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ST. LUCIE COUNTY BUI I IVISI N RECEIVED
REVI#AD
R OMPLI E
REVIAUG 0 6 2018
DATE
PLANRMIT T BEKE ON308ST, Lucia County, Perr
SITE SPECT , (S) WILL BE MADE
op `" PROJECT LOG
ISSUED FOR PRECON 05-18.18
ISSUED FOR PERMIT 06-26-18
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION.
2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE.
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPLICABLE AMENDMENTS.
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
SHALL DISPLAY LABELS SHOWING COMPUANCE 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. 2017
ABBREVIATIONS
ABV
ABOVE
EXT.
EXTERIOR
AFF
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
B.F.
BI FOLD
FR
FRENCH DOOR
B.P.
BI PASS
FIN.
FINISHED
BILK.
BLOCK
FL.
FLOOR
BLW.
BELOW
G.T.
GIRDER TRUSS
BRG.
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.
LINEN
ELEV.
ELEVATION
LT.
LIGHT
E.S.
EACH SIDE
L.T.
LAUNDRY TUB
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR N6. PROVIDE PRECAST
UNTELS AS NECESSARY. (I'm = 1500 PSI)
1. PROVIDE 1X2 P.T. FIRESTOP HORIZ NTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" DIG
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 LOCATI S PER F.B.C. SECTION 718
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
THESE PLANS WERE PREPARED
2. MORTAR TYPE M PER ASTM C 270-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2. ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2017 FLORIDA BUILDING CODE 6th EDITION
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3DDo PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WTH 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, 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
4. REINFORCING:
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
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 MINI AL NET OPENING OF 24" HIGH, 20' WDE, AND MIN. NET
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 19t FLOOR WINDOWS. THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. COORDINATE RACEWAY INSTALLATIONS WTH 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.
B. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4• TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
4 IN AREAS OTHER THAN HVHZ FIXE GLASS THICKNESS SHALL COMPLY NTH SECTION 2411
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNES ALLOWED.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
5. PROVIDE A MINIMUM OF 4° CLEAR ALL AROUND AIR HANDLER UNITS.
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE, IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS.
M.C. MEDICINE CABINET SMS SHEET METAL SCREWS
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
TRANSFER GRILLES
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS
COLUMN SCHEDULE.
9. PROVIDE OR BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
M.T. METAL THRESHOLD STL. STEEL
- 7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV,
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT,
SHOWN ON PLANS
MAX. MAXIMUM SW 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
MFR. MANUFACTURER TEMP. TEMPERED `.
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.
MICRO. MICROWAVE T.B. THROUGH BOLT
MIN. MINIMUM T.O. THROUGH OUT
CONTINUE UNINTERRUPTED.
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
M.O. MASONRY OPENING T.O.B.B. 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.
MONO. MONOLITHIC T.O.PL. TOP OF WOOD PLATE
MTL METAL T.O.T.B. TOP OF TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE
1. ALL COMPOSITE LINTEL (MARK %') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
"TIMBER
12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
O.H.D. OVER HEAD DOOR TYP. TYPICAL
NOTED
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION
O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE
5. GENERAL:
MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
P.LF. POUNDS PER UNEAR FOOT UL UNDERWRITERS LABORATORIES
2. ALL BOND BEAMS (MARK 'BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND
r
P.SF. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD
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. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS
7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
PROVIDE AN. APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
SPACES SHALL BE GFCI PROTECTED ACCORDa
ING TO NEC 210-B ()•
P.T. PRESSURE TREATED W/ WITH
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED B" TO FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
PART'N. PARTITION WC WATER CLOSET
PKT. POCKET WD. WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/LM.S 602-
WORK'
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8.
PLYWD. PLYWOOD
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
R.O. ROUGH OPENING
S.C. SOLID CORE
FOR MASONRY STRUCTURES.
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0° MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
S.G.D. SLIDING GLASS DOOR
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
SF SQUARE FOOT
S
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
SH SINGLE HUNG
11. ALL HEADERS OVER DOORS AND WINDOWS (2) OR (3) UNLESS OTHERWISE
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
LIFT OVER 4'-0" HIGH CLEAN
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
SPECIFIED IN 111E FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
NOTED. (FOR MOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS).
EN IN WALL THICKNESS).
18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT,
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 R12
9100 OHD 16080
WAYNE DALTON
N/A
W/ 1-1/4• WASHER & 2-3/4" MIN. EMBED.
D.P.= +28.5 PSF
+39.2 PSF -43.7 PSF
2-3 N. EDGE DISTANCE. ' FROM END
-34.8 PSF
B
FL 17499.1
(2) SH 26
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,
0 10- O/C MAX SPACING & 2" FROM EDGE
-32.7 PSF
C
FL 17499.1
SH 16
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.
O 10' O/C MAX SPACING & 2' FROM EDGE
-36.3 PSF
D
FL-7630.2
3080 DR W/
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
SIDEUTE
6" & 14' O/C MAX SPACING.
-34.8 PSF
E
FL 15349.5
4628 FG
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 & Y FROM EDGE
-36.3 PSF
F
FL 17499.1
SH 25
MI WINDOWS & DRS
SOL 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
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
Q
-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
0IV O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
FL 17499.1
(2) SH 35
MI WNDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +29.9 PSF
+55.0 PSF -55.0 PSF
0 IV O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
J
FL-7630.1
2880 SGL LITE DR
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
6- & 14' O/C MAX. SPACING.
-41.7 PSF
K
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
- }/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
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & Y FROM EDGE
-34.8 PSF
M
FL-7630.1
2680 SGL LITE DR
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
6' & 14° O/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
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & Y 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
010" O/C MAX SPACING & 2" FROM EDGE
-34.8 PSF
Q
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 & Y FROM EDGE
-36.3 PSF
R
FL-7630.1
2880 SGL LITE DR
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
6° & 14' O/C MAX. SPACING.
-41.7 PSF
S
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
T
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
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 & 0 FROM EDGE
-34.8 PSF
V
FL 17499.1
SH 23
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55A PSF
O IV 0/0 MAX SPACING & 2" FROM EDGE
-36.3 PSF
W
FL 17499.1
SH 25
MI WINDOWS &DRS
SOL 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
X
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
010" O/C MAX. SPACING & 2' FROM EDGE
-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' TAPCONS W/ 1-1/4' MIN EMBED
(4) FASTENERS PER CUP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.4
ROOFING
NOA NO, 17-0822.13
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
UNDERLAYMENT
NOA N0. 17-0614-.22
POLYGLASS USA
MEMBRANE: POLYSTICKTU 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
RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
SOFFIT
STUCCO
N/A
SPACED 0 EVERY HI RIB (4' 0/C) W/ 1-3/4" EMBED,
N/A
N/A
PER NAIL
a
OUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND
BEFORE GROUTING.
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
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
FOUNDATION NOTES
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON 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 WTH FIBERMESH
CONCRETE BELOW GRADE-3"
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 0 24" D.C.
PLUMBING NOTES
ON 0.006 MSQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG
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 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
SUBSTRATE AT 4" O/C AS FOLLOWS;
OTHERWISE NOTED.
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3 4 LONG STUB NAILS W 3 B HEAD. HORIZONTAL AND VERTICAL WOOD
/ " / / "
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F.,
5. ADEQUATE VER11CAL 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.
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 (6" 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 B".
MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
B. INSTALL CHASE PIPE FOR HVAC.
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
USED FOR SOFFITS DR CEILINGS
REINFORCEMENT AT PERIMETER.
R. RATIONAL
A I NAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
D7. DOLS OWELS AS VERTICAL D 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
1-1/2' LONG AND .120- DIAMETER D.N.D.
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
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.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL"
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
9. PLACING DRAWINGS ON BAR USTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
CONCRETE
STEEL NOTES
GARAGE NOTES
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 BE EQUIPPED WITH SOUD WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY;
HI���SGILJIO
AVALON
LOT 278
MEADOWOOD
COPYRIGHT 2018
TYPICAL "MI" WINDOWS
cV
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52j" 25}"
SH 15 SH 25 SH 35 SH H35
M.O.201/8° M.O.38" M.O.541/B' M.G.271/2'
1x, 2x, OR 5/4 BOARD ix, 2x. OR 5/4 BOARD
P.T. WOOD BUCK P.T. WOOD BUCK-�����\�_�\
38" 1 70" 1 38" 1
SH 35
TYP. BAY WINDOW
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN V* (35 MM) THICK, SOLD OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A- LESS THAN'" (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 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 LLVE UK PART'N TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
WIND:
ULTIMATE WIND SPEED = 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
EON
2x P.T. Lu I
WOOD BUCK
SHOWN TYP.
IRI
M.O. 35 1/4' W M.O. 37 1/4" W M.O. 41 1/4, W M.O. 55 1/2' W
X 98 1/2" H X 98 1/2" H X 98 1/2' H X 96 1/2" H
EDGE OF SLAB EDGE OF SLAB
■ ■ ■ ■
2680 EXT DR 2880 EXT DR
(OUT SWING) (OUT SWING)
F SLAB
EDGE OF
an
M.O. 78 1/2" W
X 98 3/4" H
EDGE OF SLAB
3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4' BOARD OR US.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES.
SYMBOLSLEGEND
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PROJECT LOG
ISSUED FOR PRECON 05-18.18
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C-2
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AS LOCATED ON PLANS
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IMPACT / LOW E
GLAZING AT WINDOWS
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DOORS
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
DRYER
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DRYER VENT LOCATION
FRONT VIEW
R-30 BLOWN -IN INSULATION AT ALL AREAS INCLUDING GARAGE ATTIC
ADDITIONAL 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,INJECTED FOAM - R-14.2 AT EXTERIOR GARAGE WALLS ONLY
8. R-30 BLOWN -IN INSULATION AT ALL A/C AREAS
GARAGE CEILING
(4) 20 METAL
a
0
0
GARAGE FLOOR
ELECT. PANEL / CHASE
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.
(2) 110 S.M.S. TOP & BOTTOM
0 EACH STUD
FINISHED CEILING - SEE
TIP. WALL SECTION
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CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM
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CONT. 25 GAUGE METAL TRACKS
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25 GAUGE CHANNEL SHAPED STUDS
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Z � 2680 a 12080 SGD (3 PANELS)
M °0 9'-4" CLG. 10" 3'-0" 0'-2" SGL LITE W 16" HIGH FG TRANSOM A LW'
N w FLAT ARCH m ®®
SPRING 0 8'-0" SUPER KITCHEN PACKAGE 2'-10 1/2" 13'-9 1/20
m
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PROJECT LOG
ISSUED FOR PRECON 05-18-18
ISSUED FOR PERMIT 06.26-18
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A-2
W = 278
Product Submittal Sheet
vinylcorp. corn 8000 NIN 7gtr, place P6U5476464
Clarkwestam D'Strict, Budding Systems LLC Miami. FJ x1i 33166 j F 3175. 477.A10.6
Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts
available.
1578-50UL 7/8"x1/2" 3-1/2"solid flange, 1-3/4" pertoreted flange
Mid Wall Control Joints -Designed is relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available.
US Patent Number 7,757,450
Caulk all Intersections, butt joints, aide and corners at time of installation.
15
Product Submittal Sheet
vinylcorp. cont 80 0 NW7gtn Flace t 1 6454
e0a este;!1 Dietre t budemg Systbma LLC Mail, Rorlda 3316xi e1 / h 4t98
Soffit Vents (One Piece)
Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &, plaster.
�' C353-300V 5/8" 3" wide vent (one piece) 5" overall width, perforated flanges 15
3" Soffit Vents - Continuous one-piece S9fflt Vent with reinforcing nb to key Into stucco &, plaster. Vent Clips are provided to connect Soffit Vent and
to assist In alignment.
Vent area: 15 square inches per lineal ft,
Caulk all intersections, butt joints, ends and corners at time of Installation.
ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 3268 (SQ.FT.) x 144 = 470,592 SQ IN.
/ 150 = 3.138 SO. 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
FLAT CONCRETE 71LE -
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 301 FELT TIN TAGGED
TO EXT. GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES -
®24" 0/C TYPICAL
W/APPROVED GALV. TRUSS
ANCHORS EA. END
SEE PLAN/ ELEVPLAN/ELEV
GALV. MTL. DRIP
ON IX2 P.T.
2xB PAINTED TEXTURED
SPRUCE FASCIA
CEMEN77TOUS FINISH ON METAL LATH ATTACHED
W/ 3" CON77N000S VENTING
ON ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
MEDIUM TEXTURE DECORA77VE
CEMENTTTOUS FINISH
OVER 8" CONC. BLOCK
NOT TO EXCEED 5/8" THICKNESS
R 4.1 FI-FOIL BETWEEN STUDS
0'-O" FIN. FL. SLAB
12
6 F
INSULATION
PER ENERGY CALC.
RAT RUNS PER
TRUSS MANF.
5/8" DRYWALL OR 112" "TOUGHROCK"
(OR EQUAL) APPLIED TO
UNDERSIDE OF TRUSSES
FIRE STOP
2'-0" CONT. 8046" MASONRY BOND BEAM
P. O.H. W/ 115 CONT. TOP & BOT. - FILL W/ CONC.
- CONT. METAL POUR STOP
Ii DRYWALL
1X2 P.T. FURRING 0 24" 0/C
EXTERIOR BLOCK WALL TO BE
WOOD BASE
MONO. CONC. F0071NG
SEE FOUNDATION PLAN
FOR NOTES &DETAILS
•`, .s .fe".•.III 1-1.
I .. III -III -
_TYPICAL WALL SECTION
SCALE 314" = 1'0"
01
= 6'-0"
FOR
ON IN IN
IN
F-0-1 INS IN
D.P.= +28.5 PSF
O-34.8 PSF
FINISH TO SIMULATE LAP BOARD SIDING U
0 = 5'-0"
EFIXED GLEl
SS
N
D.P.= +33.5 PSF
D.P.= +33.5 PSF b O -36.3 PSF
O -44.8 PSF
231 i- • c
Op D.P.= +31.9 PSF FOR WALLS
-34.8 PSF BLW'
FRONT ELEVATION - AMERICANA
D.P.= +31.9 PSF D.P.= +33.5 PSF D.P.= +33.5 PSF
O-34.8 PSF O -36.3 PSF O -36.3 PSF
I
j,E:l E IdD
D.P.= +33.5 PSF
0D 0-36.3 PSF
iiiL
D.P.= +29.9 PSF D.P.= +31.9 PSF
I
36.3 PSF O -41.7 PSF
(AROUND CORNER)
D.P.= .5 PSF
0 -31-31.3 PSF
a = 6'-0"
12
�6
RIGHT SIDE ELEVATION- CLASSIC
12
6
a=
10'-8" T.O.B.B.
9'-4" T.O.B.B.
M11011
0" FIN. FL. SLAB
MR
-0" FIN. FL. SLAEIAI
PROJECT LOG
ISSUED FOR PRECON 05-18-18 -
ISSUED FOR PERMIT 06-26-18
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9'-4" T.O.B.B. U-
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I III I ----I- - --1 0'-0" FIN. FLOOR SLAB
---------------------- --
D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF
C)l -34.8 PSF 0-34.8 PSF 0-34.8 PSF O -41.7 PSF REAR ELEVATION
(AROUND CORNER)
00
LU
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1/4" = 1'-O" U.N.O.
ELEVATIONS
A-3
PROJECT LOG
ISSUED FOR PRECON 05.18-18
ISSUED FOR PERMIT 06.26-18
TYPICAL INSTALLATION
„ WINDOW ASSEMBLY
MARBLE SILL-� CAULK
AS REQUIRED
MANUFACTURER
'i °' MORTAR OR . p VINO.{ DOW INSTALL
GROUT °' T�—a—�-�
A .
1/2"
DRYWALL �' . • 'P .. "°' :::. a .....
•.i _ 3/4" FURRING TO •
MASONRY WALL .
6'-6"
*CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2017 703.4
LIQUID APPLIED FLEXIBLE CONCRETE
FLASHING WATER PROOF PRODUCT TO
MEET AAMA 714
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPECS
SET SILL IN FULL
MORTAR BED AND HEAD JOINT
STUCCO OR
�DECORATIVE
CEMENTITIOUS COATING
C.M.U.
PRECAST SILL DETAIL
CONCRETE WATER PROOFING APPLICATION
D.P.= +31.9 PSF
O-34.8 PSF
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
GARAGE BEYOND D.P.= +28.5 PSF
O-34.8 PSF
D.P.= +31.9 PSF
O-34.8 PSF
u.r = Too.° rar
O-36.3 PSF
14'-0" T.O.B.B.
ll'-4" T.O.B.B.
10,4' T.O.B.B.
3-0. 9'-4" T.O.B.B.
3-0
D.P.= D.P.= +33.5 PSF
O-36.3 PSF L0 5--0-
D.P.= +31.9 PSF PROVIDE CEMENTTOUS
O -34.8 PSF FINISH PRIOR TO
METER INSTALL
0'-0" FIN. FL. SLAB,
LEFT SIDE ELEVATION - CLASSIC
CEMENTTOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
R U.P.= +31.9 PSF
-41.7 PSF
BUILDING SECTION A -A
—CONC. COLUMN
WEATHER STRIPPING
ix2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
STUCCO FINISH
CONIC OR MASONRY
BY DOOR MANE.
1-1/2" CASE HARDENED COIL
PERIMETER SEALANT
2x6 P.T. BUCK RIPPED
GARAGE DOOR
NAILS AT 12" 0/C• MAX.
CONIC. OR MASONRY
TO WIDTH DOOR JAM
GALV. SM. VERT. TRACK
CK B FASTENED TO
TRACK
TRACK BRACKETS
CONIC. OR MASONRY
o o p°
1x6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENE
SET IN SEALANT FASTEN
W/ 1/4" DIA. x 3-1/4"
TAPCONS 3" FROM E.E.
COIL NAILS AT 12" O/C.
go
Qpo 0 AND 12" 0 C MAX.
/
RI
CARRIAGE
� i/LTS
o oop MAX.
o o° Q
BOLTS &LOCK NUTS
& LOCK
DRYWALL BOARD
DOOR TRIM
GALV! SM. TRACK
CAULKING
BRACKETS FASTENED
UMINUM FRAME, FASTEN
DRYWALL BOARD
DOOR FRAME
TO WOOD JAMB W/
3/16"xi-1/4" LAG SCREWS
O STRUCTURETHRU BUCK
/ 31116" TAPCON SCREWS
IAL
CAULKING
FASTEN TO BUCK W/
(2) /6 GALV! x 2"
2x8 P.T. ATTACHED TO
12' 0/C. MIN. 1-1/4" EMS
D
DOOR FRAME
lij
SCREWS 0 2'-0" 0/C
MANU'S METHOD OF COLUMN W/ 5/8"WEDGE
ATTACHMENT SHAH. ANCHORS 0 2'-0" 0/C VERT.
ERIMETER SEALANT
FASTEN TO BUCK W/
(2) 3/16"x2-1/2" TAPCON
DOOR TRIM
PREVAIL 6HEN SUBMITTED
W (6" MAX. FROM ENDS) AND
STUCCO FINISH
SCREWS 0 2'-0" O/C
PERIMETER SEALANT
COMPLETE INSTRUCTXWS
2" FROM INSIDE 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) r A.B. TO EACH SIDE OF THE
TO STRUCTURE THRU BUCK
DOOR THRESHOLD SET
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
W/ 3f16" TAPCON SCREWS
ALUMINUM FRAME
OOR FRAME FASTEN
IN BED OF CAULK &
4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
0 12 O/C. MIN. 1-1/4" EMS
D SECURE FRAME TO SILL
TO BUCK W/(2) 3/16"x
FASTENED TO SILL W/
BRACKET.
WITH SILICONE
2-1/2" TAPCON
#8 x 1 1/2" SCREWS
PERIMETER SEALANT
CAULKING
SCREWS 0 2'-0" O/C
0 18" O/C
STUCCO FINISH
PERIMETER SEALANT
CONC. OR MASONRY
FLOOR COVERINGFLOOR
COVERING
lx2 MIN. P.T. BUCK SET IN
Qc 0
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX.
DRYWALL BOARD
o : Oh o°O
PRECAST OR POURED
SILL W/ 1 #5 BAR
n
y . ,. :,• ., 0
o
dpo °op5.
GROUT BED
0 0
° o °o� 'O '6
CON.. 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
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 COM®INATION OF 2x & lx PRESSURE TREATED LUMBER.
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING
FOR MINIMAL EMBED REQUIRED AS NOW PER PLAN.
14'-0" T.O_ B.B,
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U.N.O.
SECTIONS
ELEVATIONS
A-4
ENG. AND APPROVED WOOD TRUSSES SEE
TYP. 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
4'-0"
CONT. MASONRY BOND BEAM
CONT. POUR STOP
8" CMU WALL
1
A5 CONNECTION DETAIL
ENG. AND APPROVED WOOD TRUSSES SEE
TYP. 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
B" CMU WALL
2
A5 CONNECTION DETAIL
USP KCCO44 OR
SIMPSON CC044sds2.5
FASTEN PER MAN'F. SPECS
56801 MAX
WOOD POST
SEE FRAMING PLAN
(6) 1/4"x2-1/2" LG.
SDS SCREWS TO POST
SIMPSON HDU5
HOLD DOWN 56451 MAX.
(1) 5/8" DIAL
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
TIE BEAM OR BOND BEAM
I CONT. 2x4 RIBBON W/ 3-16d
2x4 CROSS NAILS EA. STUD
BLOCK ® 24"
O/C TYP. TOE
NAIL EA. END
W/(3) i6d
NAILS
TYPICAL TRUSS
as CONNECTION DETAIL
ALLOWABLE LOAD 1061 //7RUSS UPLIFT
NOTE: MAY OE 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 ® 24" 0/C
SIMPSON MOT W/ 22-10d
NAILS INTO TRUSS
CONC. TIE BEAM OR
MASONRY BOND BEAM
MAX. UPLIFT = 3965#
a5 CONNECTION 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 MANUF,
SPECS MAX. UPLIFT (1) FGTR = 5000#
(2) FGTR MAY BE ADDED TO ACHIEVE
4 DESIRED UPLIFT = 9400# MAX.
A5 CONNECTION DETAIL
1/4" THICK PLATE
HANGER
4"
'9'
N
A
1)
3/16"
(2) 1/2" DIAL
THROUGH BOLTS
OW A CHORSD WOW
4" MIN. EMBED.
a5 CONNECTION DETAIL
PER TRUSS MFR.
i
•
N
"LOTTS" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED ,LOAD
ALLOWED
UPLIFT
APPLIED UPLIFT
LINTEL
SPECIFICATION
1
17'-4"
1413
545
581
240
8F24/181T
2
4'-0"
10000
257
7184
106
8F32/iBiT
3
4'-0"
8859
250
5572
100
BF16/1B1T
4
4'-0"
8859
250
5572
100
8F16/181T
5
5'-4"
5809
250
3057
100
BF16/101T
6
5'-4"
5809
250
3057
100
81`i6/181T
7
3'-6"
10000
1057
9578
371
8F40/191T
8
4'-0"
10000
0
7184
0
BF38 iB T
9
5'-4"
1773
0
1135
0
8FB/1B1T
10
5'-4"
5809
946
3057
380
8F16/1B1T
11
4'-0"
2866
0
1753
0
BFB 1BiT
12
4'-0"
8859
1222
5572
365
8F16 lB1T
13
4'-0"
10000
920
7184
331
8F38/1BiT
14
13'-4"
504
0
555
0
8F8/iB1T
15
13'-4"
2047
i611
866
621
8F24/1B1T
i6
4'-0"
10000
0
7184
0
8RF38/1BiT
17
10'-6"
1664
1611
830
621
8F16/1B1T
18
3'-6"
10000
408
7428
133
8F16/1BiT
19
7'-6"
2882
771
1548
308
8F16/1B1T
20
4'-0"
10000
400
7184
177
8F32/iBiT
21
5-10"
757
0
722
0
8RF6/1BOT
22
5'-10"
10000
462
5480
220
8F32/iB1T
23
3'-0"
10000
376
9578
250
1 8F56/181T
24
7'-6"
6288
1123
2436
412
8F24/1BiT
25
3'-6"
10000
396
8000
233
8F64/1BiT
26
8'-0"
5380
250
2151
102
8F24/1BiT
27
3'-6"
10000
390
8000
233
8F64/1BiT
(3) 160 M.
2)) 10d TYP.
A. TRUSS
REINFORCE VERTICAL MEMBERS
OF GABLE END TRUSS W/2x4
T-BRACE AT EA. VERT.
NAIL w/16d NAILS ® 8" 0/C
(k CONNECTION DETAIL
ROOF SHEATHING NAIL PER SCHEDULE
CONT. FASCIA BOARD (SEE WALL SECTION) NAIL
TO LADDER W/ 16d ® 8" O/C
2x4 LADDER FOR D.H. 0 12" 0/C
e.wax CONT. 20 LADDER PLATE ANCHORED TO GE
TRUSS W/ 16d NAILS ® B" O/C MAX.
2x4 DIAGONAL BRACE RESTRAINT ® 4'-0" O/C
WALL SHEATHING NAIL PER SCHEDULE
GABLE END FASTEN TO SLEEPER W/ 16d NAILS
0 4" O/C TYPICAL
CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI
XDNI 2-5/8" LG. ® 6" O/C
USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS
® EA. TRUSS VERT. WEB (24" 0/C)
CONT. CONIC. OR MASONRY TIE BEAM SEE TIE
BEAM SCHEDULE
2x4 LATERAL BRACING ® 4'-D" O/C
PROJECT
LOG
ISSUED FOR PRECON
05-18-18
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9-19
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PLAN
TYP. 0 WALLS 8U8 BF16-0/7 8F16-i8/1T 8F24-OB/lT 8F24-18/lT BF30-18/1T --
A-5
BMW - 218
9'-4" PLATE HT. ,('1J'
10'-811 PLATE HT.
11'-4" PLATE HT.
12'-0" PLATE HT.
14' -0" PLATE HT.
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
il 1
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 DETAILI
a: EDGE STRIP DEFINED AS THE LESSER OF 10%
OF LEAST HORIZONTAL DIMENSION OF BUILDING
OR 407 OF HEIGHT H BUT NOT LESS THAN 4% OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF ZONE
NAILING REQUIREMENTS.
0
0
ROOF ZONE DIAGRAM
6'-
4-3/16"
8" CMU
2'-01' Wall
Typical End Detail
w/ Level Return
HARDWARE:
=HUS26 HANGERS (QTY. 16)
=U24 HANGERS (QTY. 7)
MIDI
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
STRAP
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (Fi)
MARK
USP
CONNECTOR
TRUSS
71E-BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-i
TA12
5 10d x 1-1 2'
-
990 f
1980
335 1
670 1
245 1
490
TC-2
TA14
7 10d x 1-1 2"
-
1205 j
2410 1
335 1
670 1
245 111
490 111
TC-3
HTWM16
8 10d x 1-1 2"
(4) 1 4' x 1-3 4' WAB.
1 1225 #
-
12251
1225 1
-
TC-4
HTA16
9 Iod x 1-1 2'
-
1870 1
2430 1
710 1
1JIOJ
1 270 1
1215 If
TC-5
HTW20
(20) 10d x 1-12"
24) 10d x 1-12'
1530 1-
-
-
-
-
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. 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 1
ZONE 2
ZONE 3
PANEL
FRAMING
BOUNDARIES
EDGE
INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
EXPOSURE 1, OR EQUAL
SPAN RATING 40120
19132.
24" O/C
MAX.
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
6' 0 C
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
6' 0 C
8d RING-
SHANK
6" O/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
19/32
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
INT.
WALL
APA RATED SHEATHING
EXPOSURE 1, OR EQUAL
SPAN RA71NG 32 16
15/32
16" 0/C
MAX.
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
12' 0 C
BLOCK FREE
EDGES
238 LBS. MAX.
TC-1
11
3136 LBS.
SEE DETAIL 3/A5
1198 LBS. E.E.
TC-2
9
WALL HEIGHT CHANGE
1116611
882 LBS. MAX
WALL HEIGHT CHANGE
lov
LBS. MhX.
L176 LBS. MAX. EE
TC-2 I
TC-2
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TC-1 r
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WALL HEIGHT CHANGE
WALL HEIGHT CHANGE
MAX.
TC-1
1888 LBS. MAX.
PROJECT LOG
ISSUED FOR PRECON 05-18-18
ISSUED FOR PERMIT 06-26-18
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TRUSS PLAN
we
W - 278
PROJECT LOG
(ISSUED FOR PRECON 105-18-18I
ISSUED FOR PERMIT 06-26-18
ALL VANITY LIGHTS TO
BE 100" A.F.F
NOTE: GARAGE PUSH BUTTON
LOCATED 0 60' ABV GARAGE FLOOR
72' MAX.
NOTE: ALL EDGE OF SWITCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
*NOTE*
— ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECORA
— ALL SWITCHES TO BE DECORA
NOTE: ACCEPTABLE SMOKE & CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE-91209
C/O—SC9120B
KIDDE SMOKE-21007581
C/O 21006377—N
NOTE: PROVIDE ARC —FAULT CIRCUIT
INTERRUPTER PROTECTION FOR ALL
RECEPTACLE AND LIGHTING OUTLETS
INCLUDING SMOKE DETECTORS PER
2017 NEC 210-12 (B)
G
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
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 GFI
1
20
12
1.5
0
12
GEN. LIGHTING
1
15
14
5.7
0
1
GARAGE 220 AMP
2
50
6
10.0
0
56.6
9.6
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 18.64
A/C LOAD AT 65% = 6.24
TOTAL = 34.88 34.88 x 1000/240 = 145.3 AMPS
FIELD VERIFY LOCATION
AT FRAME WALK
L 4'-0"
INTERIOR ELEVATION -
"WallMountedTV" OPTIOt
C GREAT ROOM
(1) SETS OF (3) 14/0 AWG. THWN
IN 2" CONDUIT
200 AMP SERVICE
p METER
DISC. CO *A'PANEL
200 A
IL
5/8" CDX 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.
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ELECTRICAL
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E-1
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14 m4
7
53001 DENT IPI N E DKIVE
FOKT r]EKCEB FL 34951
PROJECT LOG
ISSUED FOR PRECON
05-18-18
ISSUED FOR PERMIT
06-26-18
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