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PROJECT LOG
ISSUED FOR START 11-12-20
ISSUED FOR PERMIT 01.21.21
GENERAL NOTES
THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 71H 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 BY
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020
ABBREVIATIONS
ABV
ABOVE
EYT.
EXTERIOR
AFF
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
B.F.
BI FOLD
FIR
FRENCH DOOR
B.P.
BI PASS
FIN.
FINISHED
BLK.
BLOCK
FL
FLOOR
BLW
BELOW
G.T.
GIRDER TRUSS
BRIG.
BARING
GA.
GAUGE
BTM.
BOTTOM
GALV.
GALVANIZED
OLD.
CEIUNG
GFl
GROUND FAULT INTERRUPT
CMU
CONCRETE MASONRY UNITS
GL
GLASS
COL
COLUMN
GWB
GYPSUM WALLBOARD
CONIC.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT.
CASEMENT
HOT.
HEIGHT
DBL
DOUBLE
HIPS.
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
EE,
EACH END
I.G.
LONG
ELEC.
ELECTRICAL
UN.
UNEN
ELEV.
ELEVATION
LT.
UGHT
ES.
EACH SIDE
LT.
LAUNDRY TUB
TLETS
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS BE ASTM C 0-90. ASTM GRADES NI OR NIL. PROVIDE PRECAST
LINTELS AS NECESSARY. (I'm = 1500PSI)
1. PROVIDE 1x2 P.T. P HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8'-0' 0/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
VERT. MAX AND ALL OTHER LOCATIONS PER F.B.C. SECTION 716
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 27G-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2 ALL GAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2 ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2020 FLORIDA BUILDING
CODE 7th EDITION
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3D00 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
& WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
ACCORDINGLY.
& EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE.
VERTICAL:
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 SUBMITTE P TO THIS
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR tot 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 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 FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411OF
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDAEGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
PIES FOR ARCHITECTS RENEW
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES
7. PROVIDE DISCONNECT SNITCH OF SIZE AS REQUIRED BY LOAD AND UNITS
C. VERTICAL REINFORCING STEEL STALL 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
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBIUTY TO
& 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
B. 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.
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 WATT 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
CONTINUE UNINTERRUPTED.
SELECTED BY BUILDER.
MIN.
M.O.
MINIMUM
MASONRY OPENING
T.O.
T.O.B.B.
THROUGH OUT
TOP OF MASONRY BOND BEAM
HORIZONTAL:
BEAM SCHEDULE NOTES
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUP$ TOP AND
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN W PLAN.
MONO.
MTL
MONOLITHIC
METAL
T.O.PL
T.O.T.B.
TOP OF WOOD PATE
TOP OF TIE BEAM
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
1Z PROVIDE PRE- WRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
O.H.D.
O/C
OVER HEAD DOOR
ON CENTER
TYP.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL
NOTED
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTIQN.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
P.L.F.
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
2. ALL BOND BEAMS MARK 'BB° REINFORCING SHALL BE CONTINUOUS THROUGH BOND
( )
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ ASC.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
- 7-16/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a).
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 8' TO FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
PARTN.
PARTITION
WC
WD.
WATER CLOSET
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E 7-16/T.M.S. 602-
WORK.
D. CARPENTER SHALL RESPONSIBLE FOR PROLAPSE ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
PKT.
PLYWD.
POCKET
PLYWOOD
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY W SPECIFICATIONS
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS.
R
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
15, SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BAT UGHTING CIRCUITS
R.O.
ROUGH OPENING
FOR MASONRY STRUCTURES.
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
S.C.
SOLID CORE
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
S.G.D.
SF
SUDING GLASS DOOR
SQUARE FOOT
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 TO BE (2) OR (3) 2X72'S UNLESS OTHERWISE
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
LIFT OVER 4'-0' HIGH CLEMIOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION ANO
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
SPECIFIED IN THE FOUNDATION AHO MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
NOTED. (FOR WOOD FRAME CONSTRUCTIOIN DEPENDING ON ALL WALL THICKNESS).
18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 12D-VOLT,
SINGLE PHASE 15 AND 20 DWEWNG UNITS
INDIAN RIVER 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. HODS
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.= +29.3 PSF
+29.3
+39.2 PSF -43.7 PSF
2-3 4' MIN. EDGE DISTANCE. 6' FROM END
PSF
B
FL 17499.1
2 SH 26
()
MI WNDOWS & DRS
SGL IMPACT
3/18' 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
-34.9 PSF
C
FL-20468.5
LASED PANEL 308
THERMA TRU
N/A
1/4' TAPOONS W/ 1-1/47 MIN. EMBED CORNERS 0
D.P.= +32.2 PSF
+50.0 PSF -50.0 PSF
DR W/ SIDEUTE
4' & 14.5° C/C MAX SPACING.
-35.1 PSF
D
FL 15349.5
4624 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.8 PSF
+50.0 PSF -50.0 PSF
EQUAL SPACING & 3' FROM EDGE
-37.8 PSF
E
FL 17499.1
(2) SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
O.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2- FROM EDGE
-34.9 PSF
F
FL 15349.5
3020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.8 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-37.8 PSF
G
FL 15349.5
3020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.8 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & Y FROM EDGE
-37.8 PSF
H
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16° TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.8 PSF
+55.0 PSF -55.0 PSIF
01T O/C MAX SPACING & 2- FROM EDGE
-37.8 PSF
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +3&2 PSF
+55.0 PSF -55.0 PS
0 10- O/C MAX SPACING & 2- FROM EDGE
-36.2 PSF
J
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +29.7 PSF
+55.0 PSF -55.0 PSF
01Y O/C MAX SPACING
-32.6 PSF
K
FL 17499.1
(2) SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.5 PSF
+55.0 PSF -55.0 PS
0 10' O/C MAX SPACING & 2- FROM EDGE
-34.5 PSF
L
FL 174911
SH Hb3
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +34.8 PSF
+55.0 PSF -55.0 PS
0 10' O/C MAX SPACING & 2- FROM EDGE
-46.6 PSF
M
FL 17499.1
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.9 PSF
+55.0 PSF -55.0 PS
0IT O/C MAX SPACING & 2' FROM EDGE
-36.8 PSF
N
FL 17499.1
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/18' TAPCONS W/ 1-1/4' MIN EMBED
D.P.- +33.9 PSF
+55.0 PSF -55.0 PS
010' O/C MAX. SPACING & 2' FROM EDGE
-36.8 PSF
0
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.8 PSF
+55.0 PSF -55.0 PSIF
0IV O/C MAX SPACING & 2" FROM EDGE
-37.9 PSF
P
FL 17499.1
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/18" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSIF
0 10' O/C MAX SPACING & 2- FROM EDGE
-36.9 PSF
PRODUCT
MODEL
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULUONS
MAX. 104-1/4' HORIZ
MI WINDOWS
&DOORS
1/4' TAPCONS W/ 1-1/4' MIN EMBED
(4) FASTENERS PER qJP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.9
ROOFING
NOA NO. 18-0829.05
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
FL 5374-R5
HIP AND RIDGE CHANNEL METAL
EAST COAST
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160
-83.4 of
P
-169 at
p
METALS, INC
ROOFING
ASTM FELT
N/A
MEMBRANE 30/ FELT
N/A
N/A
UNDERAYMENT
D-226 /30
BUTTON CAPS 12- GRID, 6' O.C. AT A MIN. 4' HEAD LAP
ROOFING
NOA NO. 17-0614-.22
POLYCUSS USA
MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE
UNDERAYMENT
SBS UNDERLAYMENT
INC.
PLIES NAILS AND TIN CAPS 12' GRID, 6' O.C. AT A MIN. 4'
N/A
N/A
PEEL & STICK
HAD AP
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
N/A
7/0" LC., 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH
N/A
N/A
SPACED NOT MORE THAN 6'
BAHAMA SHUTTERS
FL 2681-R5
MERICAN SHUTTERSS
WX 2-1/4-TAPCONS. W/ (3) TAPOONS IN THE TOP TRACK
+56.0 PSF
-63.0 PSF
SYSTEMS ASSOC.,
AND (2) TAPCONS IN THE BRACKETS ON EACH SIDE OF THE WINDO
INC
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. 2 OR BETTER AND SHALL PROVIDE
AMP BRANCH CIRCUITS SUPPLIING OU
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI
OR
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
FOUNDATION NOTES
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER -
IN HORIZONTAL SHEAR AND SHALL HAVE A 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-2' UNFORMED
PLUMBING NOTES
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 2x4 0 24' O.C.
ON 0.006 VISQUEEN (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 REIN
FORCING NFORgNG STEEL TO BE GRADE 80.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE
SUBSTRATE AT 4' O/C AS FOLLOWS:
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY NTH F.B.C. PLUMBING CODE CHAPTER 11.
OTHERWISE NOTED.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF ZOOO P.S.F„
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.
ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
B. 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
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REWIRED AT WINDOW AND
DOOR BEAMS (28- MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'.
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LED, 7/16" CROWN METAL
MTL FRAMING: SELF TAPING SCREWS f12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.
USED FOR SOFFITS OR CEILINGS
6. ALL IC F007INGS HAVE BEEN CHECKED
THAT
T THE USE OF TRONLY EIF
REINFORCEMENT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT
7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING NTH SAME SIZE AND NUMBER OF
DOWELS AS VERTICAL BARS ABOVE
15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM, TYPE TO BE CRF 112E
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL
1-1/2' LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. ERE SPUCED AND SHALL BE
WHERE
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 4B BAR DIA. MIN.
WIND LOADS PER F.B.C. 2020 7TH EDITION & ASCE 7-16.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL'
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
9. PACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN,
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WTI SOLID WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY;
RENTON JEM
LOT 04
MEADOWOOD
COPYRIGHT 2021
TYPICAL "MI" WINDOWS
1I L L_ [I [V ❑ N ❑ N
18}• 36" 52d" 254"
SH 15 SH 25 SH 35 SH H35
■ ■ ■ ■ ■ ■ ■ ■
M.O. 20 1/8" M.O. 38" M.O. 54 1/8- M.O. 27 1/2'
x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD
P.T. WOOD BUCK P.T. WOOD BUCK
38' 70" 38"
(
w1su
SH 35
TYP. BAY WINDOW
`9Y
Mal
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN V' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PATES A-36 LESS THAN It (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) Z DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARA71NG 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.
& THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE
LOCAT10N LYE DEAQ PAR7'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.
BURRING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
Na THIS STRUCTURE IS DESIGNED IN ACCORDANCE
NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-15. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WNDOWS 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
El
1 /
2x P.T.
WOOD BUCK
SHOWN TYP.
M.O. 35 1/4' W M.O. 37 1/4' W M.O. 41 1/4- W M.O. 55 1/2' W M.O. 78 1/2" W
X 98 1/2- H X 98 1/2- H X 98 1/2' H X 98 1/2" H X 98 1/2- H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
f`\�J EDGE OF SLABQ
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 30$0 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 26, 5/4" BOARD OR ix6.
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
DRAWING INDEX
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O ISOLATED PAD
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COLUMNS 48 BAR DIA.
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OR W.W.M.
WELDED WRE
PAD REBAR
FOOTING REBAR
MESH (SEE
11'
SEE F0071NG SCHED.
SCHED. SEE FOOTING SCHED.
SCHEDULE)
EDGE BARS ALWAYS
QUIT CENTER BAR WHEN
I, I
REMAIN. SPACE
ONLY (2) REGO.
I i
07HERS EQUALLY.
38
EXT, CONT. MONOLITHIC
MASONRY WALL BEYOND
PAVER RECESS
CONC. BRICK PAVER
SET IN SAND
SLOPE PER SURVEY
FOOTING SEE SCHEDULE
L,
SEE 07HER
EQ, EQ. DETAILS FOR
SEES EOULE F0077NO
BEYOND
19 EXT, MONOLITHIC AT PAD
WOOD POST, RBERMESH OR
SEE FRAMING PLAN WELDED WIRE MESH
PAD REBAR
SEE FOOTING SCHED.
EDGE BARS ALWAYS
REMAIN. SPACE
07HERS EQUALLY.
EQ. EQ.
SEES EDULE
(D IN . MONOLITHIC PA
OVERHEAD GARAGE
OHD RECESS
DRIVEWAY / GARAGE INTERSECTION
CONIC. POURED FILLED
CELL W/ STL. PER PLA
DOWELL & EPDXY (1) #5
REBAR INTO SLAB 0
FILLED CELL LOCATION W,
4" MIN. EMBED. INTO SLA
48 BAR DIA. SPLICE
IL
f�
8"x8" PRECAST
4:_
LINTEL. SEE LINTEL
SHOP DINGS.
A'
FILL COLUMNS
AND LINTEL SOLID
W/ GROUT
8"x8" FILLED
CELLS W/ I
VERT. (TYP.f
TYPICAL
DETAIL
LINTEL ON
COLUMN
48 BAR DIA. SPLICE
2.
SEE BEAM SCHEDULE
FOR REINFORCEMENT
1 GL7111L�
FILL COLUMNS SOLID 8°x8• FILLED CELLS
W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN
SCHEDULE FOR REINF.
TYPICAL DETAIL
BEAM HEIGHT CHANGE
TYP. HOLLOW
MASONRY BLOCK
RUNNING BOND
PER PLAN
MISSED COLUMN
STL. DETAIL
,ONC. SLAB &
AONOLITHIC
FOUNDATION
PER PLAN
FOOTING SCHEDULE
MARK
SIZE WxD
REINFORCING
DESCRIPTION
DETAIL
NO.
F-1
20' x 180 X CONT.
W/2 /5 CONE.
EXTERIOR MONOLITHIC
I
F-2
20' x 18" X CONT.
W/2 15 CONE
EXTERIOR MONOLITHIC
0 RECESS
38
F-3
1 2'-6' x 2'-6" x 12'
W/3 15 E.W. BIM.
PAD 0INTERIOR
WOOD POST
6
F-4
4'-6' x 3'-O' x 12"
W/4 15 E. W. 8TM.
ISOLATED PAD
7
F-5
3'-6' x 1'-80 x 12'
W/3 15 E.W. BTM.
MONOLITHIC 0 PAD
19
F-6
2'-6' x 3'-0' x 12"
1 W/3 15 EW. 8TM.
MONOLITHIC 0 PAD
19
TE-1
1 70x DROP x CONT
W1115 CONT.
THICKENED EDGE
AT DROP
34
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIPTION
C-1
8x8
BLOCK
CONC. BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT.
AT 6'-0° O/C MAX. AND AT EVERY CORNER AND
BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WIDE
C-2
8x16
BLOCK
CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-15 VERT. EACH CELL
AS LOCATED ON PLANS
C-3
IRREGULAR
BLOCK
45' MIIERED CONC. BLOCK IN FULLY
GROUTED CELLS W/ 2-15 VERT.
C-4
4"X4'
WOOD POST
PROVIDE BASE AND CAP AS NOTED ON DETAILS
7'-10" 7'-10° L 16'-O° 1'-4' 6'-8" 19'-B-
I
I
f0'-8'
9-4 OBB
9-4 L0.8.8. STEP OUT I
T—a• s'—o• s
FOOTER
SH 35 AT COLUMN I F6 C2 4'-10' '-2' 1'-6° 1'-8'
C2 HEAD 8'-0" C2
■ ■ ■ ■ ■ ■ ao I ■ ■ (2) H 35
HEAD ®8'-0"
— — — —� c2 ■ ■ ■ ■ ■ — — — — — — —
F1 C2
I I — — — — — — — — -- — — — — — — — — - TTSF
F1
w
ENr, I FORM SHOWER PAN
^p I F1 1 1/2' LARGER ON ALL
o SIDES THAN ACTUAL
F1 F1 o I FINISHED
SHOWN HDIMS.
E E
I _ O 6'-5 1/2" 1 1 °
•i I �� IO 6• SHOWERJE
12080 SGD N � I C3 RECESS L
• ■ i/
i
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14'-4"
I
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7
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a 8'
I o
o
FORM SHOWER PAN
1 1/2° LARGER ON ALL
SIDES THAN ACTUAL
�^
■
—
—
— FINISHED DIMS.
SHOWN HERE
■
F2
6"
6° SHOWER
M
N
RECESS G
I
�=
I
2'L3° _�
3'- 0
9'-7"
SUPPLY PLUMBING & -
ELEC. TO ISLAND UNDER
SLAB
FLOOR OUTLET
W/BRASS COVER
NOTE:
ALL COLUMNS ARE C1 U.N.O. 0
0_O' RN. FLOOR SLAB
• I �-1 F1
3080 DR W/
SIDEUTE &
FG TRANSOM ABV — —
M ■ F1 N N
rA
■ ■�
■■
I
6'-11° 1a
I II I TE-1
O 1.11L J 14" a
— — NOTE: FORM GARAGE SIDE DEMISING WALL
"HEAD
■■ ®\RECESFINISHED"SMALLER DIMS SHOWN N ACTUAL
268'-0• C2 F2
\
'N \
IeI I■■� ■ ■ I I "r 5-B 6-8
2 SH 26 ■ ■■ • I ■■ ■ I c2 ■
EA M 8-0 ® UNDER SLAB \ \
_ _J LINE CHASE \
C2
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F4 C4ai oo \\
ao ~~ I
m:r \
co I 8° W X 5-)r D RECESS \ \\
d a FOR PAVERS (FOOTING \\
m m DEPTH MEASURED FROM \\
0 o BOTTOM OF RECESS) W/ \�
6° W X 3/4• D RECESS \
uo I BEHIND (SLOPED)
i
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I ELEC. PANEL
EXTEND 5-1/ " DEEP RECESS 4°
PAST EDGE 01 OPENING, TYP. F2
A FINISH IDGEOFCONCRETE �■ L----------------------�
A4 AT REC 7SS, TYP. N C2
o `? JF�W�sn ■ ■
— — HEAD 6'-0• — —
3-6• /3'-71-
9,_4•
6'-C'
7-2°
2'-8°
2'-8-
CONC. PAD
M
PROJECT LOG
ISSUED FOR START 11-12-20
ISSUED FOR PERMIT 01-21.21
LLI
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FOUNDATION
PLAN
A-1
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7.
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CALCULATIONS
TOTAL U/A
COVERED ENTRY
COVERED LANAI
GARAGE
TOTAL AREA
2,503 S.F.
55 S. F.
168 S.F.
661 S.F.
3, 387 S.F.
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-40 BLOWN -IN INSULATION AT ALL A/C AREAS
7. IMPACT WINDOWS.
(2) 110 S.M.S. TOP & BOTTOM
® EACH STUD
FINISHED CEILING - SEE
TYP. WALL SECTION
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM W/ (1) #10 SMS 0 24"
25 GAUGE CHANNEL SHAPED STUDS
24" O/C W/1 FULL LENGTH LAYER OF
1/2" TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
1• LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12" O/C
CONC. FLOOR SLAB
HILD PINS .145' DIA x 1' LG.
® 16" 0/C W/ 1' WASHERS
INTERIOR PARTITION
A-2 3/4" = 11-011
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
TOTAL AIR
VOLUME CUBIC
FEET = 24,279.1
U VALUE SHGC
IMPACT .62 / .25
TYP. WINDOW
VERTICAL HEIGHT
SEPARATION IS 8"
(2) 110 SM.& TOP & BOTTOM
® EACH STUD
FINISHED CEILING - SEE
TYP. WALL SEC77ON
2x6 BLOCKING 0
CABINET LOCATIONS.
FASTEN EA. END TO
STUDS W/ (2) #10
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS-
(20 STUDS 0 16- 0/C) (2x6 STUDS
24- 0/C) W/1 FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12' 0/C
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONC. FLOOR SLAB
HILTI PINS .145' DIA x 1' LG.
® 16' 0/C W/ I- WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/4` = 1`Jo
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 R302.9.2 AND BE LESS THAN THE VALUE
OF 200.
0
DRYER VENT
12`
DRYER VENT LOCATION
FRONT VIEW
FINISHED CEILING
2x WD BLOCKIN(
EACH SIDE OF h
FOR MOUNTING
2x MTL. STUDS
TYP.
FINISHED FLOOR TYP, MEDICINE CABINET
AC CONC. PAD DETAIL
N.T.S.
ItylER:909111ki 3
2x4 STUD:
GARAGE FLOOR
ELECT. PANEL / CHASE
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B"
(A�A
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60,-0"
26'-4'
7'-10'
7'-10'
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1'-4"
6'-8"
1 '-8' T.O.B.B.
I
I
I
1O'-8•
.O.B.B.
9'-4 T.O.B.B.
I
9'-4"
.O.&B.
OSH
35
(EG
SS)
14'-4'
(2) SH 35
a LINEN
r—
— — — —
— — —
6'-51
13'-4• iNv
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°
wx-
2'-4-
II
2'-4-
PAVERS
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I
■
D
s'COVER
x
CLG.NOOK
MASTER
4q
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4
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SUITE
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10'-a" CL.
2aeo
■
(ABV MAIN S B) .�
9-4°/10'-4' CLG.
M
o
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I
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O 12080 SGD (3 PANELS)
a
4'-4'
\
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t1
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�I5 BEDROOM 3
I FROM 36'-5 '-96'
- o
k�I 9'-4" CLG. T
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21'-2"
1'-8"
4' 12'-0•
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o 8'-a"
f0
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a I0
Q
2880 ?
2680
= 3 zI °
I 5080 BP
■
I KITCHEN CR WN
HIS
9-4" c
°
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N
a
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GREAT ROOM
c—
10'-8' CLG.
I IT
DEL 5080 BP d
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.
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I
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12'-0'
3'-6'
N
P
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.
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TEMP FRM
GL TO FLIR
BATH
a
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b
TOP OF G1.
0 84" A.F.F.
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9'-4• CLG..
M
SS SHELF
® 7 -6'
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7'
®
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11'-4'
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9'- ° CLG.
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GARAGE SEPARATION
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9'-4" CLG.
■
■
REQUIREMENTS PER
308C D W/
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6'-6
18,-0" R302.6
SIDELITE ARCHED.
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o
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■ 20 MIN. SOLID CORE
S-3' 3'-3-
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22•x54'
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2'-3'
2'-3"
2'-8"
11-4
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9'-4'
S-11"
2'-8'
6'-0'
2'-8
S-11'
7'-2"
7'-3°
9'-10'
7'-3'
13'-3"
11'-4°
11'-1'
24'-40
60'-0°
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PROJECT LOG
ISSUED FOR START 11-12-20
ISSUED FOR PERMIT 01-21-21
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Product Submittal Sheet
v'ny I carp cam r9or NIV 79� .? 4
s„ r netion ..ySystEir=__.., virE, I, FIE), or ,> 4e'11�5
Soffit Vents (One Piece)
CiOrltir-ILIOU6 one-piece Soffit Vent wit:. re;n1 Ir : ,g rib to key inti-I s},i ^o &r'.tP"1./- .aster.
� CS58 300V 5ffi a wide vent (one piace)5 overall width perforated Ranges 15
3 Soon Vents CO J cods one ale-, Scffe Vert with inrc resy e.b to key mo 1 rnleImp;plaeter. Bent Clipc are provided to connect Soffd Vem aml
tc ceeist m algnmee.
V mar are. iJegnie on.par lin a ft.
CaWh at n-rsec-t ri bttrnnieds and comers at Erne rf inS,,1181lcn.
Product Submittal Sheet
v �
�rity?
C#Pa> Y1' W�fYiq r er .e : n%1 i 9 Synt r a r Ronde U nor:
Mid 1,i!/all (M Style) Control Joint
1-
Designed to relieve stlr.as r'f sssf in controlling cracks in exterior wall - m sh..
Intersections cf '' s
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available
b 1 _..........__y
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iS/O-SOUL 718l
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a s 314 perte^ ora�a ca
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�"'et.. ur ra r4sp. .. wN ons Ts o.ailaGe
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USP.Wall _lie[__t
US a ent Ndmbr ] 75
b-150
Caulk all intersectionsbu , ftjoints, ends and corners
at time of ms[allahon.
FLAT CONCRETE TILE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 301 FELT TiN TAGGED
TO EXT. GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
12
PRE-ENG. WOOD ROOF TRUSSES
6
024' 0/C TYPICAL
W/APPROVED GALV. TRUSS
ANCHORS EA. END
SEE PLAN/ ELEY
RAT RUNS PER
a
TRUSS MANF.
5
8" DRYWALL OR 1/2" "TOUGHROCK"
GALL! MTL. DRIP
APPLIED TO
ON iX2 P.T.
a I
UNDERSIDE)OF TRUSSES
FIRE STOP
2x8 PAINTED TEXTURED
SPRUCE FASCIA
2'_p•
CONT. 8"'1 MASONRY BOND BEAM
CEMEN77TOUS FINISH ON METAL LATH
T1P. O.H.
W/ 115 CONT. TOP & BOT. - FILL W/ CONC.
W/ 3" CONTINUOUS VENTING
CONT. METAL POUR STOP
ON ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
1/2" DRYWALL
iX2 P.T. FURRING 0 24" 0/C
MEDIUM TEXTURE DECORATIVE
EXTERIOR BLOCK WALL TO BE
CEMEN777DUS FINISH
OVER 8' CONIC. BLOCK
NOT TO EXCEED 5/8" THICKNESS
TYP. ENTRY /
GARAGE BUMP
OUT
SCALE J/4' = i'0'
FLAT CONCRETE TILE
901 FELT SELF-ADHESIVE UNDERLAY'MENT
OVER 301 FELT TIN TAGGED
TO EXT. GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
12
PRE-ENG. WOOD ROOF TRUSSES
6
024" O/C TYPICAL
W/APPROVED GALV. TRUSS
ANCHORS EA. END
R-40 INSULATION
PER ENERGY CALC.
SEE PLAN/ ELEV.
•
RAT RUNS PER
d
TRUSS MANF.
GALL! MR. DRIP
5
8" DRYWALL OR 1/2" "TOUGHROCK-
ON 1X2 P.T.
UEQUAL) APPLIED TO
UNDERSIDE OF TRUSSES
FIRE STOP
2x8 PAINTED TEXTURED
SPRUCE FASCIA
2'-0'
CONT. 8 x16" MASONRY BOND BEAM
CEMENTITOUS FINISH ON METAL LATH
TYP. O.H.
W/ 115 CONT. TOP & BOT. - FILL W/ CONIC.
W/ 3" CONTINUOUS VENTING
ON ALL SIDES
CONT METAL POUR STOP
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
1/2" DRYWALL
iX2 P.T. FURRING 0 24- 0/C
MEDIUM TEXTURE DECORATIVE
EXTERIOR BLOCK WALL TO BE
CEAIEN71TOUS FINISH
OVER 8" CONIC. BLOCK
NOT TO EXCEED 5/8" THICKNESS
R 4.1 FI-FOIL BETWEEN STUDS
WOOD BASE
MONO, CONC. FOOTING
SEE FOUNDATION PLAN
FOR NOTES & DETAILS
0'-0" FIN. FL. SLAB
I I —till I-Ilil . • ..'-T
I I I I 1 1=TTT • e ,• •' +• I I I I I I I I II
TYPICAL WALL SECTION
BANANA SHUTTER INFO
SHUTTERS ARE DECORATIVE - MUST BE MADE TO FOLD / LOCK IN PLACE
AGAINST HOME IN THE EVENT OF A STORM - INSTALL PER MANUF. SPECS OR
PER THE FOLLOWING METHOD
THE CONNECTORS USED ARE STAINLESS STEEL M'X 2-1/4'TAPCONS.
THE ATTACHMENT METHODOLOGY FOR THE SHUTTERS REGARDLESS OF SIZE IS
USING (3) TAPCONS IN THE TOP TRACK AND (2) EACH TAPCONS IN THE
BRACKETS ON EACH SIDE OF THE WINDOW HOLDING THE ADJUSTABLE ARM TO
RAISE AND LOWER THE SHUTTER FOR A TOTAL OF (7) TAPCONS FOR EACH
SHUTTER ASSEMBLY.
QUAN77TY
WINDOW TYPE / SIZE
SHUTTER TYPE / STYLE / SIZE
i
OPENING - 72" WiDE
PLANTATION/ 1 PNL LOUVERS/ 76- X 16"
i
OPENING - 54" WiDE
PLANTATION/ 1 PNL LOUVERS/ 58" X 16"
ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 3387 (SQ.FT.) x 144 = 487,728 SQ IN.
51REQUIRED NET A
1SQ IN. PER UEAR Fr. 7 LVE3,255 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
a=6 -0
EDGE ZONE
I I
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DECORATIVE RAFTER TAILS
DECOR. N
BAHAMA SHUTTER
, r
�M MM� m■
--� --- —4-- --E--
In D - +31.9 PSF
F 1-34.9 PSF
a 6-0
'EDGE ZONE
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12
6�
D.P.= +32.2 PSF
0-35.1 PSF
I K -
i�6
IN
FIXED GLAS N E
GLAS N
D.P.= +31.9 PSF
B 34.9 PSF
STUCCO BASE SIMULATED LAP BOARD
SIDING (STUCCO)
D.P.= +2 PS O-32.F
2. 6 PSF
a=6 -0
EDGE ZONE
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- - - - - - --11------------ --
D.P.= +34.8 PSF D.P.= +34.8 PSF D.P.= +34.8 PSF
0 -37.8 PSF 0 -37.8 PSF /D -37.8 PSF
FLAT CONC. TiLE
14'-B" T.O.G.T. 0
if'-4" T.O.B.B.
10"-8" T.O.B.B.
9'-4" T.O.B.B. /Ikk
I
I
MEDIUM TEXTURE
DECORATIVE CEMENTiTOUS FINISH
ON BLOCK WALLS, TYP.
I
0'-0' FIN. FLOOR SLAB Ah
D.P = +33.5 PSF
-36.9 PSF
FRONT ELEVATION - ISLAND
a=6 -0
EDGE ZONE
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101-8' T.O.B.B. 0-
9'-4" T.O.B.B.
MEDIUM TEXTURE
DECORATIVE CEMENTITOUS FINISH
D.P.= +33.2 PSF ON BLOCK WALLS, TYP.
O36.2 PSF
I
0'-0" FIN. FLOOR SLAB
REAR ELEVATION
a=6r—-20"
EDGE ZONE
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LEFT ELEVATION - ISLAND
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11'-4" T.O.B.B.
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ELEVATIONS
A-3
�s��'IMW-04
SCALE 3/4" =
PROJECT LOG
ISSUED FOR START 11-12-20
ISSUED FOR PERMIT 01.21.21
TYPICAL INSTALLATION
WINDOW ASSEMBLY
FASTENERS AS REQUIRED
BY WINDOW MANUFACTURER
MARBLE SILL CAULK
CAULK SEAM AT
a, WINDOW INSTALLA710
'MORTAR OR �. ;''
GROUT
'.• E' .4
61 -0
EDGE ZONE
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7-7 7777
El
f "c D.P.= +34.0 PSF D.PD.P.=+34.8 PSF
:..;:...j'`; n i1-37.8 PSF 0-46.6 PSF
/
PROVIDE CEMENTITOUS D.P.= +33.9 PSF D.P.= +33.9 PSF I
FINISH PRIOR TO 0-36.8 PSF 0-36.8 PSF
METER INSTALL
RIGHT ELEVATION - ISLAND
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF
TRUSSES RAT RUNS PER TRUSS
12 MANFF. (MAX. 8' O.C)
�
STUCCO ATTACHED TO METAL LATH 6
ATTACHED TO UNDERSIDE OF
TRUSSES RAT RUNS PER TRUSS PRE ENGINEERED WD. TRUSSES
MANF. (MAX. 8' O.C) @ 24" O/C TYPICAL —'
R-40 BLOWN IN INSULATION THROUGHOUT AIR CONDITIONED CEILINGS
'80
17
10'-8' T.O.B.B.
N
9'-4' T.O.B.B.
I
m KITCHEN BEYOND m ®®®®®®®
o c
m
FOYER ®®®®®®®®
COV. PATIO OV. E T ®®®®®®®®
0'-0" FIN. FL. SLAB
A -A SECTION
*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
1/2 , ;,' , . .. .. n ' SET SILL IN FULL
DRYWALL �.. "." • •�• ': MORTAR BED AND HEAD JOINT
.7 s'•':1':...: .:::.<::`._-.: STUCCO OR
'a • DECORATIVE
.Q --CEMENTITIOUS COATING
3/4' FURRING TO •4
MASONRY WALL 8" C.M.U.
PRECAST SILL DETAIL
CONCRETE WATER PROOFING APPLICATION
CONCC, COLUMN
REA TNER STRIPPING
BY DOOR MANF.
GARAGE DOOR
GALV. SIL VERT. TRACK
BY MANF. FASTENED TO
7RACK BRACKETS W/
1/4'-20x1/2' CARRIAGE
BOLTS & LOCK NUTS
GALV. STL TRACK
BRACKETS FASTENED
TO WOOD JAMB W/
3/16'xi-1/4' LAG SCREWS
2x8 P.T. ATTACHED TO
ANUS METHOD OF COLUMN W/ 5/8" WEDGE
ITrAGaffNT SHALL ANCHORS 0 2-0' 0/C VERT.
SUBMV C N cnaNS (6- MAX. FROM ENDS) AND
2 FROM INSIDE EDGE OF 2X8
JAMB DETAIL (GARAGE DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
4' MIN. EMBED MAX. 6° FROM EACH SIDE OF THE
BRACKET.
ix2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
1-1/2' CASE HARDENED CC
NAILS AT 12' 0/C. MAX.
C. OR MASONRY
rf;J�DRYWALL BOARD
CAULKING
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3/16° TAPCON SCREWS
0 12 0/C. MIN. 1-1/4" EM
ERIMETER SEALANT
STUCCO FINISH
HEAD DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3/16' TAPCON SCREWS ALUMINUM FRAME
0 12 0/C. MIN. 1-1/4" EMBED SECURE FRAME TO SILL
WITH SILICONE
PERIMETER SEALANT CAULKING
k� STUCCO FINISH
,�—CONC. OR MASONRY
1x2 MIN. P.T. BUCK SET IN 0o00 �.0
SEALANT AND NAILED ro : Oa
W/1-1/2" CASE HARDENED
COIL NAILS AT 12 0/C. L
MAX. PRECAST OR POURED
STUCCO FINISH
PERIMETER SEALANT
CONC. OR MASONRY
ix6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARE
Do COIL NAILS AT 12" 01
&O ' MAX.
lin
DRYWALL BOARD
CAULKING
DOOR FRAME
FASTEN TO BUCK W/
F(2)
SCREW/IS60 2' - 0" TAI O/C
JAMB/HEAD DETAIL (S.G.D.)
DOOR FRAME FASTEN
TO BUCK W/(2) 3/16"x
2-1/2" TAPCON
SCREWS 0 2'-0" O/C
FLOOR COVERING
DRYWALL BOARD SILL W/ 1 /5 BAR \ �— GROUT BED
CAULKING PERIMETER SEALANT CONCRETE SLAB
JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.)
WINDOW ATTACHED ACCORDING 70 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.
HE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & 1x PRESSURE TREATED WMBEI
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING
FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.
Ooo
14'-B" T.O.B.B.
11'-4" T.O.B.B.
9'-4" T.O.B.B.
OL
0'-0" FIN. FL. SLAB
CONC OR MASONRY
2x6 P.T. BUCK RIPPED
TO WIDTH OF DOOR JAM
SET IN SEALANT FASTEN
W/ 114' D1A. x 3-1/4'
TAPCONS 3" FROM E.E.
W0 0 - o AND 12' 0/C MAX.
DOOR TRIM
DOOR FRAME
FAS7DV TO BUCK W/
(2) 16 GALV. x 2'
SCREWS 0 2 -0' 0/C
DOOR TRIM
PERIMETER SEALANT
STUCCO FINISH
HEAD/JAMB DETAIL (DOOR)
DOOR THRESHOLD SET
IN BED OF CAULK &
FASTENED TO SILL W/
#8 x 1 1/2" SCREWS
® 18' O/C
`PERIMETER SEALANT
Ix
rFLOOR COVERING
PILE
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CONIC. FLOOR SLAB
PERIMETER SEALANT
STUCCO FINISH
SILL DETAIL (DOOR) ;
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SECTIONS
ELEVATIONS
A-4
MW m 04
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER
- ENG. AND APPROVED W000 7RUSS'S SEE FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE
TYR WALL SECTION FOR ACTUAL HEEL DISCREPANCIES
AND OVERHANG CONDITIONS
PRE-ENGINEERED WOOD
- SEE TRUSS CONNECTOR SCHEDULE ROOF 7RUSS 0 24' 0/C
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS SIMPSON MGT W/ 22-10d
INSTALL PER. MFR. SPECIFICATIONS NAILS INTO TRUSS
_ SEE PLAN AIh
44'
- CONT. MASONRY BOND BEAM
- CONT POUR STOP
- 8' CMU WALL
1
A5 CONNECTION DETAIL
(16) WS3 TO G. T.
SIMPSON KECCO44
OR APPROVED EQUAL
71051 UPLIFT MAX.
(14) WS3 TO RD. POST
WOOD POST
SEE FRAMING PLAN
(14) 1/4' x 2-1/2'
SOS THROUGH POST
"SIMPSON HOU5•
HOLD DOWN
OR APPROVED EQUAL
56451 UPLIFT MAX
(18' DWEDGEANCHOR
40 MIN. EMBED.
CONNECTION DETAIL
NAIL SILL PLATE THROUGH
- TO CROSS BLOCK W/2-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS 0 24" 0/C
W/ 19/32' EXT. SHEATHING
TOE NAIL TRUSS TO CAP
C 16d NAIL \ E TYP WOOD TRUSSES
SETYP. SEE WALL SECTIONS
ACTUAL HEEL AND
OVERHANG CONDITIONS
TIE BEAM OR BOND BEAM
5/8- WEDGE ANCHORS 0 24- 0/C
10/3 x3'x1j4 STEEL WASHERS
EMBED (4) MIN.
� �
CROSS 2x4 GABEL END BLOCKING
BLOCK O 24' SEE PLAN
O/C TYP. TOE
NAIL EA. END (3) 16D TYP.
W/(3) 16d
NAILS 2X4 DIAGONAL BRACE RESI R IN
TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-16d 0 4'-0" 0/C, 7YP.
NAILS EA. STUD 2x4 LATERAL BRMW
0 4'-O' O/C, T P
CONNECTION DETAIL rn SSP'
A5 ALLOWABLE LOAD 1061 1/TRUSS UPLIFT
CONC. 11E BEAM OR
MASONRY BOND BEAM
(1) 5/8- ANCHOR
INTO BEAM W/
5" MIN. EMBED.
SET IN EPDXY
MAX. UPLIFT = 3965y
a5 CONNECTION DETAIL
USP K00044 OR
SIMPSON CCQ44sds25
FASTEN PER MAN'F SPECS
56801 MAX.
FASTENERS
ALLOWABLE LOADS
SIMPSON
MODEL
CMU
CONCRETE
UPLIFT
GRAVITY
NO.
HU28
6-1/4"x2-3/4'
6-1/4-x1-3/4'
575 LEIS.
2400
TITEN
TITEN
HU26-2
12-1/4'x2-3/4'
12-1/4"xi-3/4
1,135 LEIS
3950
TITEN
TITEN
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
µOpp POST
2-1/2- X 5 TITEN MASONRY BOND BEAM
SEE FRAMING PLAN
HD TO MASONRY
WALL PER MANUF.
SPECS MAX. UPLIFT (1) FGTR = 5000/
(6) 1/4-d-1/2' LG.
(2) FGTR MAY BE ADDED TO ACHIEVE
SOS SCREWS TO POST
9 DESIRED UPLIFT = 94001 MAX.
SIMPSONHOU5
CONNECTION DETAIL
HOLD DOWN 56451 MAX.
(1) 5/8' DU.
WEDGE ANCHOR
4' MIN. EMBED.
A5 CONNECTION DETAIL
PLAN
BOX -OUT DETAIL
A5 SCALE 1 4 = 1-0
PRE-ENG WD. TRUSSES 0 24'
(SEE CONNECTION SCHEI
19/32' EXT. GRADE PLYWD. NAILED
0 6' O/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.
REINFORCE VERTICAL MEMBERS
OF GABLE END TRUSS W/2x4
TEE -BRACE AT EA. ART.
NAIL W/16d NAILS 0 8. 0/C
A5 CONNECTION DETAIL
SECTION
TRUSS TOP CHORD
NAIL SHEATHING TO LADDER EDGE
PER DIAPHRAGM SCHEDULE
CONT, FASCIA BOARD (SEE WALL SECTION)
2X4 LADDER AT 16" 0/C
(8- MAX. O.H.)
20 CONT. LADDER EDGE W/ (2) f6d NAILS
8' O.C. TO TOP CHORD OF TRUSS
WALL SHEATHING NAIL PER SCHEDULE
GABLE END FASTEN TO TRUSS. SEE TRUSS ENGINEERING
DETAILS FOR TRUSS CONNECTION
CONE. CONC, OR MASONRY TIE BEAM
SEE 71E BEAM SCHEDULE
"LOTTS" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
PPLIED UPLIF1
LINTEL
SPECIFICATION
1
17'-4'
1413
584
581
1 170
BF24/iB1T
2
4'-6•
10000
250
6849
100
8F40/1B1T
3
3'-6.
10000
250
7428
100
8F16/1B1T
4
4'-0"
8859
270
5572
100
8F16/181T
5
4'-0'
8859
270
5572
100
8F16/181T
6
S-6-
100DO
250
7428
100
BF16/181T
7
10'-6'
1664
1172
B30
307
8F16/1B1T
8
13'-4•
3250
810
1178
206
8F32/1B1T
9
17'-4'
856
250
374
100
8F16/1B1T
10
5'-4'
5809
250
3057
100
8F16/181T
11
S-6'
10000
250
7428
100
81`16 181T
12
4'-0•
8859
270
5572
100
8F16/1B1T
13
W-0'
8859
250
5572
100
8F16/1B1T
14
7'-6"
2882
977
15M
323
8F16/181T
15
5'-10'
1002
0
722
0
8RF6/1B1T
16
5-10'
10000
976
5480
266
8F44/1B1T
17
7 -6
7857
876
5480
1 250
8F32/1Ell T
18
3'-64
10000
295
9578
113
BF72/1B1T
19
7 -6'
6288
250
2436
1 100
BF24/1Ell T
A5
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T.O.B.B.
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om
8F16-1B/1T
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PROVIDED IN LINTEL (VARIES)
• •
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• NOMINAL HEIGHT
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ISSUED FOR START 11-12-20
ISSUED FOR PERMIT 01-21-21
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1 STRUCTURAL
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1f =4' T.O.B.B.
,� mw - 04
L,.V
MAX
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS 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
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SPACING
REMARKS
ROOF
APA RATED SHEATHING
8d RING-
8d RING-
8d RING-
8d RING-
8d RING-
8d RING-
8d RING -
EXPOSURE 1, OR EQUAL
SPAN RATING 40120
19 32'
24- 0/C
MAX.
SHANK
6' O C
SHANK
6' O C
SHANK
6' O C
SHANK
6' O C
SHANK
6' O C
SHANK
4' O C
SHANK
4- O C
BLOCKED AS
SHOWN ON PLAN
EXT WALL
APA RATED SHEAMING
SPAN RATING EQUAL
19132
1 MAX
8d RING-
4 HON
C
8d RING-
SHAW
' 0 C
8d RING-
6' ONC
NAIL CORNER STUDS
BLS FREMED� TYPICAL
INT.
WALL
APA RATED SHEATHING
EWOSURE 1, OR EQUAL
SPAN RATING 32 f6
15132
i6' O/C
MAX.
8d RING-
SHANK
6' 0 C
8d RING-
SHANK
6' 0 C
8d RING-
SHANK
12' O C
BLOCK FREE
EDGES
ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2
RING -SHANK NAILS TO HAVE 7HE FOLLOWING DIMENSIONS:
1. HZ113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
J. 16 TO 20 RIBS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
S77 AP
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (F1)
MARK
USP
CONNECTOR
TRUSS
RE -BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
5 10d x 1-112"
-
990
1980 1
335 1
670 1
2451
490
TC-2
TA14
7 f0d x 1-112'
—
1205 1
2410 1
335 1
670 1
2451
490
TC-3
HTWM16
8 10d x 1-1
4 1 4' x 1-3 4' NAB.
1225J
1225
—
1225
—
TC-4
HTA16
9 10d x 1—IA'
—
18701
2430 1
710 1
2701
1215
TC-5
HMO
20) 10d x 1—t
24 fOd x t-f
1530 1—
—
—
—
—
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLIND 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.
a: EDGE STRIP DEFINED AS THE LESSER OF.10% 2
OR0%OFHEIIHTHLBUNOBUILDING 4T T LESS THA% OF
LE ST HORIST 3 ONTAL DIMENSION OF BUILDING AND \
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NOTE: SEE DIAPHRAGM V
i
SCHEDULE FOR ROOF ZONE 2
NAILING REQUIREMENTS. --
ROOF ZONE DIAGRAM
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
TRUSS END DETAIL
SQUARE CUT OVERHANGO w/2X4 LEVEL RETURNS
12
6
4-3/16"
HEEL HEIGHT
�I 2-0" -qI N NO LEVEL RETURNS AT ENTRY 0 All
GARAGE BUMP OUT
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
-i
I TYP. RIDGE CAP &
1 I I ROOF MEMBRANE
I 1 2x RIDGE BOARD
(2) SIMPSON H10 CLIPS
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
20 CATS 0 24' O/C
BETWEEN TRUSS RUN
—PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
FIELD FRAMED RIDGE DETAIL
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NOTE: TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTER
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NOTE THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS MAY
OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF
TYP. ROOF FLASHING DETAIL
N.T.S.
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ELECTRICAL SYMBOLS
NEST ® RECESSED
DUPLEX RECEPTACLE $ SWITCH n TELEVISION JACK :J DETECTOR EYEBALL
Q� AT 12' A.F.F. T SINGLE POLE 7W PRE WRED p SECURITY USB STATION
DUPLEX IB AT BASE RECEPTACLE T3 THR EH WAY II AT0V. 12" A.F.F. RECEPTACLE FLOOD LIGHTS g F&. Disc METER
Q� DETECTOR
Ilc AT BEABI COUNTER �4 FOUR WAY THERMOSTAT ® MONOXIDESMOKE /
® PANEL
HVAC ER
O AT 60 OM SWTCH EXHAUST
� DUPLEX RECEPTACLE � SWITCH I AT 60' A.F.F. � DISCONNECT FAN
FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET F L EXHAUST FAN
® AT 12" A.F.F. PADDLE FAN W/ LIGHT
DUPLEX RECEPTACLE SWITCH W/ OR µq/ LIGHT
cFl GROUND FAULT D DIMMER TELEPHONE
LUB IN
HNF OORRET LV DOOR
FLUORESCENT
MN1ED. RELEASE
DUPLEX RECEPTACLE SWITCH ® SPEaG, INCANDESCENT LIGHT FQ VOLUME
TOP REC. SWITCHED R KEYED CONTROL
P
Q� RECEPTACLE FIXTURE CEILING MN7ED.
II VIP WATERPROOF ® KEYPAD SECURITY
I KEYPAD SPEAKER WALL OUTLET INCANDESCENT LIGHT RECEPTACLE
L� FIXTURE WALL MNTED. DUPLEX RECEPTACLE u❑ JUNCTION SPEAKER rn LOW VOLTAGE
��UC UNDER COUNTER BOX HOME RUN ® HI HAT MOUNTED TRANSFORMER
O INTERCOM p DOOR CATS ® HI HAT F� FAN BOX
STA71ON I CHIME HOME RUN VAPOR PROOF IN CLG.
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.
NOTE: PROVIDE ARC —FAULT CIRCUIT
INTERRUPTER PROTECTION FOR ALL
RECEPTACLE AND LIGHTING OUTLETS
INCLUDING SMOKE DETECTORS PER
2017 NEC 210-12 (B).
NOTE: ALL VANITY WALL LIGHTS TO
BE 100" A.F.F. U.N.O. POWDER ROOM
TO BE 86" A.F.F. IF APPLICABLE
LNOTE:L EDGEOF SWITCH PLATES
NO LESS THAN 4" FROM
OPENINGS
NOTE: GARAGE PUSH BUTTON
LOCATED 0 60' ABV GARAGE FLOOR
72" MAX.
*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-9120B
C/0—SC9120B
KIDDE SMOKE-21007581
C/O 21006377—N
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD,
B. GENERAL LIGHTING CALCULATED 0 2503 (SO.FT.) x 3
(WATTS/SO.FT.) = 7509 / 14 (GEN.LTG.CIR.) = 536.4 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALCS. ONLY.
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
DEL. WALL OVEN
2
50
6
10.0
0
2
DRYER
2
30
10
5.0
1 0
2
WATER HEATER
2
30
10
4.5
0
1
LAUNDRY
1
20
12
1.5
0
1
MICROWAVE
1
20
12
1.5
0
1
DISHWASHER/DISPOSAL
1
20
12
1.2
0
1
REFRIGERATOR
1
20
12
1.2
0
3
SMALL APPLIANCE
1
20
12
4.5
0
1
BATH GFI
1
20
12
1.5
0
14
GEN. LIGHTING
1
15
14
7.3
0
48.2 1 9.6
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 15.28
A/C LOAD AT 65% = 6.24
TOTAL = 31.52 31.52 x 1000/240 = 131.3 AMPS
(1) SETS OF (3) 14/0 AWG. 7HWN
IN Z CONDUIT
200 AMP SERVICE
p METER
DISC. COMBO 'A'
Q .PANEL
200 A
5/8' GOX 10' CU SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEING BAR IN
THE FOUNDA71ON 20'-0' LONG MIN.
ELECTRICAL RISER DIAGRAM
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PROJECT LOG
ISSUED FOR START 11-12-20
ISSUED FOR PERMIT 01-21-21
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PROJECT LOG
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ISSUED FOR PERMIT 01-21-21
MASTER
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14"0
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DO NOT SCALE PLANS
H OVES
MW-04
9625 KNOLLWOOD LN.
FORT PIERCE, FL 34951
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