J
oJ
m
z
=
O
Q
`a
O O O
o
a a c
o c
O V N O
;T
2 w
O
o
awi E E o
o
0
U C O
a� W � c
aJ L n
�
� _
c
O
O S
vi a) U
w aiE
Cl'_' O
a v
2f 0—
C)
V
aJ
i
I
c
G
oll
V
ll
/
06
V
0
*
C/)
LIJ
0
C
ii
C Q
0
CUU:7
J
2
N
OT
h.
s
r< Iy
lal
F�
W�
LL
A
W
2f
M� I
O
®
O
W
N
O
U
~
W
J
C�
1/4" = 1'-O"
U.N.O.
FOUNDATION
PLAN
FILE
RYA
W=26
PROJECT LOG
(ISSUED FOR PRECON 112-22-16
ISSUED FOR PERMIT 01-18-17
CALCULATIONS
TOTAL U/A 2284 S.F.
COVERED ENTRY 98 S.F.
COVERED LANAI 226 S.F.
GARAGE 686 S.F.
TOTAL AREA 3294 S.F.
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 8'-0" IN MASTER SHOWER AND 7'-0' IN OTHER LOCATIONS.
3. FIBERGLASS BOARD OR DUR-O=ROCK TO 8'-0' A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. @ 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 VENT
#In
DRYER VENT LOCATION
FRONT VIEW
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.
a
m
I
M
0
PC
01
11-6" T.O.B.E
mm
mro
rocd
mm
mm
ad
ai rom
mm
00
00
Oo
00
N'
^
a
17'-10" 10'-6"
15'-8"
16'-0"
15'-4"
2'-6"
6'-101/2"
3'-7 1/2*
1 1
I I
I
8'-0"
8'-0"
(2) S
I
35 1
SH
111330
I
FiB (EGR
S)(
v
w
S N
° 2880
SH 36 (TEMP) R V.
K
2880
-
WIC
AISE
1
°
c
Y2'-6V'
BLIND W/ 16' HIGH
SGL LITE
CABANA FG ABV OB W.
BUNDS
I
S'-s°
-8" o ® �1 16'y s COVERED
N
�9G%y P ABV. LANAI
■
11'-4' CLG. 1
2
80 0 BLW. 1 (ABV MAIN SLAB)
MASTER
NOOK
SUITE
1
■
v
^ PAVERS
11'-4" CLG. /
9'-4"/10'-4" CLG.
Om
BEDROOM 3
ZI 2680 12080 SGD (4 PANELS)9'-4"
CLG.
10" 3'-O" 8" 10'-2" SGL LITE W 16" HIGH FG TRANSOM A VLFLAT
)EV
ARCHKITCHEN CONVENIENCE PACKAGESPRING
■
1'� 2-10 1/2" 13'-9 1/2"
2'-0' 10'-8"
2'-0'
-8"
TOP ®8 -8 SUPER KITCHEN PACKAGE NO
®
GLASS DOORS
12'-D"
4 3 5'-6" 2'-8" 5'-6° 4" 17'-4"
I
14'-8"
I
o > MOEN
DO a¢ S AP DISP L — — — — — — — — J
0 zap GREAT ROOM FLAT ARCH
RING 8 O»
it'-4" CLG STOP
�aY
OI o o ®
a LI
o ISLAND oY w =
ED I
®
0 _ _
I I mZ I N
DELETE TANDARD BACKSPLASH
DW
o KIT 'O
o
2680 2680
BEDROOM 2 11'-4" CLG.
9'-4" CLG. I i'-4" 4" 14'-8" 3"8" 5'-8"
2/ I ■
o REF HIS o HERS;
6'-10° i'-5" 1'-5" `\
"
ti I
2'- ' 1'-4" 3'-8. 8" 5'-11' NICHE w 2680
11
6080 BP —o------- o ---------'-------- FLAT ARCH�'. -3- .. 4»2.
V_71EN'L
m aSPRING ® 9'-0"' 4" TOP ® 10'-6"•j^---: NFLAT ARCHSPRING
® 8'0.
TOP ®8'-8"
9'-8"'-8" 8" I 1 -4 3 "'
_o
a
BATH 2 V ?6 v� L.T. 3 I o RAISED
d� BACKIN ® 36" n
n I TO 84"A.F.F. v rn-I N
EN
O LINEN ¢ ®® III I ■
®
UTIL. a FOYER o
RAISED ^ z 12'-4" CLG.
OF N �Q I Ion n io 2 -� 2'-6"
I o :a- 9 1��
"
2'
8" T-0. 3'-8" I °'
IoOPT D II LOFT DINING 3 AXIS SGL LITE 3080 DR W/ MASTEp m- o ❑ '°°
"I
17-4" CLG. oJl I SIDELITE &ARCHED °
22"x54 U.I ° FG TRANSOM ABV BATH 0
GARAGE SEPARATION PULL DN STAIR ¢ ®� ® ■ ® 9'-4" CLG1
REQUIREMENTS PER W/SW. LT. J �, ® ® I
302.E a?a N OF A V, o
4" _ 4" 22 11'-0" » -6" 8" 10'-6° 4 4'-8"
N
OE BLW.
MECH N PAVERS VA ITY — — — HWR
■
E H "COVERED ®3 " AFF AR H
SPRING O ���
N I �8' 8""
■ ■■ ■ �� `��1c�� ■ ■ ■ TOP ■ ■■
1`
4663 FG ��VP E TRY ® ■
°o W 1 FG TRANSOM AB
N ■ B 4, 6. C 1 1 / " O N ■ N ■ ■
® ■ • ■
0 MIN. SOLID CORE ■ ■ ■ ■ ■ ■ (TEMP)
— — — — — — —
DOOR W/ RA3817ED ■
®
JAMB OVERSIEED ■ O
r _
�EATRERSTRIfi1N' I
AND SELF-CIOSING
HINGES
O
I
I 1 mm ri7m :m
mm mm mm mm m
cd mm o0 00 00
22'-0" 184
I I,
®
� I N ATTACH P.T. 2X8 ^
o
I
w W/ 3/16"X3" TAPC0NS 1'-8' 5'-0" V-8"
A
SMOOTH COAT ® 8" O.C. STAGGER[D. -8° 2'-0" 6'-6" 2'-0' 6'-6" 2'-0° 2'-4" 8'-4" 4'-4'
STUCCO FINISH o
EXCEPT AT DRYWALL o
I
J
ZI
®
I
HOSE
BIBB
CHASE 22'-0"
L------
® (V
■ ■ ■
■
■
■
1
■
® SH 35O
T.O.B.B.
11'-6" T.O.B.B.
V-8' 5'-0'
1'-8"
8'-4°
7'-6°
7'-6'
11'-2° 10'-6. 15'-0"
36'-8"
60'-0"
23'-4"
0
I
N
w
d 0
o m
N w � W
W
a w a < x
W
J Z m J
W LL
N
Z N v m
J
z J
o
❑ Z C
a
0 a
0
�
o
�
01
_
a
c
o
ru
L
—
0
�
Q
U
amCL
2
Lu
E=
'1
�
ra
c
N
O
Q
�
_
Q
D
O
O
G
ca
a
a�
E
E
o
'a
0
E
c
c
n
au
~
m
O
,-
c
o
O
=
cn
vi
c
a�
v"i
O
w
0
,
E
O
�
,
N
L7
Z
O
a
v
-0
a
W
h�l
•��jj
r�
fff••allrrf...�gjj �
li
2f
O
U
®I
O
CV
u
J
I—
O
¢
wec
G
U)
1/4" = 1'-0" U.N.O.
FLOOR PLAN
-26
"S" BARREL CONCRETE TILE
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 TRUSSES
6
024" 0/C TYPICAL
W/APPROVED GALV. TRUSS
ANCHORS EA. END
INSULATION
PER ENERGY CALC.
SEE PLAN/ ELEV.
RAT RUNS PER
TRUSS MANF,
1
GALV. MIL. DRIP
5/8" DRYWALL OR 1/2" "TOUGHROCK"
ON 1X2 P.T.
:r (OR EQUAL) APPLIED TO
o UNDERSIDE OF TRUSSES
FIRE STOP
2x8 PAINTED TEXTURED
SPRUCE FASCIA
CONT. 8'xf6" MASONRY BOND BEAM
CEMEN71TOUS FINISH ON METAL LATH ATTACHED
TIP. O.H. W/ 1#5 CONT. TOP & BOT -FILL W/ CONC.
W/ 7"x24' VENTS 0 6'-O" O.C.
CONT. METAL POUR STOP
0 REAR AND TWO SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
1/2" DRYWALL
1X2 P.T. FURRING 0 24" 0/C
MEDIUM TEXTURE DECORATIVE
EXTERIOR BLOCK WALL TO BE
CEMENTITOUS FINISH
OVER 8' CONC. BLOCK
R 4.1 II -FOIL BETWEEN STUDS 11 � WOOD BASE
MONO CONC, FOOTING
SEE FOUNDA77ON PLAN
F
� 0'-0" FIN. FL. SLAB OR N07ES & DETAILS
z -III- I I -I I I-�
I�I�71111IIIII A.
IIIIIII�IIIIII
TYPICAL WALL SECTION
SCALE 3/4' _
ATTIC VENT CALCULATION:
ROOF AREA CALCULATED 0 3294 (SQ.FT.) / 150 = 21.96 SQ FT REQUIRED
VENT AREA / .76 SQFT. PER VENT = 29 VENTS TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
rm
WINDOW FLASHING SHALL BE
INSTALLED IN ACCORDANCE WITH
W/ FMA / AAMA 100,
FMA / AAMA 200
OR FMA / WDMA 250
i
A +28.1 PSF
-31.9 PSF
D.P.= +29.9 PSF
J
36.3 PSF
D.P.= +319 PSF
K 34,8 PSF
(AROUND CORNER)
STUCCO BASE, TYP.
a =
FIXED
J-iu
O+33.6 PSF
-44
H -44.7 PSF
D.P.= +31.9 PSF
M 34.8 PSF
+33.PSF
-36.8 r PSF C ABV.
+30.8 PSF B BLW.
-33.4 PSF
oEl
i
(V
0+33.9 PSF
o I -36.8 PSF
i
io
Jai
l J��
D.PO-- .PSF
L -31-31.3 PSF
D.P.= +33.5 PSF
O-36.3 PSF
14'-8" T.O.G.T.
11'-6" T.O. B.B.
ll'-4" T.O.B.B.
9'-4" T.O.B.B.
KIV
1 TEXTURE
) BAND
0'-0" FIN. FL. SLAB
F -36.8 +33.PSF 9 PSF ABV STUCCO BASE, TIP. -35.3 PSF mLuwm ILAwrta
CEMENTITIOUS FINISH, TYP.
O+30 9 PSF BLW FOR WALLS -33:6 PSF FRONT ELEVATION - MEDITERRANEAN
D.P.= +33.5 PSF
O-36.3 PSF
D.P.= +31.9 PSF
D.P.=
+31.9 PSF
D.P.= +31.9 PSF
() -34.8 PSF
O-34.8
PSF
OQ -34.8 PSF
.E
12
�6
RIGHT SIDE ELEVATION - MEDITERRANEAN
12
0
D.P.= +33.5 PSF
(D-36.3 PSF
D.P.= +31.9 PSF
0-348 PSF REAR ELEVATION
(AROUND CORNER)
T.O.G.T.
l l'-6"
m
I" FIN. FL. SLAB
12'-0" T.O.B.B.
9'-4" T.0.8.B.
0'-O" FIN. FLOOR SLAB
PROJECT
LOG
ISSUED FOR PRECON
12-22-16
ISSUED FOR PERMIT
O1-18-17
W
w
d
o w
N
J
s
0
v
w
w LLI
a w
x
Lu
J
J Z
D
z
0
m J
� LL
2 rn
_ _I
p
w
❑ z
a
Od
o
o „
= 0) c
o
v acy)= a
2 c
_c Ln -0 5
2 ro
v c
fa
aaiiaj
a
O
a
'
-o w
ro '�'�
0
ai E E o
O
@ a
E d O
E
a) 0j v c 7
L)
ajU,
s a5
o w O c)
di
cn C C
E
O
p =
vi a) N O
di aj
O �
O
O Qfa
Z U ru
'U
Q) a)
-d
ER 0
0
Q
E
Qv
,..
0�
a'
"tecL
6G
u06
E
c
Lu
C_
i�
GO
p
r
O
u_
J
2
N
004
g
�
I
� w
W �
A
W
�i
2f
W ®
o
0
a
N
O
U
U
J
W
2:
U)
1/4" = 1'-0"
U.N.O.
ELEVATIONS
MW I
26P
PROJECT LOG
ISSUED FOR PRECON 12-22-16
ISSUED FOR PERMIT 01-18-17
1 BLDG COMMENTS 03-15-17
I
I
TYPICAL INSTALLATION
WINDOW ASSEMBLY
MARBLE
�TENERS AS REQUIRED
WINDOW MANUFACTURER
CAULK SEAM AT
WINDOW INSTALLA
6'-6-
*CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2014 703.8
SHER-CRETE
FLEXIBLE CONCRETE
WATER PROOF - SMOOTH
A5-200 SERIES
SHERWIN WILLIAMS MANUFACTURER
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPECS
' °'MORTAR OR
v. GROUT
e a.
1/2 'a °e SET SILL IN FULL
DRYWALL °' °'P „ "a' •� °aG' MORTAR BED AND HEAD JOINT
STUCCO OR
'P. DECORATIVE
,A < .. �CEMENTITIOUS COATING
3/4" FURRING TO ° °
• MASONRY WALL B" C.M.U.
4.
CAST-CRETE PRECAST SILL DETAIL
SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATION
6'-6"
S-0"
O+33.5 PSF
W -36.3 PSF
14'-B" T.O.G.T.
11'-6" T.O.B.B.
9'-4" T.O.B.B.
OL
O+32.4 PSF O3.PSF
-35.3 PSF -PSF
- - - - - - - - - - - - - - 0'-0" FIN. FL. SLA
LEFT SIDE ELEVATION - MEDITERRANEAN
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
A RAT RUNS PER TRUSS MAN'F,
CEMENTITOUS FINISH ATTACHED TO METAL LATH (> (MAX. 8' O.C)
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F. I PRE ENGINEERED WD. TRUSSES
(MAX. 8' O.C) @ 24" 0/C TYPICAL 2 R-19 INSULATION AT ALL VERTICAL 6
j AND HORIZONTAL THERMAL BARRIER LOCATIONS
12
6 R-19 INSULATION AT ALL VERTICAL
AND HORIZONTAL THERMAL BARRIER LOCATIONS
14'-0" T.O.G.T.
I r1
COV. EN R rI' 12'-0' T.O.B.B.
j xxx AAA 11'-4" T.O.B.B.
10'-8" T.O.B.B.
�F 111 9'-4" T.O.B.B.
'O OPENING b
TO DINING
�i ROOM r
m
®� c COUNTER
EYOND
i�
LOW WALL b
FOYER GREAT ROOM O'o L
V. PATI
LooFIN. FLOOR SLAB
+6.3 PSF D.P.= +31.9 PSF
D.P.=3
GARAGE BEYOND D. 33.PSF S 34.8 PSF
BUILDING SECTION A -A
CONC. COLUMN
WEATHER STRIPPING
BY DOOR MANE.
GARAGE DOOR
GALV. STL. VERT. TRACK
BY MANE. FASTENED TO
BRACKETS W/
�TRACK
1/4"-2Ox1/2" CARRIAGE
BOLTS & LOCK NUTS
GALV. STL. TRACK
BRACKETS FASTENED
TO WOOD JAMB W/
3/16"xl-1/4' LAG SCREWS
2x8 P.T. ATTACHED TO
�ANUS METHOD OF
COLUMN W/ 5/8' WEDGE
TTACHMENT SHALL
ANCHORS ®2'-0" 0/C VERT.
RECOMPLVAIL EEN NSIRUC arS SE
16" 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.
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3/16'TAPCON SCREWS
0 12 0/s. MIN. 1-1/4" EI
PERIMETEF SEALANT
C� STUCCO FINISH
CONC. OR MASONRY
1x2 MIN. P.T. BUCK SET IN
SEALANT 1ND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 12 O/C.
MAX.
DRYWALL BOARD
CAULKING
JAMB DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
1x2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
1-1/2" CASE HARDENED CO
NAILS AT 12" 0/C. MAX.
CONC. OR MASONRY
DRYWALL BOARD
CAULKING
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3/16" TAPCON SCREWS
0 12 0/C. MIN. 1-1/4" El
ERIMETER SEALANT
STUCCO FINISH
HEAD DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
ALUMINUM FRAME
SECURE FRAME TO SILL
WITH SILICONE
-� 00
0 00 Q o..
o ' : Ob. 0T
PRECAST OR POURED
SILL W/ 1 #5 BAR
PERIMETER SEALANT
SILL DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FOC 1707.4.4.2
STUCCO FINISH
CONC. OR MASONRY
PERIMETER SEALANT
CONC. OR MASONRY
2x6 P.T. BUCK RIPPED
TO WIDTH OF DOOR JAM
1x6 P.T. BUCK SET IN
SET IN SEALANT FASTEN
SEALANT AND NAILED
W/ 1/4' DIA. x 3-1/4"
W/1-1/2" CASE HARDENET
TAPCONS 3' FROM E.E.
O°
COIL NAILS AT 12" 0/C.
floo o
AND 6" 0/C MAX
000 4F
MAX.
o
DOOR TRIM
DRYWALL BOARD
DOOR FRAME
CAULKING
FASTEN TO BUCK W/
(2) 16 GALV. x 2'
41—
DOOR FRAME
SCREWS ® 2'-0' 0/C
FASTEN TO BUCK W/
DOOR TRIM
CON
SCREWS 2'-0" O/C
PERIMETER SEALANT
JAMB/HEAD DETAIL (S.G.D.)
STUCCO FINISH
HEAD/JAMB DETAIL (DOOR)
DOCR THRESHOLD SET
OOR FRAME FASTEN
IN BED OF CAULK &
FASTENED TO SILL W/
TO BUCK W/(2) 3/16"x
2-1/2" TAPCON
#8 ;; 1 1/2' SCREWS
SCREWS 0 2'-0" O/C
® 18" O/C
/-FLOOR COVERING
TER
,/FLO RECOVERINGANT
Oo oP
. oO O.. .
GROUT BED
CONCRETE SLAB
SILL DETAIL (S.G.D.)
pot 0
CONC. FLOOR SLAB
PERIMETER SEALANT
STUCCO FINISH
SILL DETAIL (DOOR)
W
O W
M
O
V
J
o
❑1 W
a
m N
d
>
v
Z)
�
J
J z
m
J
>
O 0)
Q
Q
a J
C
N
z Q
z`o
Od
0
�a
:���
o
�
Qa_
o5
0
U
aJ
tZ
s
a
Ln
aJ
ro
E
o
co
-�
n
_
CU
of
O=
N
.—
c
>-
'o
O
f6
C
C'J
�,
-6
'p
@
u�
a
E
O
a
O
1
O
O
N
c
a
8
cD
aJ
E
E
;=
o
-0o
.2
E
v
o
-c3
fl
U
N
0
C
O
u
E
ch
a)
c
o
0
cn
V3
(u
,moo-
'a
O_
di
I—
E
O
0
O
Q
a
W Z
Z
TA_^^
yrvy,L
LL_
W
2f
I
w
O
"
O
all
o
W
0
J
H
w
1
Ln
1/4" = V-D" U.N.0.
SECTIONS
ELEVATIONS
A-4
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 gt�
4'-0"
CONT. MASONRY BOND BEAM
CONT POUR STOP
8" CMU WALL
1
A5 CONNECTION DETAIL
ENG. AND APPROVED WOOD TRUSS'S SEE
TiP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
- FSEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS
INSTALL PER. MFR. SPECIFICATIONS
W
7E. IF TWO STRAPS ARE USED
ACE ONE STRAP EACH SIDE.
CONT. MASONRY BOND BEAM
8" CMU WALL
2
A5 CONNECTION DETAIL
USP KCCQ44 OR
SIMPSON CCQ44sds25
FASTEN PER MAN'F. SPECS
56801 MAX.
WOOD POST
SEE FRAMING PLAN
(6) 1/4"x2-1/2' LG.
SDS SCREWS TO POST
SIMPSON HOU5
HOLD DOWN 56451 MAX.
(1) 5/8' DiA.
WEDGE ANCHOR
4' MIN. EMBED.
A5 CONNECTION DETAIL
NAIL SILL PLATE THROUGH
TO CROSS BLOCK W12-i6d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS ® 24' 0/C
W/ 19/32" EXT. SHEATHING
TOE NAIL TRUSS TO CAP
W/3-16d NAILS
PRE-ENG. WOOD TRUSSES
\
SEE TYP. WALL SEC77ONS
ACTUAL HEEL AND
OVERHANG COND17IONS
77E BEAM OR BOND BEAM
I CONT, 2x4 RIBBON W/ 3-16d
2x4 CROSS NAILS EA. STUD
BLOCK 0 24"
O/C TYP. TOE
NAIL EA. END
W/(3) i6d
NAILS
TYPICAL TRUSS
A5 CONNECTION DETAIL
ALLOWABLE LOAD 1061 f1TRUSS UPLIFT
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER
FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
(1) 5/8' ANCHOR
INTO BEAM W/
5" MIN. EMBED.
SET IN EPDXY
PRE-ENGINEERED WOOD
ROOF TRUSS 0 24" 0/C
SIMPSON MGT W/ 22-10d
NAILS INTO TRUSS
CONC. TIE BEAM OR
MASONRY BOND BEAM
MAX. UPLIFT = 3965#
4CONNECTION DETAIL
NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR
DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
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 BOND BEAM
HD TO MASONRY
WALL PER MANUR
SPECS MAX. UPLIFT (1) FGTR = 5000#
(2) FGTR MAY BE ADDED TO ACHIEVE
4 DESIRED UPLIFT = 9400# MAX.
A5 CONNECTION DETAIL
F - FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
F F BOTTOM OF LINTEL CAVITY
8F1�-1 B/1 T
NOMINAL HEIGHT
QUANTITY OF #5
NOMINAL WIDTH REBAR AT TOP
F•
TYP. • WALLS BU8 8F16-08/1T
PLAN
BOX -OUT DETAIL
A5 SCALE: 1 4 :;--1 -0
i12" DRYWALL OVER
TYPICAL FURRING
EXTRA LAYER OF 1/2"
DRYWALL SURRONDING
FRAME ARCH
TYPICAL FURRING -�
APPLIED TO SHEATHING
19/32 PLYWOOD ARCH r
SECTION
b
CONNECTION DETAIL
CONT 2x4 VERT. 0 2'-0" 0/C
NAIL TO TRUSS W/ (3) 16d NAILS
19/32 EXT. PLYWD. SHEATHING
I - NAIL PER DIAPHARCM SCHEDULE
CONT 2x4 HORIZ. NAIL TO VERT.
W/ (3) i6d NAILS.
VIEW iX4 BLOCKS ALONG ARCH
NAIL TO PLYWD. EACH END
W/(3) 10d x 1-1/2" COIL NAILS
SECTION VIEW
(w)CONNECTION DETAIL
NAIL SILL PLATE THROUGH
TO CROSS BLOCK W/2-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS 0 24" 0/C
W/ 19/32" EXT. SHEATHING
TOE NAIL TRUSS TO CAP
W/3-i4NAILSPRE-ENG. WOOD TRUSSES
SEE TYP. WALL SEC71ONS
ACTUAL HEEL AND
OVERHANG CON0177ONS
USP RT22 STRAP. FASTEN TRUSS
TO DBL. TOP PL. W/ (7-10d)
NAILS EA. SIDE
STRAP DBL. TOP PLATE TO STUDS
W/ "USP" SPTH4, 6, OR 8 "U"
STRAP OVER TOP PLATE AND DOWN
EACH SIDE W/(6-10d) NAILS TYPICI
2x6 STUDS 0 16" 0/C
STRAP BOTTOM PLATE TO STUDS
W/ "USP" SPTH4, 6, OR 8 "U" SiR,
UNDER BOTTOM PLATE AND UP
EACH SIDE W/(6-1Od) NAILS (Tip)
20 CROSS
BLOCK 0 24'
5/8" WEDGE ANCHORS 0 24" 0/C
O/C TYP. TOE
1#1370"014" STEEL WASHERS
NAIL EA. END
EMBED (4) MIN.
i6d
NAILS
NAILS
TIE BEAM OR BOND BEAM
TYPICAL TRUSS
CONT. 2x4 RIBBON W/ 3-i6d
NAILS EA. STUD
PA5 CONNECTION DETAIL
ALLOWABLE LOAD 1061 #/TRUSS UPLIFT
n a
�6 a
�w
U S
aQ
in o
7-5 8" ACTUAL
'13" NOMINAL HEIG
a
8F16-18/1T 8F24-GB/iT
PRE-ENG WD. TRUSSES 0 24"
(SEE CONNECTION SCHEL
19/32' EXT. GRADE PLYWD. NAILED
0 6" 0/C AT PANEL EDGES & 12' O/C
FOR THE REMAINING FIELD W/ 10d NAILS
2x8 VERTICAL. NAILED TO ROOF TRUSS W/
(3)10d NAILS, NOTCHED AND TOENAILED W/
(3) 10d NAILS TO PLYWOOD ON BLOCK WALL.
(3)1/2'x6' PCS. EXTERIOR PLYWOOD
CUT TO CONTOUR OF ARCH, SHOT TO
WALL W/ 3' PINS ® 12" 0/C (1 1/4' EMBED)
aluly
REBAR AT TOP
(1) REQ'D
/2" CLEAR
C.M.U.
GROUT
#5 REBAR REINFORCING
PROVIDED IN LINTEL (VARIES)
h,
8F24-lB/1T
8F30-lB/1T
OE-rTI/1N1
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/ HIL71 DNI-62-P8 ® 8' 0/C MAX.
2X6 P.T. CROSS BLOCK REQUIRED ONLY IF
FREE EDGE DIMENSION EXCEEDS 24"
SEE DIMENSION. NAIL TO BUCK AT EACH
END W/ (4) 16d NAILS.
EDGE OF MASONRY OPENING
19/32 EXTERIOR SHEATHING
W/PAPERBACKED HI RIB METAL LATH
2X4 PT BLOCKS ALONG ARCH
NAIL TO PLYWD. EACH END
W/(3) 10d x i-i12" COIL NAILS
Y —w
iuoui
6183
104
8RF38/1B1T
16
10'-6"
1533
250
914
100
8F16/1BiT
17
3'-6'
6113
408
3547
133
8F16/1B1T
18
7'-6"
2661
771
1634
306
SF16/161T
19
10127
400
4924
177
8F54/161T
20
5-10"
1113
0
655
0
8RF6/1BOT
21
5'-10"
8 225
462
1880
220
8F32/1
22
3'-0"
11809
376
7636
0
BF/BiT
23
6'-6"
10394
1123
3498
412
28/1BiT
PROJECT LOG
ISSUED FOR PRECON 12-22-16
ISSUED FOR PERMIT 01-18-17
F
ICL
m
co
0
m
o
J
b
m
W
W
a
m
c
J
W
z
0
m
lJl
>o
m
J
a
J
r
-
z
o
Q
d
Z
0
Oa
o 6 o
c
7 flcc--n a o E
M :3V •En U) Q O
To
a E •N o
0 o c
3 w
aJ '>.-
d w
- -o
o ra cco
M=0-
aJ E E o m
E 2a
O 4J N u)
> aJ O u H E
O L } O
U) v C O 2
cn aJ N -ate— O
1— -0E V o U =
Z o-
,� c� `a
aJ aJ
-o 0-
W 4
W
W
LL-
A
O
Q
U
UJ
N
o
U
J
~
W
1
2:
(
1/4" = P-O" U.N.O.
STRUCTURAL
PLAN
W=26
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
a: EDGE STRIP DEFINED AS THE LESSER OF 10%
OF LEAST HORIZONTAL DIMENSION OF BUILDING
OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.
O
O
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF ZONE
NAILING REQUIREMENTS.
O
ROOF ZONE DIAGRAM
USP RT16F RAPIER TIE
W/(6) 10d NAILS EACH MEMBER
GIRDER TRUSS
USP TA16 TRUSS ANCHOR
OR EQUIVALENT W/ 9 10d NAILS
ONE STRAP EACH SIDE EA. GT
MASONRY COLUMN
W/ CONC. CAP
• MUST PROVIDE 8" MIN. SPACING BETWEEN EA. PAIR OF STRAPS
MAX. CAPACITY = 4750()
A6 CONNECTION DETAIL
GIRDER TRUSS
USP PA28 TRUSS ANCHOR OR
W/ (15)-16d NAILS (2775# Uf
CONCRETE OR MASONRY
BEAM TYPICAL
2
A6 CONNECTION DETAIL
USP RT16F RAFTER TIE
W/(6) 10d NAILS EACH MEMBER
GIRDER TRUSS
USP TA16 TRUSS ANCHOR
OR EQUIVALENT W/ 9 10d NAILS
ONE STRAP EACH SIDE
EACH GIRDER
MASONRY COLUMN
W/ CONIC. CAP
f MUST PROVIDE B" MIN. SPACING BETWEEN STRAPS
3
A6 CONNECTION DETAIL
243 LBS,
TC-1
3274 LBS. MAX
SEE DETAIL 3/A5
1094 LBS. E.E.
TC-2
813 LBS. MAX.
TC-1
WALL HEIGHT CHANGE WALL HEIGHT CHANGE
Lfi 1q. M N ^
1100 LBS. MAX.
TC-2
C lw
w
Li
Li
w
w
Li
X
JG
X
r
1088 LBS. MAX.
TC-2 Qjv
m
m
J
J
m
N
O
m
1,-
O
LC7
V M N O W 00
1"
q
N
732 LBS. MAX.
~ TC-1
WALL HEIGHT CHANGE ALL HEIGHT CHANGE
co N 0
A 243 LBS. E.E.
TC-1 0 48" O/C
5
5T
5T
5T
5T
5T
5T
5T
5
5
5
5
i
i
i
i
i-
i
2825 LBS. E.E.
SEE DETAIL 3/A5
9'-4" PLATE HT.
11'-6" PLATE HT.
11'-4" PLATE HT.
12'-0" PLATE HT.2110►' 010%
14' -0" PLATE HT.
KNEEWALL BY BLUR. TOP @
14'-8", BTM. @ 9'-4"
HARDWARE:
=HUS26 HANGERS (QTY. 16)
=HTU210 HANGERS (QTY. 1)
=U24 HANGERS (QTY.4)
Indicates
Left
End Of
Truss
On Layout
& Engineering
Sheets
RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS:
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE 1
I E 2
ZONE 3
FRAMING
BOUNDARIES
EDGE
I INTER.
I EDGE
INTER.
EDGE
INTER.
SPACING
REMARKS
24" 0/C
MAX.
8d RING-
SHANK
6" O C
8d RING-
SHANK
6" O C
8d RING-
SHANK
6' O C
8d RING-
SHANK
6" O C
8d RING-
SHANK
6" O C
8d RING-
SHANK
4" O C
8d RING-
SHANK
4" O C
BLOCKED AS
SHOWN ON PLAN
16" 0/C
MAX.
8d RING-
SHANK
4' 0 C
8d RING-
SHANK
4" 0 C
8d RING-
SHANK
6' 0 C
NAIL CORNER STUDS
AT 4" 0/C MAX TYPICAL
BLOCK FREE EDGES
8d RING-
8d RING-
8d RING-
16" 0/C
MAX.
SHANK
6" O C
SHANK
1 6" 0 C
SHANK
12' O C
I
I
BLOCK FREE
EDGES
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
ALLOWABLE UPLIFT
PARALLEL LOAD (172)
PERPEND. LOAD (Fi)
MARK
USP
CONNECTOR
TRUSS
TIE -BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
5 10d x 1-1 2'
-
990 1
1980 1
335 if
670 1
245
490
TC-2
TA14
(7) 101 x 1-112'
-
1205 #
2410
335 1
670
245 ,¢
490
TC-3
HTWM16
8 1Od x 1-1 2'
4 1 4" x 1-3 4' WAR
1225 1
1225 1
1225
-
TC-4
HTA16
(9) 10d x 1-112'
-
18770
2430 #
710 #
lilof
270#
12151
TC-5
HTW20
20 10d x 1-i 2'
24 lOd x 1-1 2'
15 3p
-
-
-
-
_
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVjNF3D�lAILS OR
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. /
PROJECT LOG
ISSUED FOR PRECON
12-22-16
ISSUED FOR PERMIT
01-18-17
uj
M
�o m
8 w a
J M
ui LLB
�
J
J Z m J
LL
0 0 >>
z J
° Z0
0 a
Q
--
O o
c m fo
a�
lei =a c a —
•
N O V N Z w
�O E .`—" O cn .fl
_
iCDrn
O
(a)D o
a
Q@ c-O
vi co c
a C� C3
O o N
Vo aci E E o m o
JJ E
V E d 41 N
cd O N
> v V
O E
LN C N O O =
vi N ,Uj, O
f -u V V =
O �w �C7
Z O ru L tJ O
OJ Q1
Q
F_
4
0 L
0
Ick z.
0
w
,o
��E V.
O J
LO
0,4
t 11;
may�j/
1LH W
W �
A
can
L.L.
W W
�
I� poll
W
®
O
UJ
u
J
O
Lu
1/4" = 1'-0" U.N.O.
TRUSS PLAN
I
I
_6
W=26
PROJECT LOG
(ISSUED FOR PRECON 12-22-16
ISSUED FOR PERMIT 01-18-17
*NOTE*
— ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECO
— ALL SWITCHES TO BE DECO
7ALLDWELUNG
PROVIDE ARC
FAULT INTERRUPTER PROTECTION
FOUNIT BEDROOMRE. (PER NEC 210-12)
NOTE:
EDGE OF SWITCHES TO
BE LOCATED NO LESS
THAN 4 INCHES FROM EDGE
OF ROUGH OPENINGS
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
RANGE
2
40
8
0
0
2
2
40
8
15.2
0
2
DRYER
2
30
10
5.0
0
2
WATER HEATER
2
25
10
4.5
0
1
WASHER
MICROWAVE
DISHWASHER
REFRIGERATOR
1
20
12
1.5
0
1
1
20
12
1.5
0
1
1
20
12
1.2
0
1
1
20
12
1.2
0
3
SMALL APPLIANCE
BATH GFI
GEN. LIGHTING
1
20
12
4.5
0
1
1
20
12
1.5
0
14
1
15
14
4.8
0
40.9
9.6
1st 10,000
at
100% =
10.00
REMAINDER
AT
40% =
12.36
A/C LOAD
AT
65% =
6.24
TOTAL = 28.6
NOTE: ACCEPTABLE SMOKE & CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE-9120B
C/O-SC9120B
KIDDE SMOKE-21007581
C/O 21006377-N
28.6 x 1.000/240 = 119 AMPS
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULA7ED 0 2284 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 6852 / 14 (GEN.LTG.CIR.) = 489 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC, EALC S. ONLY.
GARAGE CEILING
(4) 2x4 METAL STUD
FLOOR RO CEILING
PHC
II
GARAGE FLOOR
ELECT. PANEL / CHASE
W
m
�
0
�
m
o
LIJ
J
s
ui
t
W
a
>
v
W
Z)
v
M
LL
J
l
O
J
L
W
J
W
LL
Z
N
d
0
_
m
Q
z
J
0
Q
p
Z
m
L
Oa
0
tip p
O
2 c
p 'uj
O
N
W f6 C
QJ
Lm
n
O �
a� E E o �o
E T O a a U
L .5 <n
c
o w ~ o
L
O a }. " C O =
vi N vO O
H- E V V
OO in <n
� V a L Vai
� a
cn .-
- (1) SETS OF (3) J4/0 AWG. THWN
IN 2" CONDUIT
r l
V
W
W �
�J
�A
V1
H�
LL
'LEMENTAL
GROUND ROD
SING BAR IN
(—
z
9" LONG MIN.
a I
0
o
W0
-R DIAGRAM
�
Lu
CV
Lu
m:
Lin
1/4" = V-0"
U.N.0,
ELECTRICAL
PLAN
E-1
W - 269
I� s
x
i
V0 C
Avalon
F
0-atbana 8 x 8
- - -��- t l:k//'l
I
8x.g 10x10
No36 cfm
4 �� 1 %7 9 ft ���.v" ���`� rr� 8 " 11.8 ft
12 X 12
- 10, 11,2 ft
- --- 12 x 12
cfm
8.3 t
�z Kitchen
8 x 10 x 1 IIII��AI������%II��p����I�oe Great R ,,
s
cfrTi
108 Cfn 1
�R 3
�1C' 14.4�f, a
�
i8.0 ft 30 x 18
10 X 10
sfm 125 Cfm 12 9.0 ft
10 - -�
' 't i �a' 10.7 ft z
4".4:6ft
Hall
4",50ft6 x 6 I
s ,8 CfM
F ` 6 .,.�
v kr
T
48 Cf'n / SS I/ "i { 6 , 2,ft 16 ", 19.2 ft
Utility
71,
li
F
Job #: Avalon Lot 269
Performed by Skyetec for:
GHO Homes
3100 Bent Pine Drive
Ft. Pierce, FL 34951
Dining
6 x 6
22 cf
x6
Schedule
OExhaust
Fan
ORange
Vent
OD
Dryer Vent
Rheem Equipment ARI 7942888
AHU II 3.5 Ton 16 SEER RH1T48
Cond II 3.5 Ton 16 SEER RA1642
4 ", 10.7 ft
6 x 6
21 drn
Scale- 1 : 121
Page 1
Right -Suite® Universal 2017
17.0.04 RS000269
2017-Jan-16 15.44.55
...\Skytec\Avalon Lot 269 GL NW.rup
PROJECT LOG
ISSUED FOR PRECON
12-22-16
ISSUED FOR PERMIT
01-18-17
uj
LLJ
_1
w w
d
a
> v m
M
W 5
J Z
J
W
z
y LL
M
p J
m
LL N
C d m
'a
J 0
J
N
g Q
Z
0
O
=
a
Q
o
=o
�
Q�
Q
27E
U
a�
E
.
o
o
(D
v
'O O
-8
�
E Q c3 O M
E E
o ry a
$ E (2 O
N > CO
a U
E
=3 C 2
u
C O =
v w V
o �
O
V o
�
Z O o s
u
CL
�
-
5
s
Z
L
0
N
i
r E
0 0
-�
0 U
U
c
"
100
LU
c QO
PAN
Ln
0
t
W �
A
W W
F'f"'I Mai
J
V—
W ®�
0
0
Uj
FF��11
i �
R
0
J
0
O
LU
G
L
V
1/4" = 1'-0"
U.N.O.
MECHANICAL
MW =
269
N *
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
FSTALLEDPRIOR TO INSTALLING
EAST CAOST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
USSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
FENGINEERING TRUSS DRAWINGS.
an, n"
51411 12' 6" 6' 10 1 /2" 3' 7 1 /2" 2' 6" 13' 2" 10' 8" 5' 4!!
WALL HEIGHT CHANGE
WALL HEIGHT CHANGE
WALL HEIGHT CHANGE
ALL HEIGHT CHANGE
0
Ln 't M N r O
O 00 r-
to L0
It
M N r O O OD ti
r rQ r O 00
(0 Ln V CM N
O O OO
OQ
r
O
QO
Q
Q
-EJ5
EJ5A
as
,�y .;Irt
vytl
�I
-EJ5
EJ5
9-4
I
CLG.
O
-
NISH F
MIN
M
STER EED
9'-4'
CLG.
—
OFFER
B—D
I
FIELD
—�
-EJ5
I
^EJ5T
I
-EJ5
LU
•
EJ5T
I
r
11'4'
CLG.
�.-"
K
t
t!
101 8!!
-
-EJ5
I
b
r
z
sic.
EJ5T
iv
11
,4" C
G.
0'.=4:
CLG..
U3
1' 4 1
2"'
EJ5
►—
ll.
t.
EJ5T
r
C
61
j
--4
—
9' -4" PLATE HT.
lCI rF TI i.1 B EP
E,
[I :f4� fi'F. hltClf, l�L� D. FT. PILEC'E FL, :3t946
FIVE: I (("_')4(; i-" 4 0 Fat: 117721466 5:336
Ct.ISTC' MFR:GI-10 IJomPc
.JOB NAME' Turmelle Residence
ADORESS:Lot 269 Meadow Wood
CITY/COUNTY:Ft. Pierce / St. Lucie
,J()R #t J32975
,Jr' R tt
MOL�EL_:Avalon Mediterranean
GARAGE
SO FT 3314
DATE 01/13/17 -
IGI5S3 1.003 (3) () EAST COAST TRDSS is the
"Tn s De , EVEmeer"
'C �65LY.,C dP ! d C fsn CC riM, 1b<
TWM Rmlding Code
By approving this placement plen(s),
11'1atured anywhere on this sheet, the custorer
his representitive acknowledges that this
icement plan complies with the structural intent
the project.
The customer also acknowledges that. this
Iproval authorizes EAST COAST TRUSS to
anufacture these trusses and deliver them to
e project indicated on this drawing.
The customer also acknowledges that he/she
:<;epts financial responsibility for any repair,
Igineering, and labor required due to errors
her than those of EAST COAST TRUSS.
igned:
ODE = FBC 2014/1 P12007 ASCE 7-10
ESIGN CRITERIA =MWFRS
CCUPANCY CATEGORY= II
XPOSURE = C
WF SPEED =160
UIL.DING TYPE =ENCLOSED
EAN HEIGHT: 16
FLOOR: DUR FACTOR=1.0
PSF=TCLL, TCDL-BCLI_-BCDL
40.0,20.0,0.015.0
ROOF: DUR FACTOR= 1.25
PSF-TOLL-TCDL-BCI_I--BCDL
20.071 5.0,10.0*,10.0
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE ILL 20 psf
MWF = MAIN WIND FORCE
CAA = COMPONFNTS AND CLADDING
TOB = TOP OF BEARING
TG = TOP CHORD
BIG = BOTTOM CHORD
L I_ = LIVE LOAD
1:)I_ = DEAL_) LOAD
psf = POUNDS PER SQUARE FOOL'
# = POI_INDS
I.INI_ESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
RY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
,W 6 STRON7 RACR/ UING, -0 U.C.,
RECOMMENDED ON FLOOR TRUSSES �^t
SPANNING 20'-0" OR MORE Fes,
O : SPANS( Pt_ _l 30-0 �0
UST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST '1/2
3 IN LENGTH AS THE SPAN OF THE TRUSS
FING SET.
FFER TO BCI-131 FOR COMPLETE
RECTION AND SAFETY PROCEDURES.
AL.L B E/1MS f Y.� 9UILDOER-
0 . 0 N71_
SUPPORT ANY PLANT SHELVES ter'
CONCE3IEC F4STENERS OR ATTACANENTS
ARC -WE RESMOKSIg� Of 1K
CONTRACTOR OPREC016
TILE COPY
Plotted 24x:M) .
all