HomeMy WebLinkAboutBuilding PlansPROJECT LO
ISSUED FOR PRECON
ISSUED FOR PERMIT
G
02.2
03.1
GENERAL NOTES
MASONRY NOTES PLAN NOTESFRAMING NOTES ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST
1 THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE HOWEVER THE
1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION.
LINTELS AS NECESSARY. (Fm = 1500 PSI)
1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR B-0 O/C
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE.
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
SHALL LOCATED METER & PANELS AS REQUIRED.
OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP
R3 OCCUPANCY PER
THESE PLANS WERE
PREPARED
2. MORTAR TYPE M PER ASTM C 270-92.
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2, TYPE
2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
FLORIDA BUILDING CODE.
3. CELLS, LINTELS 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
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
USING
THE 2017 FLORIDA
BUILDING
CODE 6th EDITION
GRAVEL CONCRETE.
LESS 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
COUNTY AND ALL APPUCABLE AMENDMENTS.
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AAPACITY.
4. REINFORCING:
ACCORDINGLY. _
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
VERTICAL:
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" WIDE, AND MIN. NET
3. FINAL AND TRUSSDESIGNMUSTB SUBMITTEDTHIS
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE
TRU SLDEENGINEERED
OFFICE FORSIGNED
EVIE ERS CONNECTIONS ART OF
5. COORDINATE RACEWAY INSTALLATIONS N1TH OTHER .TRADES PRIOR TO CONSTRUCTION.
S. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. -
THE DESIGN.
SHALL DISPLAY LABELS SHOWING COMPUANCE
WITH THE REM CHAPTER 13 ENERGY
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
EFFICIENCY SECTION.
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITIi SECTION 241E
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
SPECIFICATIONS.
6. REGISTERED BAITING SYSTEM FOR TERMITE
TREATMENT TO BE INSTALLED AND MONITERED BY
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
ADJACENT CELL TO THE VERTICAL WALL REINFORCING
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
R OF
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDACOREGISTEREDSFOARCHITECTS
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.
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F,B.C.
2017 -
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 OF 'TRUSS 'SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECTS AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
B. 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.
ABBREVIATIONS
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.
EXT.
EXTERIOR
M.C.
MEDICINE CABINET
SMS
SHEET METAL'(SCREWS
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
TRANSFER GRILLES
NOTIFY THE ARCHITECT 1N WRITING OF THE SPECIFIC AREAS OF CONCERN.
ABV ABOVE
AFF ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
SE
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 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.
AHU AIR HANDLER UNIT
F.R.
FIRE RATED
MAX.
MAXIMUM
SIN
SWITCH
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
B.F. BI FOLD
FIR
FRENCH DOOR
MFR.
MANUFACTURER
TEMP.
TEMPERED.
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
B.P. BI PASS
BLK. BLOCK
FIN.
FIN
FINISHED
FLOOR
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
BLW. BELOW
G.T.
GIRDER TRUSS
MIN.
M.O.
MINIMUM
MASONRY OPENING
T.O.
T.O.B.B.
THROUGH OUT
TOP OF MASONRY BOND BEAM
HORIZONTAL
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
BRG. BEARING
GA.
GAUGE
BTM. BOTTOM
GALV.
GFI
GALVANIZED
GROUND FAULT INTERRUPT
MONO.
MTL
MONOUTHIC
METAL
LO.PL.
LO.T.B.
TOP OF WOOD PLATE
TOP OF TIE CAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE LINTEL MARK "L• TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
( )
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION
12. PROVIDE PRE- AIRED T.V. CUTLETS FOR CABLE AS SHOWN ON PLANS.
CLG. CEILING
NOTED
CAL CONCRETE MASONRY UNITS
GL..
GLASS
GYPSUM WALLBOARD
O.H.D.
0/C
OVER HEAD DOOR
ON CENTER
TYP.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL:
"BB')
MANUAL" AS PUBUSHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6DUPLEX RECEPTACLES.
COL. COLUMN
GWB
2 ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND
CONC. CONCRETE
GYP. BD:
GYPSUM WALLBOARD
P.L.F.
.POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
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.
B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
CSMT. CASEMENT
HOT.
HEIGHT
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
W.A.
VERIFY IN FIELD
WEDGE ANCHORS
BUILDING CODE REQUIREMENTS FOR MASONRRU TURFS. ES THE
4ON
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
PER
C
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a).
DBL DOUBLE
HIPS.
Hoops
HOUR
P.S.I.
POUNDS PER SQUARE INCH
W/
WITH
-AND
COMMENTARY ON BUILDING CODE REQUIREMENTS MASONRY STRUCTURES.
COMMENTARY BUILDING
a
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED B i0 FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS CODE.
DIA. DIAMETER
DISP. DISPOSAL
HR
HS
HORIZONTAL SLIDING
P.T.
PART"N.
PRESSURE TREATED
PARTITION
WC
WATER CLOSET
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGINGUSED
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8:
DP DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
pKT.
POCKET
WD.
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WETH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602-
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
DR. DOOR
DW DISH WASHER
INS.
TNT.
INSULATION
(INTERIOR
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
E.E. EACH END
LG.
(LONG
S.C.
SOUD 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 SIMULTANEOUSLY.
ELEC. ELECTRICAL
LIN.
(LINEN
S.G.D.
SLIDING GLASS DOOR
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL.
17. PREWIRE FOR GARAGE DOOR ONENER SENSOR.
ELEV. ELEVATION
LT.
IUGHT
SF
SQUARE FOOT
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S. UNLESS OTHERWISE
E.S. EACH SIDE
LT.
(LAUNDRY TUB
SH
SINGLE HUNG
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS).
18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12, REQUIRED FOR ALL 120-VOLT,
LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
'SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
-
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: VERHEAD DOORS, SLIDING DOORS, FIXEDGLASS, 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-9174.10 R12 9100 OHD 16080 WAYNE DALTON N/A W/.j-1/4" 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 -34.8 PSF
:B
FL 17499.1
(2) SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +29.9 PSF
+55.0 PSF -55.0 PSF
FL 15349.5
W/ F.G. ABV
O 10- O/C MAX SPACING & 2" FROM EDGE
-32.7 PSF
C
FL 174991
SH 15
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
FL 15349.5
W/ F.G. ABV.
0 10" O/C MAX SPACING & 2" FROM EDGE
-36.3 PSF
D
FL-20468.5
AISED PANEL 3091
THERMA TRU
N/A
1/4': TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -60.0 PSF
DR W/ SIDEUTE
4" & 14.5" O/C MAX. SPACING.
-34.8 PSF
E
FL 15349.5
4625 ARCHED FO
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+50.0 PSF -50.0 PSF
EQUAL SPACING & 3• FROM EDGE
-36.3 PSF
F
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16• TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 1 V O/C MAX. SPACING & 2' FROM EDGE
-34.8 PSF
G
FL 15349.5
51020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4'. MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3" FROM EDGE-44.8
PSF
H
` 'FL 17499.1
SH H33
MI WINDOWS & DRS'
SGL IMPACT
3/16• TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55,0 PSF
0 10. O/C MAX SPACING & 2" FROM EDGE
-36.3 PSF
I
FL 17499.1
(2) SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +29.9 PSF
+55.0 PSF 55.0 PSF
0 10" O/C MAX SPACING & 2• FROM EDGE
-36.3 PSF
J
FL-20468.4
<2880 DR
THERMA TRU
N/A
1/4- TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
RAISED PANEL
4' & 1&5' O/C MAX. SPACING
-41.7 PSF
K
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL-IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.=,+28.5 PSF
+55.0 PSF -55.0 PSF
0 12" O/C MAX. SPACING
-31.3 PSF
L
FL 15349.5
12014 TRANSOM
MI WINDOWS & DRS
'SGLMMPACT
-' 3/16' TAPOONS W/ 1-1/4" MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3• FROM EDGE
-34.8 PSF
M
FL-20468.10
2680 OR
THERMA TRU
SGL IMPACT
1/4' TAPCONS W/ 1-1/4' MIN, EMBED CORNERS 0
D.P=.+31.9 PSF
+50.0 PSF -50.0 PSF
SGL LITE
4' & 16.5" 0/C MAX SPACING.
-34.8 PSF
N
FL 17499.1
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10. O/C MAX. SPACING & 2- FROM EDGE
-34.8 PSF
0
FL 15349.5
3214 TRANSOM
MI WINDOWS & DRS
SOL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
P
FL 17499.1
SH 36
MI WINDOWS & DRS
SGL IMPACT
3/16• TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0. PSF -55.0 PSF
0 10' O/C MAX. SPACING & 2" FROM EDGE
-34.8 PSF
0
FL 15349.5
4614 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3" FROM EDGE
-36.3 PSF
R
FL-20468.4
2880 DR
THERMA TRU
N/A
1/4' TAPOONS W/ 1-1/4• MIN. EMBED CORNERS O
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
RAISED PANEL
1
4" & Me O/C MAX SPACING.
-41.7 PSF
-
S
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
D.P.=. +33.5 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2" FROM EDGE
-36.3 PSF
T
FL 17499_1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16• TAPDONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+5&0 PSF -55.0 PSF
0 10. 6/C MAX SPACING & 2' FROM EDGE
-34.8 PSF
U
FL 17499.1
SH 35
Mi WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4- MIN EMBED
D.P.- +31.9 PSF
+55.0 PSF -55.0 PSF
0 10. O/C MAX SPACING & 2' FROM EDGE
-34.8 PSF
V
FL 17499.1
SH 23
MI WINDOWS & DRS
SGL IMPACT
3/16• TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
- 0 1D" O/C MAX SPACING & 2" FROM EDGE
-36.3 PSF
W
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2' FROM EDGE
-34.8 PSF
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
PRODUCT
MODEL #
MANUF.
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
.MAX 104HORIZ.
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
1 53.4
FL 1 5 53.
MAX. 83" VERT.
ROOFING
NOA NO. 18-0829.05
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
N/A
MEMBRANE: 30/ FELT
N/A
N/A
UNDERLAYMENT
ASTM D-226 S30 FELT
BUTTON CAPS 12" GRID, 6" O.C. AT A MIN. 4" HEAD LAP
'
ROOFING
NOA NO. 17-0614-.22
POLYGLASS USA
MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE
UNDERLAYMENT
SBS UNDERLAYMENT
INC.
PLIES NAILS AND TIN CAPS 12" GRID, 8" O.C. AT A MIN. 4"
N/A
N/A
PEEL & STICK
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
BEFORE GROUTINQ:
CONCRETE WORK SHALL BE IN ACCORDANCE W1T1 ACI 318-11 AND ACI 301=05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
ALLOWABLE STRESS VALUES OF 1200PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
FOUNDATION NOTES
2 MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAR@R BARRIER -
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
'
3/4• BEAMS AND COLUMNS - 1 1/2• FORMED CONCRETE BELOW GRADE-? PNFORMED
PLUMBING NOTES
1. FLOOR SLAB T§ 13E 4' THICK POURED CONCRETE SLAB WITH FTBERMESH
CONCRETE BELOW GRADE-3*
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24• o.C.
STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG
ON 0.006 VISQUE€N.(OR EQUAL) ON CLEAN WELL COMPACTED FILL
3. REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615-94.
BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX.
1. ALL PLUMBING FIXTURES SHALL ME 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 °j}E 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 PUBLI§MED 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 SHAD. COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
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 OF 2000 P.S.F.,
ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN 5'-0. OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
E RI LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1• LEG 7 16" CROWN METAL
WHEN B A
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ASTM
DETAILS OR FIT BLOC(( COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND
:
FRAMING: SELF TAPING SCREWS z 1/2" WASHER' HEAD. STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC,
D_A
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
OD 2- BARS BOTTOM IF DROP EXCEEDS S
DOOR BEAMS (28' MAX.) AND A �5
,y12
USED FOR SOFFITS OR CEILINGS
USE
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
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM.. TYPE TO BE CRF 112G
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL
DOWELS AS VERTICAL BARS ABOVE.
1-1/2" LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
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 HORIZ. BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
CONFORM HEATING,
CONFORMTHE REQUIREMENTS SET FORTH IN THE "FLORIDADVENBUILDING. CODE MECHANICAL"
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. 2017 6TH EDITION & ASCE 7-10.
AND CHAPTO 28 OF THE FLORIDAENTSBUILDING CODE.
PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACTS "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR- THE DESIGN,
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 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
SHALL CONFORM TO THE APPLICABLE. ASTM SPECIFICATION AS FOLLOWS: SHAPES. PLATES A-S
LESS THAN W" (35 MM). THICK, OR 20-MINUTE FIRE -RATED DOORS.
PROPOSED SINGLE F ILY RESIDENCE BY:
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI)
"STRUCTURAL
E
2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0. 26 GAGE (0.48 MM)
.
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY
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.
�_
_� \ fU'.0
LOAD SCHEDULE
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN }• (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE,
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' WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY '
-0ETAIL INTERIOR
COPYRIGHT 2020 P+ THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE # SCALE 4 l - 2 ELEVATION
h1 i BTAIN TEST PRESSURES
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SCALE MASONRY CONSTRUCTION
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X 99" H X 99• H X 99" H X 99" H X 99" H GROUT FILLED CELL SEE '
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EDGE OF SLAB BEARING FRAME
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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) BREAK LINE ELEV BEAM HEIGHT CHANGE
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CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. _ GRAPHIC SCALE 0'-0" F� IN, FL, SLAB FLOOR tLEVA'�l(TN: /
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION' PROCEDURES scAL6..1/e• 1 -o".-
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34
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CONC BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT.
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MASONRY WALL BEYOND
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CONC. BRICK PAVER
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FOOTING SEE
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ISSUED FOR PERMIT 03-17-20
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FOUNDATION
PLAN
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R-40 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 R302.9.1 Et R302.9.2
FLAME SPREAD INDEX NOT GREATER THAN 200.
SMOKE DEVELOPED INDEX NOT GREATER THAN 450.
IMPACT f LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
U VALUE SHGC
IMPACT .62 f .25
CALCU
TOTAL U/A
COVERED ENTRY
COVERED LANAI
GARAGE
TOTAL AREA
TOTAL AIR
VOLUME CUBIC
FEET = 24210.4
TYP. WINDOW
VERTICAL HEIGHT
SEPARATION IS 8"
2284
S. F.
73
S. F.
226
S. F.
686
S.F.
3268 S.F.
ADD111ONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS.
3. IMPACT WINDOWS.
4. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0- A.F.F. 0 MARBLE TUBS
5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
6. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
7. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS
GARAGE CEILING
(4) 2x4 METAL STUD
FLOOR RO CEILING
GARAGE FLOOR
ELECT. PANEL / CHASE
FINISHED CEILING
2x WD BLOCKINI
EACH SIDE OF I
FOR MOUNTING
2x MTL STUD
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STUDS W/ (2) #10
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25 GAUGE CHANNEL SHAPED STUDS-
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24" 0/C) W/1 FULL LENGTH LAYER OF
O 1/2" TYPE GYPSUM WALLBOARD
APPLIED WERDCALLY & ATTACHED W/
10 LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12O/C
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONC. FLOOR SLAB
HIL77 PINS .145" DIA x 1 • I.G.
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TYPICAL INTERIOR PARTITION
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CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM W/ (1) /10 SMS ® 24' Oj C
25 GAUGE CHANNEL SHAPED STUDS
24° O/C W/1 FULL LENGTH LAYER OF
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APPLIED VERTICALLY & ATTACHED W/
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TO EACH SIDE ® 12" O/C
CONIC. FLOOR SLAB
HIL71 PINS .145' DIA-x 1 LG.
® 16' 0/C W/ 14 WASHERS
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1 1 BLDG COMMENTS 06-05-20
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Product Submittal Sheet
,in'[pormourn it Nair 7aMP re P30..147l 6454
('hmweete t r9-.eiegsy msI M rltla33fib F308Ad.4103
Mid Wall (M Style) Control Joint "F
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Designed to relieve stress. and assist in controlling cracks in exterior wail finish. Intersections of Ts
available. - II
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�✓ 19950UL 718"slit3.112"so'Jh rlang 34".rertorated flange 15
Ntl Wall C"ntrpl Join) Dammed to rt ts and assist lmllrg cacbsin exterior well finish Intersections or is available.
Uspatent Number ,767458
Caulk all Iections btlomis, ends and s at time of lnstalliHe,
Product Submittal Sheet
vinylcorippon BOW ass Y3lh Plato, s3z5.4%%.6484
ob ecaremalern❑l SniWild 5y1hm3'LLC MIA Fi'lrnta 33a6. F3054A 4108
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Soffit Vents (One Piece) I' 1
Continuous one-piece Soffit: Vent with reinforcing rib to key into stucco & plaster.
=µb F
kfi' .±L2h'- -P CS58-3gOV 51F 3"wide ventanepece)5" overall width, pelfmated flanges 15
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to asset In alignment
variants 15 square inches per lineal It
Caulk all intersections, budjo nt, ends and cornFfS.at flme oflnetelleAon.
ATTIC VENT CALCULATION: (SQ IN) a = 6'_0• o at 6'-0"
ROOF AREA CALCULATED 0 3268 (SQ.FT.) x 144 net 470,592 SQ IN.
15�SQ IN. PE50 as R
RLINEARIFT. (257DL )EVENT =T VENT A3. 55 SQ. Ni TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE TILE
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REVIEWED FOR
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PROJECT LOG
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ISSUED FOR PERMIT 03-17.20
TYPIGAIL I STALLATION
WINDOW ASSEMBLY *CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2017703.4
FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE CONCRETE
CAULK BY WINDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO
MARBLE SILL MEET AAMA 714
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— — — — L_ — — — — —
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14'-0" T.O.B.B.
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BUILDING SECTION A -A
—CONE. COLUMN
WEATHER STRIPPING
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WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS.
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & lx PRESSURE TREATED LUMBER.
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FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.
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OVERHANG COND117ONS
TiE BEAM OR BOND BEAM
NEATTACHED OVERI FOR DESIRED INSTALLATIIONDTOLTRUSS MEMBER TRUSS PROFILE �2*
i14" THICK PLATE
DISCREPANCIES
HANGER
PRE-ENGINEERED WOOD 4"
ROOF TRUSS 0 24" 0/C
SIMPSON MGT W/ 22-10d
NAILS INTO TRUSS
PER TRUSS MFR.
,G•
i
El
CONC. TIE BEAM OR
MASONRY BOND BEAM
(1) 5/8" ANCHOR
INTO BEAM W/
5" MIN. EMBED.
SET IN EPDXY
MAX. UPLIFT = 3965#
CONNECTION DETAIL
PLAN
BOX -OUT DETAI
A5 SSE; 1 4 = 1-0
s�lr, v
�V
h
�5
(2) 1/2" DIA.
THROUGH BOLTS
WEDGE ANCHORS DW/
4" MIN. EMBED.
4CONNECTION DETAIL
PRE-ENG 40. TRUSSES 0 24" 0/C
(SEE CONNECTION SCHEDULE)
F
19/32" EXT. GRADE PLYWD. NAILED—
® 6" 0/C AT PANEL EDGES & 12" 0/C
FOR THE REMAINING FIELD W/ 10d NAILS
2x8 VERTICAL. NAILED TO ROOF TRUSS W/—
(3)iOd 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 0 12" 0/C (1 1/4" EMBED)
L
"LOTT$" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH "
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
PPLIED UPLIFT
LINTEL
SPECIFICATION
1
17'-4"
1413
545
581
240
BF24/1BiT
2
5-4"
10000
257
5698
106
8F44/1BiT
3
4'-0"
8859
250
5572
100
BFi6/i8iT
4
5'-4"
5809
250
3057
100
8F16/181T
5
5-4"
5809
250
3057
100
8F16/181T
6
S-6"
10000-..
1057
8000
371
8F40/1Ell T
7
4'-4"
10000
0
6183
0
8F38191T
8
5-4"
1773
0
1135
0
8F8/lB1T
9
5'-4"
5809
946
3057
380
8F16/1Ell T
10
4'-0"
2866
0
1753
0
8F81BiT
11
4'-0"
8859
1222
5572
365
SF16 iB1T
12
V-4";
10000
920
6183
331
BF38/1BiT
13
13'4"
504
0
555
0
8F8/1BiT
14
13'-4"
2047
1611
866
621
BF24/181T
15
4'-4"
10000
257
6183
104
8RF38/iBiT
16_
10'-6"
1664
250
830
100
8F16/iBiT
17
S-6"
10000
408
7428
133
8F16/1BiT
18
7'-6"
2882
771
1548
1 308
8F16/iBiT
19
5-4"
10000
400
6183
177
8F44/1BiT
20
5-10"
1002
0
722
0
8RF6/1BOT
21
5-10"
10000
462
5480
220
8F32/1BiT
22'
3'-O"
10000
1 376
9578
250
8F64/1B1T
23
7'-6"
8615
1123
2879
412
SF28/181T
24
S-6"
10000
390
1 8000
233
8F56/1BiT
25
7'-6"
6288
250
1 2436
1 102
BF24/iBiT
26
S-6'
10000
390
1 8000
1 233
8F64/1Ell T
i12" DRYWALL OVER
TYPICAL FURRING
� EXTRA LAYER OF i12"
DRYWALL SURROAONDING
CONT. 2x4 RIBBON W/ 3-16d FRAME ARCH
2x4 CROSS NAILS EA. STUD
BLOCK 0 24
,0/C TYP. TOE
NAIL EA. END
W/(3) 16d
NAILS
TYPICAL TRUSS
AS CONNECTION DETAIL
ALLOWABLE LOAD 1061 ,J/TRUSS UPLIFT
TYPICAL FURRING
APPLIED TO SHEATHING
19/32 PLYWOOD ARCH
SECTION
s
A5 CONNECTION DETAIL
CONT. 2x6 .T. BUCK FASTENED TO LINTELS
x3 W/ 1/4""I LG. TAPCONS 0 12. 0/C MAX.
AND TO BLOCK OR CONC.
W/ HILTI DNI-62-P8 0 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 PLYWO. EACH END
W/(3) 10d 1-i12" COIL NAILS
VIEW
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NOMINAL WIDTH
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KWAK Al ivr 7-5 8" ACTUAL
NOMINAL HEIGH
8F16-OB/iT 8F16-IB/iT BF24-OB/1T 8F24-1B/1T 'SF
PROJECT LOG
ISSUED FOR PRECON 10
ISSUED FOR PERMIT 10
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ISSUED FOR PERMIT 03-17-20
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OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF
TYP. ROOF FLASHING DETAIL
N.T.S.
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
1"I *. "I TYP•
TYP. RIDGE CAP &
ROOF MEMBRANE
2x RIDGE BOARD
(2) SIMPSON H10 CLIPS
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
2x6 CATS 0 24" O/C
BETWEEN TRUSS RUN
PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
FIELD FRAMED RIDGE DETAIL
Moisture barr
notshown
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TYP. MISSED STRAP DETAIL
NOTE: TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTER
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (Fl)
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 #
335 #
670 1
245 1
' 490
TC-2
TA14
7) 10d x 1-1 1"
-
1205 #
2410 1
335 #
670 1
245 1
490
TC-3
HTWM16
8 10d x 1-1 2'
4 1 4" x 1-3 4" WAR
1225 #
1225 1
1225 1-
TC-4
HTA16
9 10d x 1-t 2°
-
1870 j
2430
710 1
Ijlo#
270 1
15
10 10d x 1-1
24 fOd x 1-1 2°
1530 #
-
-
-
-
P?!E
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
RING SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS:
1. 0113 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 DIAMETER
5. 2 INCH NAIL LENGTH
DIAPHRAGM SCHEDULE (FASTENING REQUIRE
PER R803.2.3;1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE I
ZONE 2
ZONE 3
PANEL
FRAMING
BOUNDARIES
EDGE
INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RATING 40120
19 32'
24" 0/C
MAX.
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
6" O C
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
4" 0 C
8d RING -
SHANK
4" 0 C
BLOCKED AS
SHOWN ON PLAN
EXT.
WALL
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RATING 40120
19132
16" 0/C
MAX.
8d RING-
SHANK
4" 0 C
8d RING-
SHANK
4" 0 C
8d RING-
SHANK-
6" o/c
NAIL CORNER STUDS
AT 4" 0/C MAX TYPICAL
BLOCK FREE EDGES
INT.
WALL
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RATING 32116
15/32
16" 0/C
MAX.
8d RING-
SHANK
6" O C
Bd RING-
SHANK
6" 0 C
8d RING-
SHANK
12" 0 C
BLOCK FREE
EDGES
90 LBS. MAX
TC-1 0 48" 0/C'
7
N
272E LBS.
SEE DETAIL 3/I
674 LBS. MAX.
TC-1
m
N
795 LEIS. MAX. E.E. g 657 LBS. MAX. E.E. 113 LBS. MAX.
TC-1 TC-1 TC-i
m
104 LDS. MAX
TC-1 0 48" O/C
1194 LBS. MAX.
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REVIEWED FOR
DE COMPLIANCE
LUCIE COUNTY
BOCC
FILE Copy
THIS LAYOUT a
BEARING
9'-4r,
10'- 8"
11'- 4" i/4"
12'-0"
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PROJECT LOG
ISSUED FOR PRECON 02-25.20
ISSUED FOR PERMIT 03-17-20
*NOTE* ouTLET
— ALL ABOVE COUNTER AND NOT 1N HB
MIRROR
ISLAND OUTLETS TO BE DECORA
— ALL SWITCHES TO BE DECORA ,d II
17
NOTE: ALL EDGE OF SWITCH PLATES NOTE ACCEPTABLE SMOKE &CARBON CA OVERED -
TO BE NO LESS THAN 4' FROM DETECTORS TO BE INSTALLED ARE \ 'II
Ld
OPENINGS BIRK SMOKE-9120B I I F6 I \� U81�A110N d
C/O—SC9120B 3
KIDDE SMOKE-21007581
C/O 21006377—N J W
NOTE: GARAGE PUSH BUTTON \\ ' —
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72" MAX. \ so ® I w LL LL
NOTE: PROVIDE ARC —FAULT CIRCUIT I I 4-8NOOK I I Z w
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INTERRUPTER PROTECTION FOR ALL \ / _ LL 0 ;
RECEPTACLE AND LIGHTING OUTLETS �EDROOM 3 POOL LIGHT ®6 " A.F.F. I F3 MASTER
INCLUDING SMOKE DETECTORS PER ELECTRICAL NOTE: I SUITE I 0 O
2017 NEC 210-12 (B). FIELD VERIFY OUTLET
DIMENSIONS PRIOR TO I z J $
\ INSTALLING CABINETS / \ o Z
I
Plans are Prepared for the Builder and not any Planned or Future user
Home owner of the Subject Property and any Modifications, Deletions and
other Changes Authorized by GHO Homes Corporation or other GHO entity
are Permissible to included, but not be limited to Electrical Design
Modification, Fixture or Outlet or Circuit changed, Combinations or
Changes. All Final Work shall be at a minimum Equal to Code minimums
and any changes are only Permissible If Suggested and complete by a r— a 10'-6" \�
licensed Electrician so long as Applicable Codes are Met and Load \ I n 1 AIR SWITC to
Sufficient to Meet GHO's minimum Level of Service and Operation,Cnt c
L _ fC J
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SO DO BRASS COVERED — — — — c i' a w 0
N FLOOR RECPT GREAT ROOM �, _ •� £ �,
BEDROOM 2 I KITCHEN _ o N
C 3:L
i . 2'-0" 1'-3" I cJ N � N !� O F�—
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10
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36.6 9.6 DOOR BELL %6k �� I — '� m Q
7I U i
1st 10,000 at 100% = 10.00 E.W.H. i c O
SIM
REMAINDER AT 40% = 11.44 an c _
A/C LOAD AT 65% = 6.24
TOTAL = 27.68 27.68 x 1000/240 = 115.3 AMPS I c
COV.
r 22"x5 ENTRY N
PULL DN STAIR • J I�
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NV 2" CONDUIT �
REVIEWED FiLlik
PUP &FOR GTIMOER I CODE COMPLIANCE
200 AMP SERVICE I METER ST. LUCiIE COUNTY
DISC. COMBO Z2A
I BOCC
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2 BAY GARAGE
�I
5/8" GOX 10' CU SUPPLEMENTAL GROUND ROD I J
AND TO ONE REINFORCEING BAR IN
THE FOUNDA110N 20'—O" LONG MIN. SEE DETAIL THIS PAGE
FRAME —OUT
ELEC. & CHASE I F�L'� ���� Ocon
ELECTRICAL RISER DIAGRAM o
ELEC. PANEL I �"� U
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CALCULATION NOTES: LLn° R':
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A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. PHOTO CELL N Q
B. GENERAL LIGHTING CALCULATED 0 2,284 (SO.FT.) x 3 IN SOFFIT L Q ~
(WATTS/SO.FT.) = 6852 / 12 (GEN.LTG.CIR.) = 571 (WATTS/EA.) LL
0
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C. A/C CONTRACTOR SHALL SIZE A/C UNITS A/C 1/4" = P-0" U.N.O.
UNITS SHOWN ARE FOR ELEC. CALC S. ONLY.
ELECTRICAL
PLAN
E-1
2058MW=
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
8
0
0
2
RANGE
2
50
6
12.0
0
2
DRYER
2
30
10
5.0
0
2
WATER HEATER
2
25
10
4.5
0
1
WASHER
1
20
12
1.5
0
1
MICROWAVE
1
20
12
1.5
0
1
DISHWASHER
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 GFl
1
20
12
1.5
0
12
GEN. LIGHTING
1
15
14
5.7
0
PROJECT LOG
ISSUED FOR PRECON 02-25-.I
ISSUED FOR PERMIT 03-17-�!;
F
e
lOx1®x7
136 CFM
BEDROOM 3
22"x54'
PULL DN STAIR
w/sw. LL'
2 CAR GARAGE
12'V 2"
R.A.G.
W/ 8"0
IFLEX
NOOK
yPrlOx1Ox7
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122 CFM
a
78
20" 1
UTIL.
5x6x5
33 CFM
AHU-1
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4-TON h
6x6x4
29 CFM
MECF
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\ LANAI
24"x18
R.A.G.
W/ 14" 0
9"0
5-0 r
IiE
•i
GREAT ROOM
12 x 12 x 9
264 CFM
l4x13x7
131 CFM
----j 5„o
12"
"6x6x5
47 CFM
FOYER
COVERED
ENTRY
MASTER
SUITE
12x12xS
18"x16" 247 CFM
W/ 12T
FLEX
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6x6x5
34 CFM
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29 CFM
0 CFM
EXHAUST
MASTER
BATH
NOTE:
ALL RETURNS SHALL HAVE DIRECT DUCTING
TO RETURN AIR PLENUM BOX.
DO NOT SCALE PLANS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
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