HomeMy WebLinkAboutBuilding PlansPROJECT LOG
ISSUED FOR PRECON 06-24-20
ISSUED FOR PERMIT 07-10-20
GENERAL NOTES
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 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. 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
FIR
FRENCH DOOR
B.P. BI PASS
FIN.
FINISHED
BLK. BLOCK
FL
FLOOR
BLW BELOW
G.T.
ORDER TRUSS
BRG. BEARING
GA.
GAUGE
BTM. BOTTOM
CALM.
GALVANIZED
CLG. CEILING
GFl
GROUND FAULT INTERRUPT
CMU CONCRETE MASONRY UNITS
GL
GLASS
COL COLUMN
GWB
GYPSUM WALLBOARD
GONG. CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT. CASEMENT
HGT.
HEIGHT
DEL 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
EE, EACH END
LG.
LONG
ELEC. ELECTRICAL
UN.
LINEN
ELEV. ELEVATION
LT.
LIGHT
ES. EACH SIDE
LT.
LAUNDRY TUB
MASONRY NOTES
)LAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST
UNTELS AS NECESSARY. (fm = 1500 PSI)
:. PROVIDE 1x2 P.T. FlRESTOP HORIZONTAL 0 COILING & WALL INTERSECTIONS OR W-0" O/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.G 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 7HHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2017 FLORIDA BUILDING
CODE 6th EDITION
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
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
RECORDINWG O MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
Y.
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
VERTICAL:
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24- HIGH, 20' WIDE, AND MIN. NET
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. COORDINATE RACEWAY INSTALLATIONS NTH OTHER TRADES PRIOR TO CONSTRUCTION.
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR lot FLOOR WINDOWS THE
THE DESIGN.
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
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 AUGNMENT, EVEN THOUGH IT IS IN AN
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY NTH BECKON 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 THICKNESS ALLOWED.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
5. PROVIDE A MINIMUM OF 4' CHAR ALL AROUND AIR HANDLER UNITS
PRIOR TO FABRICATION. REVIEW OF TRUSS STOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY REIJEVES 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.
5. 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.
E SPECIFIC AREAS OF CONCERN.
NOTIFY THE ARCHITECT IN WRITING OF THE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
M.T.
METAL THRESHOLD
STL
STEEL
7. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC MU 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 WTH 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.
MIN.
MICROWAVE
MINIMUM
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
SCHEDULE NOTES
SELECTED BY BUILDER.
M.O.
MASONRY OPENING
T.O.
T.O.B.S.
TOPOUGH OUT OFF MASONRY BOND BEAM
HORIZONTAL,
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
MONO.
MONOLITHIC
T.O.PL
TOP OF WOOD PLATE
BOTTOM EACH STUD, AS PER CODE.
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 "L') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION
12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
O.H.D.
O/C
OVER HEAD DOOR
ON CENTER
TIP.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL
NOTED
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
P.LF,
P.S.F.
POUNDS PER LINEAR FOOT
POUNDS PER SQUARE FOOT
UL
V.LF.
UNDERWRITERS I FUEL LABORATORIES
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ ASC.E.
2. ALL BOND BEAMS (MARK O BE REINFORCING SHALL BE CONTINUOUS THROUGH BOND
BEAMS ONLY, ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
8. 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
AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHERDING
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
WATER CLOSET
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
PKT.
PLYING.
POCKET
PLYWOOD
WD.
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ICJ. 530.1-05/AS.C.E 7-10/T.M.S, 602-
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
4• REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS.
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH 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.
S.G.D.
SOLID CORE
SLIDING GLASS DOOR
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
SF
SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PRENRE FOR GARAGE DOOR OPENER SENSOR.
SH
SINGLE HUNG
11. ALL HEADERS OVER DOORS AND WINDOWS BE (2) OR (3) UNLESS OTHERWISE
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
1. CONCRETE SHALL CONFORM TO ASIM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
DE EN WALL THICKNESS).
NOTED- (FOR W000 FRAME CONSTRUCTION DEPENDING ON ALL WALL 1HICKNESS).
1& ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12 REQUIRED FOR ALL 120-VOLT,
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
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 DESIGNI
PRODUCT DESIGN
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOES
PRESSURE
PRESSURE
A
FL-9174.10 R12
9100 OHD 96080
WAYNE DALTON
N/A
W/ 1-1/47 WASHER & 2-3/4' MIN. EMBED.
IF. +29.3 PSF
+39.2 PSF -43.7 PSF
2-3/4- MIN. EDGE DISTANCE. 6- FROM ENO
-34.0 PSF
B
FL 17499.1
(2) 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
-34.9 PSF
C
FL-2046&5
LASED PANEL 3081,
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0
D.P.= +322 PSF
+50.0 PSF -50.0 PSF
OR W/ SIDEUTE
4' & 14.5' O/C MAX SPACING.
-35.1 PSF
D
FL 15349.5
4625 ARCHED FG
MI WINDOWS & DRS
SCL IMPACT
3/16' TAPOONS 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
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 1O' 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: +34.6 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3- FROM EDGE
-37.6 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 & 3" 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 PSF
0 10- 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
IF. +,U2 PSF
+55.0 PSF -55.0 PSF
010' O/C MAX SPACING & 2' FROM EDGE
-36.2 PSF
J
FL 22401.3
16080 SOD
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
IF= +29.7 PSF
+55.0 PSF -55.0 PSF
0 12- O/C MAX SPACING
-32.6 PSF
K
FL 17499.1
SH 35
MI WINDOWS & DRS
SOL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P. +31.5 PSF
+55.0 PSF -55.0 PSF
010- O/C MAX SPACING & 2" FROM EDGE
-34.5 PSF
L
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 PSF
0 10- O/C MAX SPACING & 2' FROM EDGE
-46.6 PSF
M
FL 17499.1
SH 25
Mf WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.9 PSF
+55.0 PSF -55.0 PS
0 10' O/C MAX SPACING & 2- FROM EDGE
-36.8 PSF
N
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
010' O/C MAX SPACING & 2' FROM EDGE
-36.0 PSF
0
FL 17499.1
SH H33
M! WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P: +34.8 PSF
+55.0 PSF -55.0 PSF
O 10' O/C MAX SPACING & 2' FROM EDGE
-37.8 PSF
P
FL-20468.4
2880 DR
THERMA TRU
N/A
1/4' TAPCDNS W/ 1-1/4- MIN. EMBED CORNERS 0
D.P: +32.8 PSF
+60.0 PSF -60.0 PSF
RAISED PANEL
4- & 16.5. O/C MAX SPACING.
-42.7 PSF
Q
FL 17499.1
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+55.0 PSF -55.0 PS
01W O/C MAX SPACING & 27 FROM EDGE
-36.9 PSF
PRODUCT
MODEL #
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
It. 153D.J.3
MAX. HORIZ
MI WINDOWS
& DOORS
1/4- TAPOONS W/ 1-1/4- MIN EMBED
(4) FASTENERS PER CUP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
FIL 15&/5353.3. 4
FL
ROOFING
NOA NO. 16-0811.11
GAF
12 GA GALV ROOF NAILS, MIN 3/4" PEN.
GAF TIMBERLINE HO SHINGLE
(6) NAILS TOTAL PER SHINGLE
N/A
N/A
ROOFING
N/A
MEMBRANE: 30# FELT
N/A
N/A
UNDERLAYMENT
ASTM D-226 #30 FELT
BUTTON CAPS 12- GRID, 6' O.C. AT A MIN. 4' HEAD LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
SOFFIT
STUCCO
N/A
SPACED O EVERY HI RIB (4" 0/C) W/ 1-3/4" EMBED.
N/A
N/A
PER NAIL
UFT OVER 4-0 H.H. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE NTH ACI 318-11 AND ACI 301-05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWEUJNG UNITS.
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
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 20 0 24' D.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 NTH SECTION 405, F.B.C.
2. ALL REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED, FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWSE.
SUBSTRATE AT 4' O/C AS FOLLOWS;
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.
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.F„
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
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'-G" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
6. CONCRETE BEAM SIZES MAY INCREASED (8- MAX.) AS REQUIRED FOR ARCHITECTURAL
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
MINIMUM OF 95X MODIFIED PROCTOR ASTM D 1557.
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REWIRED AT WINDOW AND
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG 7/16" CROWN METAL
MTL FRAMING SELF TAPING SCREWS 112 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.
DOOR BEAMS (28- MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8'•
USED FOR SOFFITS OR CEUNGS
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM, TYPE TO BE CRF 112G
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL
DOWELS AS VERTICAL BARS ABOVE
1-1/2" LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
1. ALL HEATING, AIR CONDITIONING R(':'FRIGERATION 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 LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN,
-. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY;
d , 17*M
d1j1#3us , # I MWI
RENTON JEM
LOT 20
ST. LUCIE COUNTY
COPYRIGHT 2020
TYPICAL "MI" WINDOWS
v1■) IM.II=II_II-IIM■II= Im'
18a"
36"
52d"
1 254"
SH 15
SH 25
SH 35
SH H35
■ ■ ■ ■ ■ ■ ■ ■
M.O. 20 1/8" M.O. 38' M.O. 54 1/8' M.D. 27 1/2-
1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD
P.7. WOOD BUCK P.T. WOOD BUCK
38" 70" 38"
sm
SH 35
TYP. BAY WINDOW
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS 3'OORS NOT LESS THAN f (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-31 LESS THAN j" (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 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 APPLIED TO THE GARAGE SIDE.
LLOCAIlON LYE DEAD. PARTN TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 12 0
42
ATTIC 20 10 0
30
WIND:
ULITIMATE WIND SPEED - 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
NDIEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE
NTH 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
Px 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" W M.O. 78 1/2" W
X 98 1/2' H X 96 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
"I'd H EDGE OF SLAB
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 20, 5/4" BOARD OR 1x6.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES
SYMBOLS LEGEND
DETAIL
SCALE
DETAIL
DWG. SCALE
SECTION
DWG. SCALE
SECTION
owc. SCALE
#
INTERIOR ELEV.
SCALE
9�
BEAM LABEL
OREVISION
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NORTH ARROW
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C-1
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A-1
FOUNDATION PUN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PLAN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
4 oxc 2 INTERIOR
ELEVATION
3
C# COLUMN LABEL
F# FOOTING LABEL
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE
FOUNDATION PLAN
NON -BEARING FRAME
CONSTRUCTION
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8
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MATCHING DOWELS FOR
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OR
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I SEE FOOTING SCHED.
G SCHED.
SCHEDULE)
EDGE BARS ALWAYS
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1.I. REMAIN. SPACE
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EXT.
CONT. MONOLITHIC`:-
' l..
SEE 07HER
EQ
E0.
DETAILS FOR
SEES
EDULE
F0071NG
BEYOND
19
EXT. MONOLITHIC AT PAD
WOOD POST,
FIBERMESH OR
SEE FRAMING PLAN
WELDED WIRE MESH
PAD REBAR
SEE FOOTING SCHED.
EDGE BARS ALWAYS
REMAIN. SPACE
OTHERS EQUALLY.
O1. SEE SCHEDULE
6 IN . MONOLITHIC
FUTURE
SCREEN
FASTENERS BY
ENCLOSURE
SCREEN MFGR.
BY SCREEN
IN SAND
CONTRACTORBY
—PAVERS
OTHERS
FINISH GRADE
11
8" x B" CONT.
CONC. FTG.
REINFORCE W/
1#5 CONT.
SCREEN ENCLOSURE
59
FTG. DETAIL
MASONRY WALL BEYOND
PAVER RECESS
CONC. BRICK PAVER
SET IN SAND
SLOPE PER SURVEY
c::]C
FOOTING SEE SCHEDULE
HEAD GARAGE
RECESS
20"
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
L 8`x8' PRECAST
LINTEL. SEE LINTEL
SHOP OWLS.
FILL COLUMNS
AND LINTEL SOLID
W/ GROUT
rl,
4.
8 x8' FILLED
CELLS W/ 1/5
VERT. (7YP.)
TYPICAL
DETAIL
LINTEL ON
COLUMN
48 BAR DIA. SPUCE
o
Fri.
m
SEE BEAM SCHEDULE
FOR REINFORCEMENT
481BAR DIA.
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 &
ZNOLITHIC
r OUNDATION
PER PLAN
FOOTING SCHEDULE
MARK
SIZE WxD
REINFORCING
DESCRIPTION
DETAIL
NO.
F-1
20" x 18' X CONT.
W/2 15 CONT.
EXTERIOR MONOLITHIC
1
F-2
20" x 18" X CONT.
W/2 15 CONT.
EXTERIOR MONOLITHIC
0 RECESS
38
F-3
2'-6" x 2'-6' x 12'
W/3 15 E. W. BTM.
PAD 0INTERIOR
POST
6WOOD
F-4
4'-6' x 3'-0' x 12"
W/4 15 E.W. BTM.
ISOLATED PAD
7
F-5
3'-6' x I -8' x 12'
W/3 /5 E.W. BTM.
MONOLITHIC 0 PAD
19
F-6
3'-0" x 2'-6° x 12'
W/3 15 E.W. BTM.
ISOLATED PAD
7
TE-1
10' x DROP x CONT.
W/115 CONT.
THICKENED EDGE
AT DROP
34
7E-2
8' x 8' x CONT.
W/115 CONT.
THICKENED EDGE
AT SCREEN ENCLOSURE
59
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIP71ON
CONC. BLK W/ 1 FULLY GROUTED CELL W/1-0 VERT.
8x8
AT 6"-0" 0/C MAX. AND AT EVERY CORNER AND
C-1
BLOCK
BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WIDE
&16
CONC BLOCK W/2 FULLY GROUTED CELLS W/I-15 VERT. EACH CELL
C-2
BLOCK
AS LOCATED ON PLANS
IRREGULAR
45' MITERED CONC. BLOCK IN FULLY
C-3
BLOCK
GROUTED CELLS W/ 2-15 VERT.
4"X4"
C-4
WOOD POST
PROVIDE BASE AND CAP AS N07ED ON DETAILS
0
M
— — — p4 — — — — — — — — — — — — — — — —
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15-8" 26'-0" 18'-4"
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111
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T.O.B.B.
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NOTE:
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_0_0° FIN. FLOOR SLAB
-1
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7'-3"
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PROJECT LOG
ISSUED FOR PRECON 06-24-20
ISSUED FOR PERMIT 07-10-20
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2x WD BLOCKIN(
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FOR MOUNTING
2x MTL STUD!
TYP.
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(2) /10 SACS TOP & BOTTOM
0 EACH STUD
FINISHED CEILING - SEE
TYP. WALL SEC71ON
2x6 BLOCKING
CABINET LOCATIONS.
FASTEN EA. END TO
STUDS W/ (2) #10
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS-
(2X4 STUDS 0 16" 0/C) (2x6 STUDS
24" 01C) W/i FULL LENGTH LAYER OF
1/2" TYPE GYPSUM WALLBOARD
APPLIED VER77CALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12" 0/C
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONC. FLOOR SLAB
HIL 11 PINS .145' DIA x 1 ° LG.
0 160 0/C W/ 10 WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE J/4' = 1'D"
(2) j10 SM.S TOP & BOTTOM
0 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
HIL71 PINS .145" DIA x 1' I.G.
0 16" 0/C W/ 1" WASHERS
(nINTERIOR PARTITION
A.2 3/4„ = V-0"
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
U VALUE SHGC
IMPACT .62 / .25
TYP. WINDOW
VERTICAL HEIGHT
SEPARATION IS 8"
DELETE MEDICINE CABS IN MASTER BATH PER PLAN
0
o
I
AC
12"
AC CONC. PAD DETAIL
N.T.S.
CALCULATIONS
TOTAL U/A 2, 443 S.F.
COVERED ENTRY 55 S.F.
COVERED LANAI 243 S.F.
GARAGE 710 S.F.
TOTAL AREA 3,451 S. F.
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO CLG. 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.
TOTAL AIR
VOLUME CUBIC
FEET = 23697.1
R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS
ALL INSULATION SHALL COMPLY WITH FBC R302.10
FLAME SPREAD COMPLIANCE 25.
SMOKE DEVELOPED INDEX 50.
ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL
COMPLY WITH FBC R302.9.1 Et R302.9.2
FLAME SPREAD INDEX NOT GREATER THAN 200.
SMOKE DEVELOPED INDEX NOT GREATER THAN 450.
CEILING
16"
TYPICAL FRAMING
® 16" O.C.
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PROJECT LOG_
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ISSUED FOR PERMIT 07-10-20
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RAISED STUCCO BAND
Soffit Vents (One Piece)
ont iuc Lne-: oo'.'i[ Vera with reinfo �Fig rlo to key rah? s..�cro ;arro, pl stcr.
g 086830['V 98' 3b�tl t( p orb II tlf pi [tlA p.: r6
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ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 3451 (SQ.FT.) x 144 = 496,944 SQ IN.
/ 150 = 3,312 SO. IN. REQUIRED NET VENT AREA
15 SQ IN. PER LINEAR FT. (221 LF) VENT = 3,315 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
COIPOSTE (ASPHALT) SHINGLES
OVER ASTM 0-226 /30 FELT
ATTACH SHINGLES TO ROOF DECKING
PER MANUFACTURER SPECS
(PLYRD. SUBSTRATE - SEE DIAPHRAGM
SCHEDULE FOR TYPE & NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES —
024" 01C TYPICAL
W/APPROVED GALL! TRUSS
ANCHORS EA. END
j1 SEE PLAN/ ELEV.
GALV. MTL DRIP ON IX2 P.T.
2x8 PAINTED TEXTURED —/
SPRUCE FASCIA
CEMEN71TOUS FINISH ON METAL LATH
W/ 3" CONTINUOUS VENTING
ON ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
MEDIUM TEXTURE DECORATIVE
CEMENTITOUS FINISH
OVER 8' CONC, BLOCK
NOT TO EXCEED 5/8" THICKNESS
R 4.1 FI-FOIL BETWEEN STUDS
0'-O' FIN. FL. SLAB
an
12
6
INSULATION
PER ENERGY CALL.
RAT RUNS PER
VTRUSS MANF. 8" DRYWALL OR 112' 'TOUGHROCK'
R EQUAL) APPLIED TO
NDERSIDE OF TRUSSES
RE STOP
ONT. 8"x16" MASONRY BOND BEAM
/ 1/5 CONT. TOP & BOT. - FILL W/ CONC.
ONT METAL POUR STOP
2" DRYWALL
2 P.T. FURRING 0 24" 0/C
TERIOR BLOCK WALL TO BE
U �J FRONT ELEVATION - MISSION
D.P.= +29.7 PSF
O-32.6 PSF
REAR ELEVATION
14'-8" T.O.B.B. 0
ro.e.e.
9'-4" T.O,B.B.
MEDIUM TEXTURE
DECORATIVE CEMENTITOUS FINISH
ON BLOCK WALLS, TYP.
RAISED STUCCO DETAIL
0'-O" FIN. FLOOR SLAB /*
10,-8" T.O.B.B. /b
9'-4" T.O.B.B.
MEDIUM TEXTURE
DECORATIVE CEMENTITOUS FINISH
ON BLOCK WALLS, TYP.
0'-0" FIN, FLOOR SLAB O
WOOD BASE 12
a= 6 -0
6 EDGE ZONE EDGE ZONE
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SEE FOUNDATION PLAN
FOR NOTES & DE AILS Vr--EDRE
a6'-0" ZONE-1
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SCALE 3/4" = 1'0" XED GLASS N IXED GLASS N
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D.P: +34.8 PSF D.P = +34.8 PSF D.P.= +34.8 PSF
-37.8 PSF O -37.8 PSF O -37.8 PSF, p ,
I
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_
0 D.P. +29.3 PSF
-34.0 PSF
LEFT ELEVATION -MISSION 7/,
3'ZIP
PROJECT LOG
ISSUED FOR PRECON 06-24-20
ISSUED FOR PERMIT 07-10-20
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ELEVATIONS
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PROJECT LOG
12 ISSUED FOR PRECON 06-24-20
�6 ISSUED FOR PERMIT 07-10-20
°=6'-0.
EDGE ZONE
I I
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14'-8' T.O.B.B.
I I I
ll'-4' T.O.B.B.
OL
9'-4' T.O.B.B.
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c D.P.= +34.8 PSF 46.6 PSF
�° O -37.8 PSF -
^�
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PROVIDE CEMENTITOUS D.P = +33.8 PSF
FlNISH PRIOR TO %1-36.8 PSF O -36.8 PSF
:,:•
METER INSTALL
_
- 0 0 FIN. FL. SLAB
D.P.= +32.8 PSF
-42.7 PSF P
RIGHT ELEVATION - MISSION
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANF.
(MAX. 8' O.C)
COV, PATI
TYPICAL INSTALLATION
„ WINDOW ASSEMBLY
AS REQUIRED
MANUFACTURER
MARBLE SILL
CAULK SEAM AT
MORTAR OR •. WINDOW INSTALL,
:. GROUT
a "O
DRYWALL ' '�.. •'.' � • ..a. .
e V I,
3/4" FURRING TO
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a,
*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
'T SILL IN FULL
DRTAR BED AND HEAD JOINT
STUCCO OR
DECORATIVE
CEMENTITIOUS COATING
6" C.M.U.
PRECAST SILL DETAIL
CONCRETE WATER PROOFING APPLICATION
12
6
PRE ENGINEERED WD. TRUSSES
N @ 24" O/C TYPICAL
R-40 BLOWN IN INSULATION a0
AT ALL A/C AREAS
KITCHEN BEYOND
CONC. COLUMN
WEATHER STRIPPING
BY DOOR MANF.
GARAGE DOOR
GALL! STL. VERT. TRACK
BY MANF. FASTENED TO
�TRACK BRACKETS W/
1/4'-20x1/2- CARRIAGE
II 80115 & LOCK NUTS
GALV. STL TRACK
BRACKETS FASTENED
TO WOOD JAMB W/
3/16'xl-1/4' LAG SCREWS
2x8 P.T. ATTACHED TO
AW.'S METHOD OF COLUMN W/ 5/8' WEDGE
TrAO&VVT 9fAU. ANCHORS 0 2-0 0/C VERT.
REVAf✓ MNS (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.
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3116' TAPCON SCREWS
0 12 O/C. MIN. 1-1/4" EMI
PERIMETER SEALANT
kl_ STUCCO FINISH
k—CONC. OR MASONRY
lx2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2- CASE HARDENED
COIL NAILS AT 12 0/C.
MAX.
-DRYWALL BOARD
CAULKING
JAMB DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANT.
(MAX. 8' O.C)
10'-B" T.O.B.B.
9'-4' T.O.B.B.
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0_-0-0' FIN_FL. SLAB
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tx2 MIN. P.T. BUCK SET IN
STUCCO FINISH
CONC. OR MASONRY
SEALANT AND NAILED W/
PERIMETER SEALANT
1-1/2- CASE HARDENED C IL
2x6 P.T. BUCK RIPPED
NAILS AT 12' 0/C. MAX.
CONIC. OR MASONRY
TO WIDTH OF DOOR JAM
CONIC. OR MASONRY
1x6 P.T. BUCK SET IN
SEALANT AND NAILED
SET IN SEALANT FASTEN
W/ 1/4' DIA. x 3-1/4"
0
0 Cio'
W/1-1/2" CASE HARDENE
TAPCONS 3' FROM E.E.
• .
Oo COIL NAILS AT 12" 0/C•
0 . Q ° AND 12' 0/C MAX.
8O MAX.
8
DRYWALL BOARD
DOOR TRIM
CAULKING
F�ALUMINUM FRAME, FASTEN
DRYWALL BOARD
DOOR FRAME
FASTEN TO BUCK W/
TO STRUCTURE THRU BUCK
7PERIMETER
CAULKING
(2) J6 GALV. x 2'
W/ 3 16- TAPCON SCREWS
0 12 O/C. MIN. 1-1/4' EMB
D DOOR FRAME
SCREWS ®2'-0' 0/C
FASTEN TO BUCK W/
DOOR TRIM
PERIMETER SEALANT
(2) 3/16'x2-1/2" TAPCON
SCREWS ®2 -0 0/C
SEALANT
STUCCO FINISH
HEAD DETAIL (WINDOW)
JAMB/HEAD DETAIL (S.G.D.)
STUCCO FINISH
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
HEAD/JAMB DETAIL (DOOR)
DOOR THRESHOLD SET
ALUMINUM FRAME
pOR FRAME FASTEN
IN BED OF CAULK &
FASTENED TO SILL W/
D SECURE FRAME TO SILL
TO BUCK W/(2) 3/16"x
SCREWS
MATH SILICONE
I 2-1/2' TAPCON
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PERIMETER SEALANT
STUCCO FINISH
SILL DETAIL (WINDOW)
SILL DETAIL (S.G.D.)
SILL DETAIL (D00 , l
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 CONTItACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION 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 NOTED PER PLAN.
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SECTIONS
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TANAGR
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ENG. AND APPROVED WOOD TRUSSES SEE
TYP. WALL SEC71ON FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS
INSTALL PER. MFR. SPECIFICA71ONS
\ _ SEE PLAN
4'-0'
CONE. MASONRY BOND BEAM
CONE. POUR STOP
8' CMU WALL
1
A5 CONNECTION DETAIL
(16) WSJ TO G.T.
s . • SIMPSON KECCQ44
• •° OR APPROVED EQUAL
71051 UPLIFT MAX.
(14) W33 TO 0. 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.
(1) 5/8' DIA.
WEDGE ANCHOR
4" MIN. EMBED.
AS CONNECTION DETAIL
A5 Q)BOX -OUT DETAIL
SCALE- 1 4 = 1-0
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER
FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
PRE-ENGINEERED WOOD
ROOF TRUSS 0 24' 0/C
SIMPSON MOT W/ 22-10d
4:::::NAILS INTO TRUSS
(1) 5/8" ANCHOR
INTO BEAM W/
50 MIN. EMBED.
SET IN EPDXY
CONC. TIE BEAM OR
MASONRY BOND BEAM
MAX. UPLIFT = 39651
a5 CONNECTION DETAIL
USP KCCQ44 OR
SIMPSON CCO44sds2.5
FASTEN PER MAN'F SPECS
56801 MAX.
WOOD POST
SEE FRAMING PLAN
(6) 1/4'x2-1/2" LG.
SOS SCREWS TO POST
SIMPSON HDU5
HOLD DOWN 56W MAX.
(1) 5/8' DIA.
WEDGE ANCHOR
4" MIN. EMBED.
A5 CONNECTION DETAIL
PRE-ENG MD. TRUSSES ® 24- 0/C
(SEE CONNEC71ON SCHEDULE)
19/32' EXT. GRADE PLYWD. NAILED
® 6" 0/C AT PANEL EDGES & 12- 0/C
FOR THE REMAINING FIELD W/ 10d NAILS
2x8 VERTICAL NAILED TO ROOF 7RUSS W/
(3)10d NAILS, NOTCHED AND TOENAILED W/
(3) 10d NAILS TO PLYWOOD ON BLOCK WALL.
(3)1/2-x6- PCS. EXTERIOR PLYWOOD
CUT TO CONTOUR OF ARCH, SHOT TO
WALL W/ 3- PINS ® 12' 0/C (1 1/4" EMBED)
1/2' DRYWALL OVER
TYPICAL FURRING
�0 �0
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�• •i � ,'.;ice; �'�
i :,, :i i• �Ilill
APPLTYPIED ED TOCAL RSHEATHING /R!nI I
19/32 PLYWOOD ARCH ---' (III I I
SECTION VIEW
A5 CONNECTION DETAIL
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF 15 REBAR AT
BOTTOM OF LINTEL CAVITY
81716-1 B/1 T
L '— NOMINAL HEIGHT
QUANTITY OF 15
NOMINAL WIDTH REBAR AT TOP
4'.
TYP. 0 WALLS BUB BF16-OB/1T BF16-lB/lT
FASTENERS
ALLOWABLE LOADS
SIMPSON
MODEL NO.
CMU
CONCRETE
UPLIFT
GRAVITY
HU28
6-1/4%2-3/4'
6-1/4"O-3/4"
575 LBS
2400
TITEN
7TEN
HU210
8-1/4"x2-3/4"
8-1/4"0-3/4"
575 LBS
2400
TITEN
TITEN
WCONNECTION DETAIL
NAIL SILL PLATE THROUGH
TO CROSS BLOCK W/2-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS 0 24' 0/C
W/ 19/32- EXT. SHEATHING
TOE NAIL TRUSS TO CAP
W/3-16d NAILS
PRE-ENG WOOD TRUSSES
\
SEE TIP. WALL SEC71ONS
ACTUAL HEEL AND
OVERHANG CONDITIONS
TIE BEAM OR BOND BEAM
CONT. 2x4 RIBBON W/ }" X
20 CROSS
2-3/4" TAPCONS 0 24" O/C
CONE 2x6 P.T. BUCK FASTENED TO LINTELS
BLOCK 0 24"
O/C TYP. TOE
STAGGERED TOP & BTM.
W/ 1/4 x3' LG. TAPCONS 0 12- 0/C MAX.
NAIL EA. END
AND TO BLOCK OR CONC.
W/(3) 16d
W/ HIL71 ONI-62-P8 ® 8' 0/C MAX.
NAILS
2X6 RE CROSS BLOCK REQUIRED ONLY IF
TYPICAL TRUSS
FREE EDGE DIMENSION EXCEEDS 24'
SEE DIMENSION. NAIL TO BUCK AT EACH
END W/ (4) 16d NAILS.
AS
CONNECTION DETAIL
ALLOWABLE LOAD 1061 1/TRUSS UPLIFT
EDGE OF MASONRY OPENING
19/32 EXTERIOR SHEATHING
W/PAPERBACKED Hl RIB METAL LATH
20 PT BLOCKS ALONG ARCH
NAIL TO PLYWD. EACH END
W/(3) 10d x 1-1/2' COIL NAILS
"LOTTS"
LINTEL
BEAM SCHEDL
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALI
Uf
1
17'-40
1413
584
2
4'-6-
10000
250
f
3
4'-0'
10000
1071
1
4
3'-6"
10000
250
i
15 REBAR AT TOP
MIN. (1) REQ'D
5
4'-0'
8859
270
6
4'-0'
8859
270
;
1-1/20 CLEAR
7
S-6-
10000
250
i
8
5'-4-
5809
1172
n ' . n C.M.U.
9
17'4"
2106
810
10
6'-6'
3766
250
11
12'-0-
1363
250
A
12
6'-6-
3766
250
i
GROUT
13
5'-4-
5809
250
14
3'-6.
10000
250
i
• 15 REBAR REINFORCING
PROVIDED IN LINTEL (VARIES)
15
4'-0'
8859
270
18
4'-0'
8859
250
`.
17
7'-6-
2882
977
1
7-5/8" ACTUAL
" NOMINAL HEIGH
18
5-10-
1002
0
19
5'-10"
10000
976
°'
20
7'-6-
7857
876
E
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21
3'-6"
10000
295
9
22
7'-6-
7857
250
}V P
8F24-OB/1T BF24-lB/1T 8F30-1B/lT
100
PROJECT LOG
ISSUED FOR PRECON 06-24-20
ISSUED FOR PERMIT 07-10-20
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STRUCTURAL
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DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE 1
ZONE 2
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PANEL
FRAMING
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EDGE
INTER.
EDGE
INTER.
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REMARKS
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Bd RING-
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8d RING-
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8d RING -
EXPOSURE 1, OR EQUAL
SPAN RATING 40120
191320
24' 0/C
MAX
SHANK
6' 0 C
SHANK
6' 0 C
SHANK
6' 0 C
SHANK
6" O C
SHANK
6' 0 C
SHANK
4" 0 C
SHANK
4' O C
BLOCKED AS
SHOWN ON PLAN
EXT.
WALL
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RATING 40 20
19132
16' 0/C
1 MAX.
8d RING-
SHANK
4' 0 C
Bd RING-
SHANK
4" 0 C
Bd RING-
SHANK
6' 0 C
I
NAIL CORNER STUDS
AT 4' 0/C MAX. TYPICAL
BLOCK FREE EDGES
INT.
WALL
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RA17NO 32116
15132
16' 0/C
MAX.
8d RING-
SHANK
6' O C
Bd RING-
SHANK
6" 0 C
8d RING-
SHANK
12' 0 C
BLOCK FREE
EDGES
ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2
RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS.
1. a 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
TRUSS CONNECTOR SCHEDULE
FASTENERS
S77
PER
AP
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (Fi)
MARK
USP
CONNECTOR
TRUSS
TIE -BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
5 10d x 1-1 2'
-
990 1
1980 1
335
670 1
245 1
490
TC-2
TA14
(7) f0d x 1-1/2'
-
1205 f
2410 1
335 1
670 1
245 /
490
TC-3
HTW 16
8 lod x 1-1
4 1 4' x 1-3 4' WAB.
1225 1
-
1225 1
12251
HTA161
9 fOd x 1-1"
-
1870 1
2430 1
7101
lilof
270 1
1215
TC-5
HTW20
20 10d x 1-1 2'
24 10d x 1-1 2'
1530 I
-
-
-
-
-
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16, 2) BIDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPOONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
a: EDGE STRIP DEFINED AS THE LESSER OF 10%
2
BUILDING
OR 40XSHORIZONTAL
BEI GHTT H BUTNNOTT LESS OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT
l
O
2
\~�\
I i
I
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�
-----
i I
3\�N
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--------------
I I
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-------
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NOTE: SEE DIAPHRAGM 2 2
\i
SCHEDULE FOR ROOF ZONE
���-\��
NAILING REQUIREMENTS.---
--�
ROOF ZONE
DIAGRAM
USE USP HTW20 FOR ALLI
WOOD TO WOOD
CONNECTIONS, U.N.O.
ALL WALLS SHOWN ON THIS LAYOUT
ARE TO BE LOAD BEARING
9'-4„
10'-8"
p0ppp 11'-4„
14'-8"
TRUSS BEARING HEIGHT SCHEDULE
0
9
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
1
TYP RIDG A
ECP&
I I I ROOF MEMBRANE
2x RIDGE BOARD
(2) SIMPSON H10 CLI 3S
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
2x6 CATS 0 24" O/C
' BETWEEN TRUSS RUN
PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
I
�
�
FIELD FRAMED RIDGE DETAIL
k._
S
f�
1, ......'�
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.
TYP. MISSED STRAP DETAIL
NOTE: TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTER
1221 LBS. MAX.
(2) TC-1
�l
4
TC-1
J7
J7
J7
J7
J7
J7
J7
J7
110A
SEE DETAIL 2/A5
at
107 LBS. MAX.
TC-1
103 LBS. MAX.
�' 4•= ��"�'
TC-1
III LBS MAX
1...-^•'^ -
_
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-
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1 M
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PROJECT LOG
ISSUED FOR PRECON 0
ISSUED FOR PERMIT Io
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11
`4:
ELECTRICAL SYMBOLS
QQ NEST RECESSED
Q� DUPLEX RECEPTACLE SWITCH TELEVISION JACK V DETECTOR ® EYEBALL
I AT 72' A.F.F. SINGLE POLE 4 PRE WIRED SECURITY USB �Q
Q� STATION DUPLEX RECEPTACLE SWITCH 220 V.RECEPTACLE L] FLOOD LIGHTS ® F.P.&L.METER
IB AT BASE T3 THREE WAY AT 12" A.FF. SD SMOKE g & DISC'.
Q� HVAC DETECTOR
Ilc AT BE ABV. COUNTER �4 FOUR WAY THERMOSTAT ® MONOXIDE DETECTOR SMOKE / CARBON® BREAKER
Q INTERCOM EXHAUST
DUPLEX RECEPTACLE SWITCH I AT 60' A.F.F. SWITCH FAN
FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET I:? DISCONNECT
�Q F L EXHAUST FAN
® DUPLEX RECEPTACLE SWITCH ® AT 120 A.F.F. x PADDLE FAN W/ LIGHT
cFI GROUND FAULT D DIMMER TELEPHONE OUTLET W/ OR Wt7/ LIGHT R LV DOOR
RUSH IN FLOOR FLUORESCENT RELEASE
DUPLEX RECEPTACLE SWITCH SPEAKER FIXTURE CLG. UNITED. VOLUME
TOP REC. SWITCHED �K KEYED ® IN CLG. INCANDESCENT LIGHT CONTROL
?DUPLEX RECEPTACLE (� SECURITY SPEAKER FIXTURE CEILING UNTIED. QUADRUPLEX
I wP WATERPROOF I KEYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE
("` DUPLEX RECEPTACLE JUNC710N
FIXTURE WALL MNTED.
fY ❑ R� SPEAKER LOW VOLTAGE
nUc UNDER COUNTER BOX T HOME RUN ® HI HAT
CLG. MOUNTED TRANSFORMER
O INTERCOM 4 DOOR CAT5 ® HI HAT FB FAN BOX
STATION CHIME HOME RUN VAPOR PROOF IN CLG.
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
6
0
0
1
GAS WATER HEATER
1
20
12
1.0
0
1
GAS DRYER
1
20
12
1.5
0
1
GAS RANGE
1
20
12
1.0
0
1
LAUNDRY
1
1 20
12
1 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
1 0
1
BATH GIFT
1
20
12
1.5
0
12
GEN. LIGHTING
1
15
14
6.1
0
1
60 AMP
2
60
6
12.0
0
33 1 9.6
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 9.20
A/C LOAD AT 65% = 6.24
TOTAL = 25.44 25.44 x 1000/240 = 106 AMPS
NOTE: ALL EDGE OF SWITCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
NOTE: THERMOSTAT TO BE 62"
A.F.F. AND 9' HORIZONTALLY FROM
ANY CORNER OF WALL OR OPENING
PER PLAN
NOTE: GARAGE PUSH BUTTON
LOCATED 0 60" ABV GARAGE FLOOR
72' MAX.
NOTE: ACCEPTABLE SMOKE & CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE-9120B
C/0—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).
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 CHO Homes Corporation or other CHO 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*
— ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECORA
— ALL SWITCHES TO BE DECORA
U$8 STABON
I
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SUITE
1
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L�1
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LANAI
7'-4
HER
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12'-6"
L"o
GREAT ROOM
FLOOR OUTLET
I % a
W/ BRASS
COVER
I N
W��
HS
0 0
u
I
ELECTRICAL NOTE: I BEDROOM 3
FIELD VERIFY OUTLET
DIMENSIONS PRIOR TO
INSTALLING CABINETS
i
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IR SWITC O 3 A
KIT' 0
pp
Igo n O
I�
Ir_ N I�
I
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EDROOM
A.F.F. 1Do" .F.F.
GARAGE CEILING I I METER
FOYER � �
(1) SETS OF (3) 14/0 AWG. THMN I I � J � 0
� Rf � ;, o
IN 2' CONDUIT I DINING ° L I cFl
a — J
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200 AMP SERMCE O
DISC. COMBO A' Z DEN DOOR B U.N M
PANEL 2x4 STUDS - ELECT. a q% V.
1 1 200 A I
�.�� ..//! PANEL r� I E TRY
BACK TO CIO �i �.
BACK W/
METER �4Z 0 10
— 2
5/8' COX 10' CU SUPPLEMENTAL GROUND ROD PUW W LTA_ -1AND TO ONE REINFORCEING BAR IN — — — —
THE FOUNDATION 20'-O' LONG MIN. — — — —
----- —�
ELECTRICAL RISER DIAGRAM
I
I
I
CALCULATION NOTES: GARAGE FLOOR
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. ELECT. PANEL / CHASE
8. GENERAL LIGHTING CALCULATED 0 2443 (SQ.FT.) x 3
(WATTS/SQ.FT) = 7329 / 12 (GEN.LTG.CIR.) = 610.75 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALL S. ONLY.
_ GFI
FIELD VERIFY LOCATION MOTION SENSOR
AT FRAME WALK ACKIN 2 BAY GARAGE
L4'-0' I-
..i��/ POWER
/1.41 i/ix!UTLET
PULL
KEYPAD
0
1 1n — — — — — — — J
STANDARD POWER �D b
ABLE OUTLETS
INTERIOR ELEVATION -
"WallMountedTV" OPTION
@ GREAT ROOM
3'-7 1
60 AMP
ELEC. PANEL
S-7
PUMP &
iOTO CELL
SOFFIT
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
PROJECT LOG_
ISSUED FOR PRECON 06-24-20
ISSUED FOR PERMIT 07-10-20
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ELECTRICAL
PLAN
E-1
TANAGR
PSL = 20
PROJECT LOG
ISSUED FOR PRECON 06-24-20
ISSUED FOR PERMIT 07-10-20
MIN. HEIGHT FROM ROOF TO
LOWEST DISCHARGE OPENING
VENT TO ATTIC SEE M-1
FOR SIZE AND LOCATION
3" DBL. WALLED VTR
TYPE B GAS HOODED
SINGLE APPLIANCE
I I
I I
I I
I I
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I I
I GAS 0 1
I I
I I
I I
I I
I I
GAS VENT DIAGRAM
I:T
■ COVERED
■ MASTER LANAI
s" GAP SUITE
MT- FLASHING W/
COLLAR
-NG' TRUSS ■ ■�
3" MTL. HANGER
12x12x8
237 CFM
L —
"14A won
.�ViA
r •
FLEX
12"x12"
R.A.C.
W/ 9110
FLEX
12x12x8
218 CFM
Ii]li►1
GREAT ROOM
T—STAT SHALL BE WITHIN 3 FEET
HORIZONTALLY OF MAIN RETURN
14" 0
8x8x8
94 CFM
FOYER
COVERED
ENTRY
DO NOT SCALE PLANS
uHO HOME51
Fr`fts-mTANAGE'K
3712 TANAGER PL
FORT PIERCE, FL 34983
Bx$x4
19 CFM
♦ loxIoxe
„ •,
169 CFM
.
9110
IL
'RA
,.
�.:
TO ROOF
•� �!� ,
r
*�
DINING
1 • _:��
R m
12"x12"
O.A.G.
W/ 7" 0 DUCT
TO ROOF
I!,or
►�i r' 8-0
..
FL
EX
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v
1,
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J.
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...� .! ,
AHU-1
5—TON
J
22 x54•
PULL DN STAIR
N1 LT.
li44u
2 CAR GARAGE
I
REVIEWEDFOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCO
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MECHANICAL
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M-1