HomeMy WebLinkAboutBUILDING PLANPROJECT LOG
ISSUED FOR PRECON 03-23-18
ISSUED FOR PERMIT 04-24-18
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 61H 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
AMU AIR HANDLER UNIT
F.R,
FIRE RATED
B.F. BI FOLD
FIR
FRENCH DOOR
B.P. BI PASS
FIN.
FINISHED
BILK. BLOCK
FL
FLOOR
BLN. BELOW
G.T.
GIRDER TRUSS
BRIG, BEARING
GA,
GAUGE
BTM. BOTTOM
GALV.
GALVANIZED
CLG. COILING
GFI
GROUND FAULT INTERRUPT
CMU CONCRETE MASONRY UNITS
GL.
GLASS
COL COLUMN
ONE
GYPSUM WALLBOARD
CONC. CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT CASEMENT
HOT,
HEIGHT
DEL. DOUBLE
HPS.
HOOPS
DIA. DIAMETER
MR
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
I.G.
LONG
ELEC. ELECTRICAL
LIN,
LINEN
ELEV. ELEVATION
LT.
LIGHT
E.S. EACH SIDE
L.T.
LAUNDRY TUB
THESE PLANS WERE PREPARED
USING THE 2017 FLORIDA BUILDING CODE 6th EDITION
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
M.T.
METAL THRESHOLD
STL
STEEL
MAX.
MAXIMUM
SW
SWITCH
MFR.
MANUFACTURER
TEMP.
TEMPERED
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
MIN.
MINIMUM
T.O.
THROUGH OUT
M.O.
MASONRY OPENING
T.O,B.B.
TOP OF MASONRY BOND BEAM
MONO.
MONOLITHIC
T.O.PL
TOP OF WOOD PLATE
MTL.
METAL
T.O.TB.
TOP OF TIE BEAM
O.H.D.
OVER HEAD DOOR
TYR.
TYPICAL
O/C
ON CENTER
U.N.O.
UNLESS NOTED OTHERWISE
P.L.F.
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
P.S.I.
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
P.T.
PRESSURE TREATED
W/
WTH
PARTN.
PARTITION
WC
WATER CLOSET
PKT.
POCKET
WD.
WOOD
PLYWD.
PLYWOOD
R.O.
ROUGH OPENING
S.C.
SOUD CORE
S.G.D.
SUDING GLASS DOOR
SF
SQUARE FOOT
SH
SINGLE HUNG
ST LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R11
9100 OHO 16080
WAYNE DALTON
N/A
W/ 1-1/4" WASHER & 2-3/4- MIN. EMBED.
D.P= +28.5 PSF
D.P.=
+39.2 PSF -43.7 PSF
2-3 4' MIN. EDGE DISTANCE. 6• FROM END
PSF
B
FL 17499.4
(2) SH 25
MI WINDOWS & DRS
NON IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
D.P= +29.9 PSF
55.0 PSF -55.0 PSF
FL 15349.1
W/ F.O, ABV.
0 10. O/C MAX. SPACING & 0 FROM EDGE
-32.7 PSF
+60.0 PSF -60.0 PSF
C
FL 17499.4
SH 15
MI WINDOWS & DRS
NON IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
D.P = +33.5 PSF
+55.0 PSF -55.0 PSF
FL 15349.1
W/ F.G. ABV.
010' O/C MAX SPACING & 2" FROM EDGE
-36.3 PSF
+60.0 PSF -60.0 PSF
D
FL-7630.2
3080 OR W/
THERMA TRU
IMPACT
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P= +31.9 PSF
+50.0 PSF -50.0 PSF
SIDEUTE
6" & 14" O/C MAX. SPACING.
-34.8 PSF
E
FL 15349.1
4624 ARCHED
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4- MIN EMBED
D.P.= +33.5 PSF
+60.0 PSF -60.0 PSF
TRANSOM
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
F
LL 17499•4
SH 35
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4" MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 IC` O/C MAX. SPACING & 2' FROM EDGE
-34.8 PSF
G
FL 15349.1
51020 TRANSOM
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+60.0 PSF -60.0 PSF
EWAL SPACING & 3' FROM EDGE
-44.8 PSF
H
FL 17499.4
SH H33
MI WINDOWS & ORS
NON IMPACT
3/16- TAPCONS W/ 1-1/4" MIN EMBED
D.P= +33.5 PSF
+55.0 PSF -55.0 PSF
010. O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
I
FL 17499•4
(2) SH 35
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +29.9 PSF
+55.0 PSF -55.0 PSF
0 10- O/C MAX SPACING & 2' FROM EDGE
-36.3 PSF
J
FL-7630.1
2880 SGL LITE DR
THERMA TRU
IMPACT
1/4" TAPODNS W/ 1-1/4' MIN. EMBED CORNERS O
D.P= +31.9 PSF
+50.0 PSF -50.0 PS
6- & 14- O/C MAX. SPACING.
-41.7 PSF
K
FL 22401.1
12080 SGD
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
O 12' O/C MAX. SPACING
-31.3 PSF
L
FL 15349.1
- 12014 TRANSOM
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
EWAL SPACING & 3' FROM EDGE
-34.8 PSF
M
FL-7630.1
2680 SOL LITE DR
THERMA TRU
IMPACT
1/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P= +31.9 PSF
+50.0 PSF -50.0 PSF
6- & 14. 0/0 MAX SPACING.
-34.8 PSF
N
FL 17499•4
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
010' O/C MAX. SPACING & 2- FROM EDGE
-34.8 PSF
0
FL 15349.1
3214 TRANSOM
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
P
FL 17499•4
SH 36
MI WINDOWS & DRS
NON' IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 100 O/C MAX SPACING & 2' FROM EDGE
-34.8 PSF
Q
FL 15349.1
4614 TRANSOM
MI WINDOWS & DRS
NON IMPACT
3/16- TAPCONS W/ 1-1/4" MIN EMBED
D.P= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
R
FL-7630.1
2880 SOL LITE DR
THERMA TRU
IMPACT
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P= +31.9 PSF
+50.0 PSF -50.0 PSIF
6' & 14' O/C MAX SPACING.
-41.7 PSF
S
LL 17499•4
SH H33
MI WINDOWS & DRS
NON IMPACT
3/1V 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
T
FL 17499.4
SH 35
MI WINDOWS & DRS
NON IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX. SPACING & 2' FROM EDGE
-34.8 PSF
U
FL 17499.4
SH 35
MI WINDOWS & DRS
NON IMPACT -
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10" O/C MAX. SPACING & 2' FROM EDGE
-34.8 PSF
V
FL 17499.4
SH 23
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+55.0 PSF -55.0 PSF
0IV O/C MAX. SPACING & 2' FROM EDGE
-36.3 PSF
W
FL-7630.1
2868 DR
THERMA TRU
IMPACT
1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PER -50.0 PSF
8' & 14' 0/C MAX. SPACING.
-34.8 PSF
PRODUCT
MODEL #
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
MAX 104-1/4" HORIZ.
MI WINDOWS
& DOORS
1/4' TAPOONS W/ 1-1/4- MIN EMBED
(4) FASTENERS PER CLIP TOP & BTM.
37.7 PER
54.0 PSF -54.0 PSF
FL 15353.4
3" VERL
ROOFING
NOA NO. 16-0314-.08
CAPISTRANO CONCRETE TILE
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf,
PRODUCTS
ROOFING
UNDERLAYMENT
NOA N0. 17-0614-.22
POLYGLASS USA
MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE
PLIES NAILS AND TIN CAPS 12" GRID, 6' O.C. AT A MIN. 4'
N/A
N/A
SIBS UNDERLAYMENT
INC.
HEAD LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
N/A
2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
STUCCO
SPACED 0 EVERY HI RIB (V O/C) W/ 1-3/4- EMBED.
N/A
N/A
PER NAIL
HURRICANE PANELS
FL 16293.1
HURRICANE STORM
1/4' -20 x 3/4' S.S.
120" MAX. SPAN
GALV STEEL PANEL
PANEL
KNURLED STUDS 12-1/2" O.C. TOP AND BTM
37.7 PSF
+49.0 PSF -56.0 PS
MANUFACTURING,
NC
f
MASONRY NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
UNTELS AS NECESSARY. (4m = 1500 PSI)
1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" O/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
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 WIRE 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 GLASS IN SIDELIGHTS, SUDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
4. REINFORCING:
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AAPACITY•
ACCORDINGLY.
VERTICAL•
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.
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR tat FLOOR WINDOWS. THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
A. ASTM A815-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
THE DESIGN.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
4• TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
SPECIFICATIONS.
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
B. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
TRANSFER GRILLES.
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
RECOMMENDATIONS.
COLUMN SCHEDULE.
9. PROVIDE OR BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
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.
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 UNTELS 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-
B. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED 'NTH CLIPS, 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.
1. ALL COMPOSITE LINTEL (MARK "L") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
NOTED
I12.
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION
PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
5. GENERAL:
-BB-)
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 REINFORCING SHALL 8E CONTINUOUS THROUGH BOND
REINF (
A. STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 5301 A.S.C.E.
BEAMS ONLY. ALL SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS,
B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES,
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 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 210-B (a)•
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.CE. 7-101602-
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
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
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 MALL 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.
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
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
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
BEFORE GROUTING.
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL
SINGLE, PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS.
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. N0. 2 OR BETTER AND SHALL PROVIDE
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI
FOUNDATION NOTES
ON
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS
19, CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SAGS VAPOR BARRIER -
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED
1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH
CONCRETE BELOW GRADE-3"
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 0 24' O.C.
PLUMBING NOTES
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
3. REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615-94.
STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1- LONG
BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX.
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.
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE,
SUBSTRATE AT 4° O/C AS FOLLOWS;
CONCRETE: 3/4- LONG STUB NAILS W/ 3/8- HEAD. HORIZONTAL AND VERTICAL WOOD
;73. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
OTHERWISE NOTED.
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.
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 PENETRAIJONS 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
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16" CROWN METAL
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28" MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'.
MTl_ FRAMING: SELF TAPING SCREWS /12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
USED FOR SOFFITS OR CEILINGS
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
REQUESTED BY THE BUILDING OFFICIAL
7. DOWELS COLUMN AND WALL REINFORCING TO FOOLING WITH SAME SIZE AND NUMBER OF
DOWELS AS VERTICAL BARS ABOVE.
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G
.I
IYIECHANICAL NOTES
1-1/2' LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
S. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
B. DAMAGE PROBABIUTIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
REINFORCING AT EACH FACE. LAP 48 BAR DIA, MIN.
WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL"
AND CHAPTER 28 OF THE FLORIDA PUILDING CODE.
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
i
i
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN,
1: OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
"'ES
"0'
G` `0
AVALON
LOT 277
MEADOWOOD
COPYRIGHT 2018
TYPICAL "MI" WINDOWS
N
t0 c0
18d' 36" 52d" 25"
SH 15 SH 25 SH 35 SH H35
■ ■ is ■ • ■
M.O. 20 1/8' M.O. 38- M.O. 54 1/8' M.O. Z7 1/2'
1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD
P.T. WOOD BUCK P.T. WOOD BUCK _
38" 70" 38"
- 1
SH 35 S '�, •
°D ~ 4
l2l:
TYP. BAY WINDOW
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DC IRS NOT LESS THAN i' (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 V" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR. CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MI
WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPUED TO THE GARAGE SIDE.
LOCATION LIVE DEAD PA VN TOTAL
GROUND FLOOR 40 50 10 100
SECOND FLOOR 40 15 10 65
ROOF 30 18 0 48
ATTIC 20 10 0 30
END:-
UUTIMATE 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.
NQa THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WiNDOW AND DOUR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
2x P.T.
WOOD BUCK
SHOWN TYP.
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DOOR INSTALLATION NOTE DOOR BUCKS USED MAY BE 2x6, 5/4" BOARD OR I&
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.
SYMBOLS LEGEND
DEFAIL
SCALE
DETAIL
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SECTION
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ARCHED OPENING SEE
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MASONRY CONSTRUCTION
TYPICAL
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SIZE WxD
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AS LOCATED ON PLANS
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ISSUED FOR PERMIT 04-24-18
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CALCULATIONS
TOTAL U/A 2284 S.F.
COVERED ENTRY 73 S.F.
COVERED LANAI 226 S.F.
GARAGE 686 S.F.
TOTAL AREA 3268 S.F.
TOTAL AIR VOLUME CUBIC FT. = 21,241.2
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS.
3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS
4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
6. R-30 BLOWN -IN INSULATION AT ALL A/C AREAS
GARAGE CEILING
(4) 2x4 METAL STUD!
FLOOR RO CEILING
GARAGE FLOOR
ELECT. PANEL / CHASE
0
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AC CONC. PAD DETAIL
N.T.S.
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2x6 BLOCKING
CABINET LOCATIONS.
FASTEN EA. END TO
STUDS W/ (2) #10
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS-
(2X4 STUDS ® 16" 0/C) (2x6 STUDS
24" 0/C) W/l FULL LENGTH LAYER OF
1/2° TYPE GYPSUM WALLBOARD
0
APPLIED VERTICALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12" 0/C
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WASHER DRY R
28-1/2" SPACE DRYER VENT
DRYER VENT LOCATION
FRONT VIEW
R-30 BLOWN -IN 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.
3/4" THK TEMP
TOP OF KNEEWALL W/ PT
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W/ CLIPSPLYWD
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9,-8.
BATH 2
11
6'-10'
6080 BP
GARAGE SEPARATION
REQUIREMENTS PER 302.6
4" -6 4" R-11 BATT INSULATION FOR DEMISING
WALL PER ECALCS
(2) SH 25
W/ 1/2 FG ABV.
i
60'-0"
I
6'-7"
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PER MANUF. SPECS
I 2 BAY GARAGE
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2'-10"
1'-4"
7'-6"
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CHASE
7'-6"
O
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T.O.B.B.
TO.B.B.
PROJECT LOG
ISSUED FOR PRECON 03-23-18
ISSUED FOR PERMIT 04-24-18
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PROJECT LOG
ISSUED FOR PRECON 03-23-18
ISSUED FOR PERMIT 04-24-18
111111 1*
Mid Wall (M Styr) Control Joint
Designed to relieve stress and assist in controlling cracks in exterior Leah finish. Intersections of Ts
available.
/ �f 167E-60UL 7I8"x112" 1 3-1/2"solltl flange, 1-3/4" perforated flange
Mid Wall Control Joints — Designed to relieve stress and assist in controlling cracks in exterior wall finish_ Intersections of Ts available
US Patent Number'i, 757450
Caulk all Intersections, butt joints, ends and oomel at time of Incfalladon.
NorA illvil ar
avkDM' WilMi�y �lNYrtf�
15
Product Submittal Street
vinylcorp cam 8000 NW I&h Plecc P 305 4T 64rc
Clarkwmsar Dsi t~stems kLC hen Hot'da 33166 F'0547.1108
Soffit dents (One Puce)
Continuous one-piece Soffit Vent with reinforcing rib to key into stucco & plaster.
K s-s^-;`c:y lS'��•
CS58-300V I 5/8, I 3" wide vent (one piece) 5" overall width, perforated flanges 1 15
3" Soffit Vents —Continuous one piece Sofn Vent with reinforcing rib to key into stucco &: plaster. Vent Clips are provided to connect Soffit Vent and
to assist in alignment.
vent areal 15 square Inches per Ilnaal ft
Caulk all intersections, butt joints, ends and comers at time of installation.
ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 3268 (SO.FT.) x 144 = 470,592 SQ IN.
/ 150 ee 3,138 SQ. IN. REQUIRED NET VENT AREA
15 SQ IN. PER LINEAR FT. (257 LF) VENT = 3,855 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
"S" BARREL CONCRETE TILE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 30j FELT TIN TAGGED
TO EXT. GRADE PLYWO. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES
l 0/C TYPICAL
W/APPROVED GALV. TRUSS
ANCHORS EA. END
$ SEE PLAN/ ELEV.
GALV ll DRIP
ON iX2 P.T.
2x8 PAINTED TEXTURED —�
SPRUCE FASCIA
CEMENTITOUS FINISH ON METAL LATH ATTACHED
W/ 3" CONTINUOUS VENTING
ON ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
MEDIUM TEXTURE DECORATIVE
CEMEN7iTOUS FINISH
OVER 8' CONC. BLOCK
NOT TO EXCEED 5/8" THICKNESS
R 4.1 FI-FOIL BETWEEN STUDS
0'-0" FIN. FL. SLAB -
u
12
6 1
INSULATION
PER ENERGY CALC.
RAT RUNS PER.
TRUSS MANF.
5/8" DRYWALL OR i12" "TOUGHROCK"
UEQUALD TO
NDERSIDE)OFPPLIETRUSSES
FIRE STOP
CONT. 8"xi6" MASONRY BOND BEAM
W/ 115 CONT TOP & BOT - FILL W/ CONC.
CONT. METAL POUR STOP
1/2" DRYWALL
iX2 P.T. FURRING ® 24" 0/C
EXTERIOR BLOCK WALL ,TO BE
WOOD BASE
MONO. GONG, FOOTING
SEE FOUNDATION PLAN
FOR NOTES & DETAILS
a . •°' III —III ;I
,• • .• I I I I I I I
TYPICAL WALL SECTION
SCALE 314' = i'D"
OLMLNIIIUUS FINISH, TYP. —o4.a rar i F 1 al'-
FOR WALLS `J BLW 34.8 PSFSF D.P.= +PSF FRONT ELEVATION - CLASSIC
a = 6'-0'
12
6 O
a = 6,-0"
�] FIXED GLASS
fV
5'-10"
D.P.= +33.5 PSF D.P.= +33.5 PSF
-36.3 PSF O o _44 8 PSF O
I G
14'-0" T.O.B.B.
0'-0" FIN. FL. SLAB
D.P.= +28.5 PSF
-34.8 PSF O
LEFT SIDE ELEVATION- CLASSIC
D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +28.5 PSF D.P.= +31.9 PSF D.P.= +29.9 PSF
0 -417 PSF -34.8 PSFO -34.8 PSFO -34.8 PSF O -31.3 PSF 0 -41.7 PSF O -36.3 PSF 0 REAR ELEVATION
(AROUND CORNER) (AROUND CORNER)
^W
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12'-0" T.O.B.B.
11'-4" T.O.B.B.
9'-4" T.O.B.B.All
-�
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ELEVATIONS
A-3
277
I✓
TYPICAL INSTALLATION
WINDOW ASSEMBLY
MARBLE SILLS CAULK
ITENERS AS REQUIRED
WINDOW MANUFACTURER
*CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2017 703.4
SHER-CRETE
FLEXIBLE CONCRETE
WATER PROOF - SMOOTH
A5-200 SERIES
SHERWIN WILLIAMS MANUFACTURER
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPECS
<'e' Q, WIIVUVW IrvJIHLLX IIUIV
'MORTAR OR
e. GROUT
a.
1•<.' •, a „e' SET SILL IN FULL
DRYWALL P,. "<' .� MORTAR BED AND HEAD JOINT
STUCCO OR
DECORATIVE
4 ; _ ,. �CEMENTITIOUS COATING
3/4" FURRING TO e
MASONRY WALL 4 8" C.M.U.
e .• e a
CAST-CRETE PRECAST SILL DETAIL
SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATION
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANF.
(MAX. 8' O.C)
D.P.= +31.9 PSF
-34.8 PSF O
6'-6"
PROVIDE CEMENTITOUS
FINISH PRIOR TO
METER INSTALL
1�6
COUNTER
BEYOND
yy
D.P.= +31.9 PSF
-34.8 PSF
O
PRE ENGINEERED WD. TRUSSES
@ 24" O/C TYPICAL
R-30 INSULATION AT AIR CONDITIONED
CEILING LOCATIONS
0
9L
D.P.= +33.5 PSF
-36.3 PSF O
OPENING
TO DINING.
ROOM I
LOW WALL
FOYE
N
I
m
0
a
O
I
m
12
6
D.P.= +31.9 PSI
O-34.8 PSF
ENTRY
D.P.= +33.5 PSF
-36.3 PSF O
-6"
D.P.= +31.9 PSF
-34.8 PSF O
RIGHT SIDE ELEVATION - CLASSIC
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANF.
(MAX. 8' O.C)
12
���IIII � � 6
GARAGE BEYOND
BUILDING SECTION A -A
CONIC. COLUMN
lx2 MIN. P.T. BUCK SET IN
STRIPPING
SEALANT AND NAILED W/
STUCCO FINISH
CONIC. OR MASONRY
�WEATHER
BY DOOR MANF.
1-1/2" CASE HARDENED COIL
PERIMETER SEALANT
GARAGE DOOR
NAILS AT 12" 0 C. MAX.
/
CONIC. OR MASONRY
T.
2x6 P.BUCK RIPPED
GALV. S7L. VERT. TRACK
BY MANE. FASTENED TO
TRACK BRACKETS W/_':.:..:`
CONC. OR MASONRY
°. ° . '.' :'q°:::
1x6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENE
TO WIDTH OF DOOR JAM
SET IN SEALANT FASTEN
W/ 1/4" DIA. x 3-1/4"
TAPCONS 3" FROM E.E.
COIL NAILS AT 12' 0 C.
1/4"-20x1/2" CARRIAGE
q°
° /
�q° 0 AND 6" O C MAX.
° /
BOLTS & LOCK NUTS
DRYWALL BOARD
°00 MAX.
°° Q
GALV. STL. TRACK
CAULKING
DOOR TRIM
BRACKETS FASTENED
TO WOOD JAMB
- �ALUMINUM FRAME, FASTEN
DRYWALL BOARD
DOOR FRAME
3/16"af-i/4" LAG SCREWS
G
TO STRUCTURE THRU BUCK
W/ 3 i6" TAPCON SCREWS
CAULKING
FASTEN TO BUCK W /
GALV. x 2"
2x8 P.T. ATTACHED TO
MANU.'S METHOD OF COLUMN W/ 5/8" WEDGE
0 12' 0/ C. MIN. 1-1/4" EMI
D DOOR FRAME
FASTEN TO BUCK W/
S
SC
CREWS ®2' -0" O/C
ATTACHMENT SHALL ANCHORS ® 2'-0" 0/C VERT.
EPAIL MIEN SUBMITTED
ERIMETER SEALANT
(2) 3/16"x2-1 2"TAPCON
DOOR TRIM
FROM
W/ COMPLETE INSTRU 11C (6" MAX. FROM ENDS) AND
STUCCO FINISH
SCREWS 0 2'-0'0/C
PERIMETER SEALANT
2' FROM EDGE OF 2X8
HEAD DETAIL (WINDOW)
JAMB/HEAD DETAIL (S.G.D.)
STUCCO FINISH
JAMB DETAIL (GARAGE DOOR)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
HEAD/JAMB DETAIL (DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
ALUMINUM FRAME, FASTEN
REQUIRED, ADD (1) f" A.B. TO EACH SIDE OF THE
TO STRUCTURE THRU BUCK
DOOR THRESHOLD SET
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
W/ 3 16' TAPCON SCREWS
0 12' 0/C. MIN. 1-1/4" EMBED
ALUMINUM FRAME
SECURE FRAME TO SILL
OOR FRAME FASTEN
IN BED OF CAULK &
BRACKET.
PERIMETER SEALANT
STUCCO FINISH
WITH SILICONE
CAULKING
TO BUCK W/(2) 3/16"x
2-1/2" TAPCON8
SCREWS 0 2'-0" O/C
FASTENED TO SILL W/
x 1 1/2" SCREWS
0 18" O/C
�-
PERIMETER SEALANT
CONIC. OR MASONRY
FLOOR COVERING 0
lx2 MIN. P.T. BUCK SET IN
-- ��O o ° . 'o
a
FLOOR COVERING
SEALANT AND NAILED
q" Ob. °.0 IF
PO
o
W 1-1 2" CASE HARDENED
COIL NAILS AT 72" 0/C.
>�MAX.
PRECAST OR POURED
SILL W/ 1 #5 BAR
+`b°O° °oq O.
°
DRYWALL BOARD
GROUT BED
CONIC. FLOOR SLAB
CAULKING
PERIMETER SEALANT
CONCRETE SLAB
PERIMETER SEALANT
JAMB DETAIL (WINDOW)
SILL DETAIL (WINDOW)
SILL DETAIL (S.G.D.)
STUCCO FINISH
SILL DETAIL (DOOR)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
1
0'-0" FIN. FL. SLA
T.O.B.B.
1 T.O.B.B.
T.O.B.B.
-0" FIN. FLOOR
PROJECT LOG
ISSUED FOR PRECON 03-23-18
ISSUED FOR PERMIT 04-24-18
LIJ
a.
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W
1/4" = 1'-O" U.N.O.
SECTIONS
ELEVATIONS
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER 1HAN THE PROPOSED OPENING ON PLANS.
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A (-OMBINATION OF 2x & 1x PRESSURE TREATED LUMBER.
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING
FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.
MW m 277
ENG. AND APPROVED WOOD TRUSSS SEE
TYR WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHORN ON FRAMING PLANS
INSTALL PER. MFR. SPECIFICATIONS
SEE PLAN ggh
Nw
4'-0'
CONE MASONRY BOND BEAM
CONT. POUR STOP
8" CMU WALL
1
A5 CONNECTION DETAIL
ENG. AND APPROVED WOOD TRUSSS SEE
TTP. 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
NOTE IF TWO STRAPS ARE USED
PLACE ONE STRAP EACH SIDE.
CONT. MASONRY BOND BEAM
8" CMU WALL
2
AS CONNECTION DETAIL
p USP KCCQ44 OR
h SIMPSON CCQ44sds2.5
FASTEN PER MAN'F. SPECS
I
56801 MAX.
_L
WOOD POST
SEE FRAMING PLAN
(6) 1/4"x2-1/2" LG,
SDS SCREWS TO POST
SI
HOLDSON DOWNU56451 MAX
(i) 5/8" DIA.
WEDGE ANCHOR
4" MIN. EMBED.
A5 CONNECTION DETAIL
NAIL SILL PLATE THROUGH
TO CROSS BLOCK W/2-16d 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 SECTIONS
ACTUAL HEEL AND
OVERHANG CONDITIONS
2x4 CROSS
BLOCK 0 24"-
O/C TYP. TOE
NAIL EA. END
W/(3) 16d
NAILS
TYPICAL TRUSS
TIE BEAM OR BOND BEAM
CONT. 2x4 RIBBON W/ 3-i6d
NAILS EA. STUD
A5 CONNECTION DETAIL
ALLOWABLE LOAD 1061 #/TRUSS 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
'ONC. TIE BEAM OR
WASONRY BOND BEAM
MAX. UPUFT = 3965#
4CONNECTION DETAIL
1/4' THICK PLATE
HANGER
4"
N
3/16"
e
N
(2) 1/2" DIA.
THROUGH BOLTS
WEDGGE)ANCHORSDW/
4" MIN. EMBED.
a5 CONNECTION DETAIL
PER TRUSS MFR.
"LOTTS" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
PPLIED JPLIFI
LINTEL
SPECIFICATION
1
17'-4"
1413
545
581
240
BF24/1B1T
2
5'-4"
10000
257
5698
106
8F44/iB1T
3
4'-0"
8859
250
5572
100
8F16/1B1T
4
5'-4"
5809
250
3057
100
8F16/1B1T
5
5'-4"
5809
250
3057
100
8F16/181T
6
S-6"
10000
1057
9578
371
BF40/1B1T
7
4'-0"
10000
0
7184
0
8F38 1B1T
8
5'-4"
1773
0
1135
0
8F8/1B1T
9
5'-4"
5809
946
3057
380
8F16/iBiT
10
4'-0"
2866
0
1753
0
8F8 1B1T
11
4'-0'
8859
1222
5572
365
8F16 18lT
12
4'-0"
10000
920V
331
8F38/iB1T
13
13'-4"
504
0
0
8F8/1BiT
14
13'-4"
2047
1611
621
8F24/1B1T
15
4'-0"
10000
ffid -e-
dit -4;I.
8RF38/1BiT
16
10'-6"
1664
250100
8F16/1B1T
17
3'-6"
10000
408
133
8F16/181T
18
7'-6"
2882
771
4
308
8F16/191T
19
5'-4"
10000
400
6183
177
8F44/iB1T
20
5'-10"
1002
0
722
0
8RF6/1BOT
21
5'-10"
10000
462
5480
220
8F32/181T
22
S-O"
10000
376
9578
250
8F64/1B1T
23
7'-6"
8615
1123
2879
412
BF28/1B1T
24
S-6"
1 10000
1 390
1 9578
1 233
1 BF54/1131T
25
7'-6"
6288
250
2436
102
8F24/1B1T
28
3'-6"
10000
390
9578
233
8F54/1131T
27
4'-0"
10000
765
7184
283
8RF34/1B1T
1/2" DRYWALL OVER
TYPICAL FURRING
EXTRA LATER OF 1/2'
DRYWALL SURRONOING
FRAME ARCH
TYPICAL FURRING
APPLIED TO SHEATHING
19/32 PLYWOOD ARCH
SECTION
5
a5 CONNECTION DETAIL
W A,
A5 BOX -OUT DETAIL
SCALE: I4 = 1-0
N
CONT. 2x6 P.T. BUCK FASTENED TO LINTELS
W/ 1/470" LG. TAPCONS 0 12" 0/C MAX.
AND TO BLOCK OR CONC.
W/ HILTI DNI-62-P8 0 8' 0/C MAX.
1
2X6 P.T. CROSS BLOCK REQUIRED ONLY IF
FREE EDGE DIMENSION EXCEEDS 24"
SEE DIMENSION. NAIL TO BUCK AT EACH
END W/ (4) i6d NAILS.
Ww,
PRE-ENG 0. TRUSSES ® 24"
(SEE CONNECTION SCHE6
19/32" EXT. GRADE PLYWD. NAILED
® 6' 0/C AT PANEL EDGES & 12" 0/C
FOR THE REMAINING FIELD W/ 10d NAILS
1x8 VERTICAL. NAILED TO ROOF TRUSS W/
(3)10d NAILS, NOTCHED AND TOENAILED W/
(3) 10d NAILS TO PLYWOOD ON BLOCK WALL.
(3)i/2"x6" PCS. EXTERIOR PLYWOOD
CUT TO CONTOUR OF ARCH, SHOT TO
WALL W/ 3' PINS 0 12' 0/C (1 i14' EMBED)
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 1-i12' COIL NAILS
SECTION
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NOMINAL HEIGHT
QUANTITY OF #S
NOMINAL WIDTH REBAR AT TOP
K
TYP. 0 WALLS 8U8 8F16-OB/1T 8F16-lB/lT
7-5 8' ACTUAL
" NOMINAL HEIGHII
8F24-OB/lT
8F24-18/1T
8F30-1B/lT
PROJECT LOG
.ISSUED FOR PRECON 03-23-18
ISSUED FOR PERMIT 04-24-18
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1/4" = 1'-0" U.N.O.
STRUCTURAL
PLAN
A5
MW 277
PROJECT LOG
ISSUED FOR PRECON 113-23-1-8�I
ISSUED FOR PERMIT 04-24-18
�F
Nm
j
730 LBS. MAX.
N
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1235 LBS. MAX.
10
LBS.
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x0
TC-i
(2) TC-1
TC-2
O
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WALL HEIGHT CHAN
3E
WALL HEIGHT CHANGE
0
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
TYP. RIDGE CAP &
ROOF MEMBRANE
�— 2x RIDGE BOARD
(2) SIMPSON H10 CLIPS
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
2x6 CATS ® 24' O/C
BETWEEN TRUSS RUN
PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
FIELD FRAMED RIDGE DETAILI
a: �E�DGE STRIP DEFINED AS THE LESSER O�F� 10%
OR 40% OF HEIGH HL BUTNNOT LE SBIHAN % OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF ZONE
NAILING REQUIREMENTS.
O
O
ROOF ZONE DIAGRAM
O
TRUSS CONNECTOR SCHEDULE
FASTENERS
RTRAP
PER
ALLOWABLE UPLIFT
PARALLEL LOAD (172)
PERPEND. LOAD (F1)
MARK
USP
CONNECTOR
TRUSS
TIE -BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
5 fOd x 1-1 2"
-
990 j
1980
335 f
1 670
2451
490
TC-2
TA14
7) 10d x 1-1 2"
-
1205 j
2410 1
335 1
670 j
245 1
490
TC-3
HTWM16
8 10d x 1-1 2'
4 1 4" x 1-3 4' WAD.
1225 1
-
1225 j
-
25
-
TC-4
HTA16
9 10d x 1-12'
-
1870
2430
710
1215
TC-5
HTW20
20 10d x 1-1 2'
24 10d x 1-12'
1530
-
-
-
-
gL70
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED, 3) USE GALVANIZEI
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. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
J. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE i
I ZONE 2
ZONE
3
PANEL
FRAMING
BOUNDARIES
EDGE
INTER,
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
8d RING-
8d RING-
Bd RING-
8d RING-
8d RING-
8d RING-
8d RING -
EXPOSURE I, OR EQUAL
SPAN RA71NG 40120
19 32"
24" 0/C
MAX.
SHANK
6' 0 C
SHANK
6" O C
SHANK
6' 0 C
SHANK
8" 0 C
SHANK
6' 0 C
SHANK
4" 0 C
SHANK
4' 0 C
BLOCKED AS
SHOWN ON PLAN
EXT.
WALL
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RA77NG 40120
19/32 1
16" 0/C
MAX.
8d RING-
SHANK
4' 0 C
8d RING-
SHANK
4" 0 C
Bd RING-
SHANK
6' 0 C
NAIL CORNER STUDS
AT 4" 0/C MAX. TYPICAL
BLOCK FREE EDGES
APA RATED SHEATHING
8d RING-
8d RING-
8d RING-
INT.
WALL
EXPOSURE 1, OR EQUAL
SPAN RA71NG 32116
15/32
16" O/C
MAX.
SHANK
6' 0 C
SHANK
6" O C
SHANK
12" 0 C
BLOCK FREE
EDGES
CONNECTIONS, U.N.O.
HEIGHT CHANGE
238 LBS.
® 48" O/C
'980 LBS.
TAIL 3/A5
is
23 I.0
LBS. E.E.
K
9'-4" PLATE HT.
10'-8" PLATE HT.
11'-4" PLATE HT.
PLATE HT.
14'-0" PLATE HT.
Hardware Quantity
HUS26 16
Indicates Left End Of Truss
On Layout & Engineering Sheets
61-
4-3/16"
8" cmu
2,_o„ Wall
Typical End Detail
w/ Level Return
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TRUSS PLAN
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MW=277
PROJECT LOG
ALL VANITY LIGHTS TO
BE 100" A.F.F
=15"
ITCH'S TO
DR. FRAME
GARAGE DOOR OPENER
TO BE 5'-0" A.F.F.
NOTE: ACCEPTABLE SMOKE 'C CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE-91208
C/O—SC9120B
KIDDE SMOKE-21007581
C/O 21006377—N
NOTE: PROVIDE ARC —FAULT CIRCUIT
INTERRUPTER PROTEC11ON FOR ALL
RECEPTACLE AND LIGHTING OUTLETS
INCLUDING SMOKE DETECTORS PER
2017 NEC 210-12 (B)
Plans are Prepared for the Builder and not any Planned or Future user /
Home owner of the Subject Property and any Modifications, Deletions and
other Changes Authorized by GHO Homes Corporation or other GHO entity
are Permissible to included, but not be limited to Electrical Design
Modification, Fixture or Outlet or Circuit changed, Combinations or
Changes. All Final Work shall be at a minimum Equal to Code minimums
and any changes are only Permissible if Suggested and complete by a
licensed Electrician so long as Applicable Codes are Met and Load
Sufficient to Meet GHO's minimum Level of Service and Operation.
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
1
ELECTRIC COOKTOP
2
50
6
10.0
0
1
WALL OVEN
2
50
6
10.0
0
2
DRYER
2
30
10
5.0
0
2
WATER HEATER
2
30
10
4.5
0
1
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 GFI
1
20
12
1.5
0
12
GEN. LIGHTING
1
15
14
5.7
0
FM' 11111M. l
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 14.64
A/C LOAD AT 65% = 6.24
TOTAL = 30.88 30.88 x 1000/240 = 128.7 AMPS
(1) SETS OF (3) 14/0 AWG. THAN
IN 2" CONDUIT
200 AMP SERVICE
p METER
DISC. CO
PANEL
200 A
5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEING BAR IN
THE FOUNDATION 20'-0" LONG MIN,
ELECTRICAL RISER DIAGRAM
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULATED 0 2284 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 6852 / 12 (GEN.LTG.CIR.) = 571 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALC S. ONLY.
(1) CAT 5e
(1) RG6
(PER TV LOCATION)
DED. OUTLET ❑
INSIDE FOR PANEL PM
T
SMART
PANEL
fU111,70 i 11I
LOW VOLTAGE GHO 11SMAR
I IISSUED FOR PRECON 103-23-181
ISSUED FOR PERMIT 1 04-24-18 1
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ELECTRICAL
PLAN
E-1
w-277
2" VTR
Jib 3"
3"
2" SHWR� . WC 2-
2- 3" 3• LAV
LAV AVV CO
�— 3" 2•
2" CO 2" 3" 2.
TUB 2"
LAV TUB
MASTER BATH 3" BATH 2 3 wr
3"
PLUMBING RISER DIAGRAM
KITCHEN kl-
2"
3"
2" VTR
AVV
LT
CO
LAUNDRY
WM
2" AVV
LAV T
WC
OW,J 2" SHWR
CABANA
Vs" 2a 7 i
321b DENT FINE DKIVE
F KT rIEKCE, FL 34951
PROJECT LOG
ISSUED FOR PRECON 03-23-18
ISSUED FOR PERMIT 04-24-18
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MECHANICAL
PLAN
M-1
MW = 277