HomeMy WebLinkAboutCONSTRUCTION PLANGENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), LATEST
EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS
THAT GOVERN THIS BODY OF WORK.
3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THE
SE DRAWINGS SHALL BE SEALED BY A FLORIDA
REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY
NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS M.ANUFACTURERITRUSS
ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS.
4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
Q
CD 1. RISK CATEGORY: II
T 2. CODE REFERENCE: 2020 FLORIDA BUILDING CODE-R (7TH EDITION) & ASCE 7-16
Lo 3. BUILDING DESIGN: ENCLOSED
66 4. MEAN ROOF HEIGHT: <=15.0'
5. ROOF PITCH: 6/12
uj 6. GCpi: t 0.18
7. WIDTH OF END ZONE: A = 5.4'
~ 8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST (USED FOR ANALYSIS)
9. WIND EXPOSURE: C
10. ADJUSTMENT FACTOR: 1.21
11. SUPERIMPOSED LOADS:
FLOOR (DEAD) 20 PSF
FLOOR (LIVE) 40 PSF
ROOF (TOP CHORD DEAD) 7 PSF
ROOF (TOP CHORD LIVE) 20 PSF
ROOF (BOT. CHORD DEAD) 10 PSF
WALL 55 PSF (REINF. CMU) 118 PSF (FRAMED)
12. SHEAR WALLS WERE CONSIDERED
13. A CONTINUOUS LOAD PATH WAS PROVIDED
14. COMPONENT & CLADDING DETAILED
N 15. MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE
N
CONCRETE NOTES:
1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR
BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
W 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN
Q 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE.
p 3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH.
4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT
PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185
5.1. PROVIDE CHAIRS AND BOLSTERS
5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS)
5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE.
6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY
rn 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS:
-D'p 7.1. CAST AGAINST EARTH: 3"
tt1 7.2. EXPOSED TO EXTERIOR ELEMENTS: 1"
7.3. FORMED SURFACES: 1"
(a 8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THEPLANS AND SPECIFICATIONS.
ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BYTHE ENGINEER PRIOR TO
O CONSTRUCTION OF THOSE AREAS INVOLVED.
0 9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE
SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE.
N 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE CORNER BARS.
Q 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR WO S.F. AND AT ALL
RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON A3 THE CONCRETE HAS
o HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE MICH SOMETIMES RESULTS IN
m CRACKS (WHICH IS NOT UNCOMMON)
D_ 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IA NOT PERMITTED FOR SLABS.
10 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN
Co W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD, CONCRETE SHALL HAVL A MAX. W/C RATIO OF 0.04
AND A MIN. DESIGN STRENGTH OF 5000 PSI @ 28 DAYS.
13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED.
14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET.
CU 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS.
CD 16. SOILS SHALL BE TREATED. - -
N
rn
FOUNDATION NOTES:
1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR).
0 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PEF.
•v 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
a WINDOW AND DOOR NOTES:
O
00 1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMLM DESIGN PRESSURES AS
CD PRESCRIBED IN THESE PLANS.
2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.1 OF THE 2020 FBC RESIDENTIAL
CODE. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR D0ORS THEY ARE COVERING.
DI 3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 1X OR 2X PRESSURE TREATED DUCKS, AND AS PER MANUFACTURERS
N SPECIFICATIONS UNLESS OTHERWISE NOTED.
O
CONCRETE MASONRY NOTES:
N 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETI. MASONRY.
n' 1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS.
O
4. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR
CL 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.)
4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS.
d 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF
p THE COLUMNS.
0 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION FOR CONCRETE MASONRY
U
STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ALL CONCRETE MASONRY
UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM II C-270. MASONRY UITS SHALL HAVE A MINIMUM
w
+ COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA.
N 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN CN ARCHITECTURAL PLANS AT
E CENTER OF GROUTED CELL, PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDE
ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECIONS OF WALLS. CARE SHALL
0 BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY,1,ROVIDING A MINIMUM CLEAR
AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR
c DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING IIZE & SPACING. LAP SPLICE
O REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOFS TO PROVIDE CONTINUOUS
E REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMED'T IS IN CENTER OF WALL.
EO 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL &' BAR ON THE EXTERIOR FACE
OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK.
8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT DIST BEARING.
N 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE K)TED).
N 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTON 32" MIN. LAP.
U 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY.
y 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR.
Q 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, W LESS NOTED OTHERWISE.
12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SMPSON XP22' WITH
THREADED ROD.
0 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR IASE OF INSTALLATION.
TIMBER NOTES:
y
1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF
c`0 TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (0:AD LOAD & LIVE LOAD AND
F- DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING
CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOADBASED ON THE 2020 FLORIDA
Lo
BUILDING CODE, 7TH EDITION.
rn 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE
STORED IN ACCORDANCE WITH TPI-95.
U 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO
PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT k2 SHORT TRUSS HEELS
111 WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS.
J 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP.
LL 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6'
O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AID VALLEY SET BOTTOM
CHORD BETWEEN TWO TRUSSES FOR ACCESS.
1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (LE, A/C
EQUIPMENT, ETC.)
1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R301.5. TRUSSES SUPPORTNG MECHANICAL EQUIP.
SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS T APART LOCATED ANYWHERE ON THE TOP CHORD.
1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER
MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS.
1.8. ALL ROOF TRL SSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR
BARRIER MUS BE PROVIDED BETWEEN TRUSSES AND CONCRETE.
2. ROOF SHEATHING 3HALL BE A MIN. OF 1/2" (MIN.) CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN
PERPENDICULAR T D ROOF FRAMING WITH 8d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4"
BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING.
3. EXTERIOR FRAMEWALLS SHEATHING TO BE SHEATHED WITH A MIN. OF 1/2" (MIN.) APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF
24/0 OR BETTER. U 41LESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLY,�OOD SHALL BE 4 PLY MINIMUM. NAIL TO
STUDS USING 8d N ILS @ 6" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO
EACH STUD AT THq END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY
PENETRATE/MISS RAMING MEMBERS..
4. FLOOR SHEATHING TO BE 3/4" T & G COX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR
FRAMING GLUED &NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD.
5. THE MINIMUM LUMI IER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: SOUTHERN
YELLOW PINE #2 O 1 BETTER
BOTTOM PLATES A AINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER
6. ALL TIMBER IN COP TACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL.
7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE
NAILS AT STRAPS S TO NOT SPLIT THE WOOD.
\A/INIM I f1Ar% rlChl!'"AI /lr3ITCMIA.
1. DESIGN WIND LOA ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS.
2. SEE ROOF PLAN FC R ZONE LOCATIONS.
3. OVERHANGS SHALI. INCLUDE PORCHES, BALCONY ROOFS, ETC.
4. MAXIMUM DEADLO D RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF.
F
R 6:12 OR LESS ROOF PITCH
ZONE
AREA
PRESSURE
PRESSURE
OVERHANG
1
10
46
26
N.A.
1
20
1 40
22
N.A.
1
50
34
18
N.A.
1
100
28
14
N.A.
2E
10
63
26
75
2E
20
56
22
73
2E
50
47
18
69
2E
100
41
14
66
2R
10
63
26
N.A.
2R
20
56
22
N.A.
2R
50
47
18
N.A.
2R
100
41
14
N.A.
3
10
63
26
89
3
20
56
22
80
3
50
47
18
67
3
100
41
14
58
EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING
1. EXTERIOR WALL
MEET THE WIND
2. END ZONE IS AT
NTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO
:S SHOWN.
CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER.
WALL ZONE
PRESSURE
PRESSURE
END
38 PSF
30 PSF
INTERIOR
33 PSF
30 PSF
ROOFING NOTES:
1. ROOFING MATERIA�S SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE
DESIGN CRITERIA I THESE PLANS.
2. ASPHALT SHINGLE SHALL CONFORM TO ASTM D-3161 CLASS "F", ASTM D-7158 CLASS "H" OR TAS 107.
OVER ENCLOSED AREAS
ROOF ZONE
ROOF SLOPE 6:12 OR LESS
ROOF SLOPE 7:12 OR MOIRE
2
73 PSF
N.A.
3
73 PSF
N.A.
SOFFITS:
ZONE
DESIG
4 PRESSURE
2
+3
/-34 PSF
3
+3
/-42 PSF
PRODUCT APPROVAL INFORMATION
PRODUCT
MANUFACTURER
MODEL NO.
FLORIDA PRODUCT
DESIGN
MAX. DESIGN
APPROVAL NO.
PRESSURE
PRESSURE
SINGLE HUNG
PRODUCTS INC.FL
8153.1
134/-36 PSF
+50/-50 PSF
IMPACT OPAQUE
SWING DOORS
THERMA TRU DOORS
FIBERGLASS
FL 20468.1
a31/40 PSF
+67/-67 PSF
COMPOSITE EDGE
GARAGE DOOR
RAYNOR
IMPACT -
FL 15212.4
+29/-35 PSF
+37.4/-41.7 PSF
BUILDMARK
SOFFIT
PLY GEM SIDING GROUP
VARIFORM
FL 32502.1
-42 PSF
+157/-54.9 PSF
ROOF
OWENS CORNING
ASPHALT
FL 10674.1
+26/-89 PSF
OFF -RIDGE VENTS
LOMANCO, INC.
770-D
FL 3792.2
+Q6/46 PSF
HEIGHTS < 33'
UNDERLAYMENT
TAMKO BUILDING PRODUCTS
TAM -FELT
FL 12328A
+261-89 PSF
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PROJ. NO,
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DATE
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SHEET NO.
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TO ALIGN WITH EXISTING HOUSE, 3,000
P.S.I. MIN. WITH TROWEL SMOOTH
FINISH REINFORCED WITH 6" X 6" -
W1.4/W1.4 W.W. MESH OR FIBER MESH
W/ 8 MIL VAPOR BARRIER
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EXISTING
FOUNDATION AND
SLAB TO REMAIN
FOOTING REBAR (2) #5 BARS CONT.
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SCALE: 1"= V-0"
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EXISTING CONCRETE
FOUNDATION AND SLAB TO
REMAIN V.I.F.
OVER POUR SLAB DETAIL
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SCALE: 1" = V-0"
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EXIST. CONCRETE BEAM (FIELD
VERIFY SIZE & CONDITION)(SIZE TO
BE SIMILAR TO DESIGN BASED ON
EXIST. DRAWING -SITE INSPECTION
REVIEW/IF NOT CONTACT E.O.R.
IMMEDIATELY)
14" THICK CONCRETE FLOOR SLAB CAP
TO ALIGN WITH EXISTING HOUSE, 3.000
P.S.I. MIN. WITH TROWEL SMOOTH
FINISH REINFORCED WITH 6" X 6" -
W1.4/W1.4 W.W. MESH OR FIBER MESH
W/ 6 MIL VAPOR BARRIER
"QUIKRETE" OR EQUAL
BONDING AGENT
DOWEL & EPDXY (2) #5 X 36" BARS
(MIN.) 6" INTO EXISTING BEAM (30" LAP
SPLICE)(EA, SIDE WHERE NEW BEAM
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S-2 SCALE: 1" = V-0"
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MIN. COVER
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SEE FOUND. NOTES
4
SLOPE CONC,
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�s SHOWER RECESS DETAIL
S-2 SCALE: 1" = V-0"
3/16" DIA. STAINLESS GABLE TO
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CRIMP ENDS OF CABLE W/
LEAD SLEEVES OR CABLE
CLAMPS
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SCALE: 1" = V-0"
FILL-IN TRENCHES W/
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TERMITE TREATED FILL
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(EA. SIDE OF OPENING)
4
d.
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)TYPICAL CMU (BLOCK) OPENING REINFORCE
)TYPICAL
F- A/A" = 1'_n"
CUT PLUMBING TRENCHES TO
INSTALL NEW PLUMBING @
LOCATIONS AS INDICATED ON THE
ARCHITECTURAL PLANS
DOWEL & EPDXY #5 X 12" BAR 6"
INTO EXISTING STRUCTURAL SLAB
@ 24" O.C. (AT ALL LOCATION) - EA.
SIDE OF TRENCHES
EXIST. 4" CONC. SLAB
PLUMBING TRENCH CUT —IN REPAIR DETAIL
7 SCALE: 1/2" = V-0"
D W THICK BEADS OF POLYURETHANE
YX P.T. BUCK
SEALANT BEHIND BUCKS (BY BUCK
(2) 3L0' THICK BEADS OF POLYURETHANE
INSTALLER)
M P.T. BUCK
SEALANT BEHIND BUCKS (BY SUCH
CONTINUOUS BEAD OF POLYURETHANE
INSTALLER)
SEALANT (INSTALLED BY WINDOW
CONTINUOUS BEAN OF WATER
CONTINUOUS BEAD OF POLYURETHANE
INSTALLER)
RESISTANTSERIOR AT
SEALANT (INSTALLED BY WINDOW
CONTINUOUS BEAD OF WATER
RIOR MIYIBGCK
JOINT AT INTERIORIEXTENORAND
INSTALLER)
RESISTANT SEALANT AT MASONRWJBUCK
SOLID INFILL OF STUCCO
CORNER JOINTS (BY BUCK INSTALLER)
JOINT AT INTERIORIEXTERIOR AND
SOLID INFILL OF STUCCO
CORNER JOINTS (BY SUCK INSTALLER)
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
POLYURETHANE SEALANT
CONTRACTOR)
(BY CONTRACTOR)
POLYURETHANESEALANT
(BY CONTRACTOR)
CONTINUOUS BEAD OF SEALANT
CONTINUOUS BEAD OF SEALANT
ARMATER DAM 0 SHIM GAP (BY
AIFhVATER DAM ®SHIM GAP (BY
CONTRACTOR)
CONTRACTOR)
CONTINUOUS BEAD OF POLYURETHANE
POLYURETHANE SEALANT
SEALANT (INSTALLED BY WINDOW
(BY CONTRACTOR)
FINISH FLOOR
INSTALLER)
°"
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRWBUCK
JOINT AT INTERIORIEXTERIOR AND
EXTERIOR SILL NOSING
FINISH MATERIAL, PITCH
SOLID INFILL OF STUCCO
CORNER JOINTS (BY BUCK INSTALLER)
SILLAWAY FROM DOOR
SLAB RECESS
2X P.T. BUCK
CMU WATER RESISTANT COATING
CMU WATER RESISTANT COATING
(2) 318' THICK BEADS OF POLYURETHANE
ON MASONRY OPENING JAMBS (BY
CONTRACTOR
ON MASONRY OPENING dAMB9 (BY
CONTRACTOR)
MASONRYSILL
SEALANT BEHIND BUCKS (BY BUM).
INSTALLER)
NOTES:
• WATER RESISITANT SEAANT AT MASONRY & WOOD BUCKS TO SE'TYVEK
FLUID APPLIED FLASHING S JOINT
COMPOUND' OR EQUAL
NOTES:
• WATER RESISTANT SEALANT AT MASONRY &WOOD BUCKS TO BE'TVEK FLUID APPLIED FLASHING&JIQRNT
• POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO
BE'OYNOMIC I OP BY TREMCO OR EQUAL
COMPOUND' OR EQUAL
INTERIOR AMATER SEALANT AT WINDOW FRAME IS TO BE'TREMFLEX 834" SILICONRED ACRYLIC LATEX
POLYURETHANE SEALANT UNDER BUCKS& AT WINDOW FRAME TO BE TYNOMIC IOB'BY TREMCO OR EO VIAL
BY TREMCO OR EQUAL
• INTERIOR ARAVATER SEALANT AT WINDOW FRAME IS TO BE'TREMFLEX SW SILICONI2E0 ACRYLIC LATExx
• CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND
BY TREMCO OR EQUAL
RESULTING BEAM HEIGHTS
• ALL EXTERIOR DOORS MUST BE SET IN A RECESS.
• VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH MD BEAM HEIGHT ELEVATION$PRIOR TO POURING
SLAB
WINDOW WATERPROOFING DETAIL
DOOR WATERPROOFING DETAIL
SCALE: P - V-0'
SCALE: V-1'-0"
■
SILL REINFORCING SCHEDULE
OPENING WIDTH
SILL DEPTH
REINFORCING STEEL
WIDTH TO LESS
B::
(1)#5
THAN 7'
WIDTHS 7' TO
B"
(2) #3 SIDE BY SIDE
LESS THAN 10'
WIDTHS 10' TO
12"
(4) #3 SIDE BY SIDE
LESS THAN 15'
CMU W/BGA. LADDER
BLOCKING @ EVERY OTHER
COURSE
1 OF ACI HOOKS @ EACH BAR
SECURE UNDERNEATH
BOTTOM CONT. STEEL
SLAB/FOUNDATION - SEE
DETAILS
FILL EXISTING SHOWER W/ CONCRETE
TO ALIGN WITH EXISTING HOUSE, 3,000
P.S.I. MIN. WITH TROWEL SMOOTH
FINISH REINFORCED WITH 6" X 6" -
W1.4/W1.4 W.W. MESH OR FIBER MESH
W/ 6 MIL VAPOR BARRIER
■) BS16 im
■
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ae e
1 b 1 f 1
ROWS OF (2) 1/4"
TAPCONS INTO GROUTED
MASONRY W/2"EMBED
(TYP.) - MIN. (3) ALL SIDES
P.T. BUCK AS REQ. BY
MANUFACTURER
CMU
MASONRY WINDOW BUCK ATTACHMENT
S-4 SCALE: 3/4' = 1'-0"
"NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED
(AS NOTED IN THESE PLANS).
MASONRY DOOR BUCK ATTACHMENT
SCALE: 3/4' = 1'-0"
*NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES
REQUIRED (AS NOTED IN THESE PLANS).
EXISTING FOUNDATION
AND SLAB TO REMAIN
S-2
d .
o TIEpBEAM OR DOUBLE BOND BEAM ° 4 de
e
d O
e 4" 12" O.C. . d.d
MAX ° MAX. . a 4'
4"= L eEa
ROWS OF (2) 1/4" O
TAPCONS INTO GROUTED
MASONRY W/ 2" EMBED
(TYP.) -MIN. (3) ALL SIDES
P.T. BUCK AS REQ. BY
MANUFACTURER
CMU
BB16 1■ ■
BB16 IN I ■I■ it _BB16__ .,,-�.■ ■
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MARK
TOP
SIZE
REINFORCING
SPACING
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1. EE = EACH END BAI - BALANCE
2. TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN
OTHERWISE.
3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE.
4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO
VERIFY ALL LINTELS)
EXISTING FOUNDATION AND SLAB TO REMAIN
BB16 I ■
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SCALE: 1/4" = V-0"
RIGHT SIDE ELEVATION
SCALE: 1/4" = V-0"
REAR ELEVATION
SCALE: 1/4" = V-0"
LEFT SIDE ELEVATION
SCALE: 1/4" = V-0"
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EXISTING MASONRY IN -ILL DETAIL 1/S-5
OPENING
+32/-43 PSF
BEDROOM #2 QSD/CMD
(1) 36" X 24" FIXED
+33/-44 PSF
TH
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17 4X4#2 PT SYP
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W/ 1/2" CDX FLITCH PLATE
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I— �D EXISTING WALL TO BE REMOVED
® EXISTING WALL TO REMAIN
NEW WALL (WOOD FRAME)
L NEW WALL (CMU)
NOTE: ALL DIMENSIONS
TO BE VERIFIED IN FIELD
NOTE: ■ PROVIDE VERTICAL #5 BAR
AT ALL CORNERS, EA. SIDE OF WINDOWS
& DOORS & @ 4' O.C. MAX.
ARCHITECTURAL FLOOR PLAN
SCALE: 1/4" = V-0"
LINEN
2668
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DEN
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EXISTING MASONRY EXISTING MASONRY
OPENING OPENING (2) 36" X 60" SH
+32/-35 PSF +31/-35 PSF +32/-35 PSF +321-43 PSF
l% -- 1, l9' 12: >
(2) 12 PT #2 SYP BEA
SIMPSON HUC410 ATTACHED X CDX FLITCH PLATE --- _-- 6'-4"
W/ (18) 1/4" X 2-3/4" TAPCONS &
(10) 10d X 1-1/2" NAILS @ THE 4 X 4 #2 PT SYP "
JOIST (TYP.) COLUMNS SIMPSON HUC410 REVIEWED FOILd
CODE. -COMPLIANCE
4X4#2 PT SYP r-, o" __. 7'-10" ST. LUCIE COUNTY
COLUMNS
SQUAREFOOTAGE
A/C
NON A/C
TOTAL
MAIN HOUSE
1992
1992
FRONT PARCH
71
71
REAR POFCH
300
300
TOTAL - PROPOSED
1992
371
2363
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PROJ. NO. 21-700
DATE 04/30/2021
SHEET NO.
S-3
SHEET 3 OF 5
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R-30 INSULATION
SIMPSON HUC410 W/ (18) 1/4" X 3"
EMBED. TAPCONS @ THE WALL &
(10) 16d NAILS @ THE BEAM
ALL GYPSUM BOARD TO CONFORM
TO ASTM C5, C22, C28, C35, C59, 061,
C587, C631, C847, C933, C1032 AND
C1047 AND SHALL BE INSTALLED IN
COMPLIANCE WITH ASTM C843/44
3/4" PT FURRING STRIPS @ 16"
O.C. (TYP.) W/ R4.1 INSULATION
1/2" DRYWALL (TYP.)
EXISTING CMU WALL
TO REMAIN
EXISTING SLAB AND
FOOTING TO REMAIN
2 X 4 LEDGER ATTACHED W/ 1/4" X
PORCH CEILINGS TO HAVE A MIN, OF 318" COX (OR EQUAL) ATTACHED TO
1 2" EMBED. TAPCON @ 24" O.C. MAX.
THE BOTTOM OF THE TRUSSES USING 8d RING SHANK NAILS @ 4" O.C. AT
THE PANEL EDGES AND 8" O.C. IN THE FIELD WITH FINISH (TBD). 2" X 4" RAT
2 X 4 FASTENED TO 2 X 4 LEDGER
RUNS ARE TO BE INSTALLED @ 4' O.C. W/ (2)16d NAILS OR (2) #12 X 1-1/2"
USING (3) 8d NAILS TOE NAILED (2
S.S. SCREWS @ EA. TRUSS ALONG THE BOTTOM
ON 1 SIDE 1 ON THE OPPOSITE)
2 X 4 BLOCKING/ SOFFIT
ASPHALT SHINGLES OVER PEEL & STICK
NAILER @ 24" O.C.
UNDERLAYMENT OVER 5/8" CDX SHEATHING,
12 8d RINK SHANK NAILS @ 6" O.C. AT SEAMS &"
.�
6 6" O.C. IN FIELD
PRE-ENGINEERED WOOD TRUSSES
@ 24" O.C.
6" TRUSS HEEL (UNLESS
�' ,�� 2 X 4 ATTACHED TO TRUSS TAIL
DIRECTED OTHERWISE)
WITH 8d (3) 8d NAILS MIN.
(SPACED EVENLY - 4" O.C.)
HURRICANE STRAP @ EA. TRUSS -
PER SCHEDULE & LAYOUT
VENTED SOFFIT
to ALUM. DRIP EDGE OVER
rVOP. 1 X 6 CEDAR FASCIA
OVER 2 X 4 SUB -FASCIA
ATTACHED TO TRUSSES
W/(3) 16d NAILS EA.
TRUSS
VINYL VENTED SOFFIT (SEE
PRODUCT APPROVAL)
(2) 2 X 12 PT #2 SYP BEAM W/ 1/2" CDX
FLITCH PLATE FULLY LAMINATED
TOGETHER W/ "LIQUID NAIL" (OR EQ.)
& ROWS OF (3) 12d NAILS @ EA. END &
12" O.C. THROUGHOUT
BEAM ASSY. ATTACHED TO COLUMN
W/ SIMPSON CC44 W/ (4) 5/8" S.S. THRU
BOLTS @ THE BEAM & (2) 5/8" S.S.
THRU BOLTS @ THE COLUMN W/ 2" X
1/4" WASHER & LOCKNUT (EA. SIDE) -
NOTE: USE CORNER VERSION WHERE
REQUIRED
P.T. 4 X 4 WOOD POST, WRAPPED
4" CONCRETE SLAB W/6X6-
W1.4/W1.4 WWM OR FIBERMESH
ON 6 MIL. VAPOR BARRIER ON
WELL COMPACTED, TREATED FILL
SIMPSON ABU44 ATTACHED W/
5/8" X 7" EMBED ALL THREAD W/
2" X 1/4" WASHER @ EA. POST &
(12) 16d NAILS @ THE POST
Q
WALL SECTION @ REAR PORCH (FRONT PORCH SIMILAR
4 SCALE: 3/4" = V-0"
ASPHALT SHINGLES OVER PEEL-N-STICK
UNDERLAYMENT OVER 5/8" CDX
SHEATHING, 8d RINK SHANK NAILS @ 6"
O.C. AT SEAMS & 6" O.C. IN FIELD
PRE-ENGINEERED WOOD
TRUSSES @ 24" O.C.
HURRICANE STRAP @ EA. TRUSS -
PER SCHEDULE & LAYOUT —�
ICI
ALUM. DRIP EDGE OVER
1 X 6 CEDAR FASCIA OVER
2 X 4 SUB -FASCIA
ATTACHED TO TRUSSES
W/ (3) 16d NAILS EA. TRUSS
VINYL VENTED SOFFIT (SEE
PRODUCT APPROVAL)
DOUBLE BOND BEAM W/ (2) COURSES
H-BLOCK WITH (1) 95 BARS CONT. EACH
COURSE —
VINYL INSULATED IMPACT WINDOWS —
INSTALL ALL WINDOWS & DOORS PER
FMA/AAMA 200-12 SPECIFICATIONS
FOR WATER TIGHT INSTALLATION
PRE -CAST SILLS (CAST-CRETE OR EQ.)
- OPTION: FORMED AND POURED SILL,
SEE DETAIL.
8" X 16" CMU BLOCK W/ 9 GA. LADDER
BLOCKING @ EVERY OTHER COURSE
STUCCO FINISH
EXETRIOR STUCCO INSTALLED
IN COMPLIANCE WITH ASTM C
926 & C 1063.
6" TERMITE INSPECTION STRIP
REQUIRED
R-30 INSULATION
I
I
1/2" GYP. BD. DRYWALL
J
STD. OR RECESSED PRE -CAST
LINTELS ABOVE WINDOWS,
DOORS & LARGER SPANNING
OPENINGS W/ (1) #7 BAR TOP
COURSE & #5 BAR IN PRE -CAST
LINTEL POURED WITH BEAM
(CAST-CRETE OR EQ.)
ALL GYPSUM BOARD TO CONFORM
=
O
TO ASTM C5, C22, C28, C35, C59, C61,
LU
C587, C631, C847, C933, C1032 AND
x 9
C1047 AND SHALL BE INSTALLED IN
Ao
COMPLIANCE WITH ASTM C843144
3/4" PT FURRING STRIPS @ 24" O.C.
(TYP.) W/ R4.1 MIN. INSULATION 1/2"
DRYWALL (TYP.)
4" CONCRETE SLAB W/6X6 -
R BARRIER ON
WELL ON 6OML. P CTED, TREATED FILL
�n Y � a
FOOTING SEE DETAILS'
�2 TYPICAL NEW WALL SECTION
S_4 SCALE: 3/4" = T-0"
(1) 2 X 416 #2 SYP. TOP
PLATE ATTACHED TO
EA. TRUSS USING 16d
NAILS
NON -LOAD BEARING
FRAMED WALL
2 X 4/6 FIRE BLOCKING
2 X 4/6 WOOD STUD
WALL @ 16" D.C.
(1) P.T. 2 X 4/6 SYP.
BOTTOM PLATE W/ 8d
CASE HARDENED NAILS
@ 18" O.C.
CONCRETE SLAB/FLOOR
FRAMING
INTERIOR
SCALE: 3/4" = V-0"
SOFFIT ATTACHMENT @ CMU WALL
W*NOTE:
SCALE1"= V-0"
ONLY IF LEVEL RETURN SOFFIT IS NOT USED`
0
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,,-4„
O.H. 6'-0"SETBACK TRUSS HTSM16 X2
VOLUME (CUBIC FEET)
A/C BUILDING VOLUME 7 15936
ROOF AREA = 2.575 S.F.
1/300 OF AREA OF ROOF (ATTIC SPACE) EXCEPT. #2
"8.6 SQUARE FEET OF VENTILATION REQUIRED PER
FBCR SECTION 806.2 EXCEPTION #2 W/ (40%) 2.56 SQ
FT. COMING FROM UPPER VENTILATORS"
ACHIEVED W/ "PLYGEM" TRIPLE 4 VINYL (5.87 INA2/FT)
AROUND ENTIRE PERIMETER = 9.6 SQ. FT.
(3) 2' X 3' "LAMANCO" 770-D OFF -RIDGE VENT = 2.91
SQ. FT.
REQ. 8.6 SQ. FT. < 12.5 SQ. FT. PROVIDED
STRUCTURAL ROOF FRAMING PLAN
SCALE: 1/4" = V-0"
11 6
1'-4"
O.H. :
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.. / TRUSSES 24" O.C. MAX .. .. .. .. �5^ry .. " Affix' .. .. I
II 1I T II .
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I I HETA1 V-0"SETBACK TRUSS O.H:..-_.___._
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CODE COMPLIANCE w a (�
ST. LUCIE COUNTY _ W
SCANW I z
BY BOCC
St Lucie County (_) OO
LL
TRUSS CONNECTION SCHEDULE
UPLIFT
VIAX. UPLIFT
HARDWARE
CONNECTION NOTES
FASTENER SPECIFICATION
1052
1810
HETA16
COMMON TRUSS TO C.M.U. WALL (U.N.O.)
(9) 10d X 1 1/2" NAILS
2147
2235
HHETA16
HIP GIRDER TRUSS TO C.M.U. WALL (U.N.O.)
(10) 10d X 1 1/2" NAILS
758
1310
HTS16
COMMON TRUSS TO WOOD BEAM (U.N.O.)
(16 TOTAL)/(8 EA. SIDE) 10d X 1-1/2"
NAILS
964
1110
HTSM16
COMMON TRUSS TO EXIST. WALL
(4) 1/4" X 2-1/4" TAPCONS & (8) 10d X
1-1/2" NAILS
1463
1665
HTSM16 X2
COMMON TRUSS TO EXIST. WALL
(4) 1/4" X 2-1/4" TAPCONS & (8) 10d X
1-1/2" NAILS (EA.)
4872
4940
VGT
HEAVY GIRDER TO C.M.U. WALL
(1) 5/8" X 7" EMBED. GALV. OR S.S.
ALL -THREAD & (16) 1/4" X 3" SDS
498
1000
MTS12
TRUSS TO VALLEY TRUSS TIE DOWN (U.N.O.) &
(14) 10d NAILS (7 EA. SIDE) -
TRUSS TO CRICKET FRAMING
(1) @ EA. END & 4' O.C.
NOTE:
1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG -TIE Z-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUM
NAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS.
2. ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN).
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F-
PROD. NO.
21-700
DATE
04/30/2021
SHEET NO,
S®4
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BLOCK INFILL DETAIL c
SCALE: 3/4" = V-0"
2 X 416 DOUBLE TOP PLATE
'XISTING TIE -BEAM OR
OUBLE BOND BEAM
5 VERTICAL BAR DOWEL
EPDXY INTO EXIST.
IE-BEAM 6" MIN. EMBED
:A. SIDE OF OPENING)
5 VERTICAL BAR IN
JLLY GROUTED CELL
.A. SIDE OF OPENING)
5 VERTICAL BAR DOWEL & EPDXY
ITO EXIST. FOUNDATION 6" MIN.
MBED(EA. SIDE OF OPENING)
XISTING FULLY
ROUTED CELL (EA.
IDE OF OPENING) V.I.F.
XISTING CMU
KISTING SLAB/FOUNDATION, V.I.F.
WINDOW
ATTACH HEADER TO TOP PLATES
USING. SIMPSON SPH4/6 W/ (10) 10d
X 1-1/2" NAILS 0 16" O.C.
0
(2/3) 2 X 12 #2 SYP HEADER W/
-
1/2" CDX FLITCH PLATES
FULLY LAMINATED W/ "LIQUID
NAIL" (OR EQ.) & NAILED
TOGETHER W/ ROWS OF (3)
12d NAILS @ 12" O.C.
THROUGHOUT
NEW JACK/HEADER ATTACHED
TO TOP PLATE USING SIMPSON
MSTA24 W/ (8) 10d NAILS EACH
SIDE OF STRAP (TYP.)
SIMPSON SP4/6 @ 32"
O.C. TO STUD, TOP &
BOTTOM AND AT EA.
KING STUD W/ (6) 10d
X 1-1/2" NAILS @ EA. _/
DOOR OPENING
2 X 4/6 PT #2 SYP BOTTOM
PLATE ATTACHED TO
FOUNDATION W/ 5/8" X 5"
EMBED. S.S. OR GALV. "J"
BOLTS @ 24" O.C.
a
AFOUNDATION - SEE PLAN .°
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RoFRAMED BEARING WALL DETAIL
SCALE: 1/2" = V-0"
RESIDENTIAL LOAD CALCULATIONS PER NEC-220.82 A B
C
OXIMATE SQUARE FOOTAGE = 2,363
FOR ENTIRE HOUSE PANEL APP
DESCRIPTION
TOTAL LOAD
GENERAL POWER & LIGHTING @ 2,363 SQ. FT. x
3 VA
7.1 KVA
(2) SMALL APPLIANCE CIRCUITS @ 1,500 VA EACH
3.0 KVA
(1) RANGE HOOD
1.2 KVA
(2) BATH EXHUAST
0.2 KVA
(1) REFRIGERATOR
0.8 KVA
(1) MICROWAVE
1.6 KVA
(1) RANGE/OVEN
12.0 KVA
(1) DISH WASHER
1.8 KVA
(1) DRYER
5.0 KVA
(1) WASHER
1.5 KVA
(1) DISPOSAL
0.9 KVA
(1) WATER HEATER
5.0 KVA
(1) WELL PUMP (OPTION)
2.0 KVA
(1) IRRIGATION PUMP
2.0 KVA
' LAUNDRY SMALL APPLIANCE INCLUDED
TOTAL 44.1 KVA
200A SERVICE
FIRST 10 KVA @ 100% 10.0 KVA
REMAINDER 34.1 KVA@ 40% 13.7 KVA
OTHER MOTORS (0.1) @100% 0.1 KVA
LARGEST MOTOR AHU (2.1 KVA) @ 125% 2.7 KVA
HEAT STRIP 00 KVA) @ 100% 10.0 KVA
RESERVED 0.0 KVA
RESERVED 0.0 KVA
TOTAL PANEL 38.5 KVA
PANEL SIZE ( 36.5 KVA / 240V) = 152 AMPS
1.
DO NOT SCALE THE ELECTRICAL DRAWING. RE
FER TO THE ARCHITECTURAL PLAN AND
ELEVATIONS FOR EXACT LOCATION OF ALL E
UIPMENT AND CONFIRM WITH OWNERS
REPRESENTATIVES.
2.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH
THE LATEST EDITION OF THE NATIONAL
ELECTRICAL CODE AND SHALL COMPLY WITH j
ULL LOCAL RULES AND ORDINANCES.
3,
UNLESS OTHERWISE NOTED, ALL CONDUCTOF
S SHALL BE COPPER, WITH "THHN" INSULATION
FOR SIZE #10 AND SMALLER. CONDUCTORS
RGER THAN #10 SHALL HAVE "THWN"
INSULATION. ALL CONDUCTORS #10 AND SMALLER
MAYBE SOLID. ALL CONDUCTORS #8
AND LARGER SHALL BE STRANDED.
4,
OUTLET BOXES SHALL BE RESIDENTIAL GRADE
TAMPER RESISTANT IN DRY LOCATIONS,
CAST ALLOY WITH THREADED HUBS IN WET LC
CATIONS AND SPECIAL ENCLOSURES FOR
OTHER CLASSIFIED AREAS.
5.
DISCONNECT SWITCHES SHALL BE H.P. RATED,
HEAVY DUTY, QUICK MAKE, QUICK BREAK,
WITH ENCLOSURES AS REQUIRED BY EXPOSURE.
6.
THESE PLANS DO NOT SHOW EVERY MINOR DETAIL
OF
CONSTRUCTION, THE CONTRACTOR IS EXPEC
rED TO FURNISH AND INSTALL ALL ITEMS FOR
A COMPLETE ELECTRICAL SYSTEM AND MEET
kLL REQUIREMENTS NECESSARY FOR
EQUIPMENT TO BE PLACED IN PROPER WORKI
4G ORDER.
7.
THE ELECTRICAL SYSTEM SHALL BE COMPILE
LY AND EFFECTIVELY GROUNDED AS REQUIRED
IN ARTICLE 250, NATIONAL ELECTRICAL CODE.
g_
ALL MATERIALS SHALL BE NEW AND SHALL BE
kR U.L. LABELS WHERE APPLICABLE.
9.
ALL WORK SHALL BE PERFORMED BY A LICEN
ED ELECTRICAL CONTRACTOR IN A FIRST
CLASS WORKMANSHIP MANNER. THE COMPILE
rE SYSTEM SHALL BE FULLY OPERATIVE AND
ACCEPTANCE BY ENGINEER/ARCHITECT MUSI
BE A CONDITION OF THE SUBCONTRACTOR.
10.
THE ELECTRICAL INSTALLATION SHALL MEET
ILL STANDARD REQUIREMENTS OF
POWER, LIGHT COMPANY AND TELEPHONE CC
MPANY.
11.
CIRCUITS SHOWN ON PLANS ARE TO DETERMI
NE LOAD DATA AND PANEL SIZE. THE
CONTRACTOR SHALL PROVIDE CIRCUITS TO S
JIT JOB CONDITIONS.
12.
SEE NOTES ON PLANS FOR OTHER REQUIREM
ENTS.
13.
FURNISH AND INSTALL LIGHTING FIXTURES AN
D LAMPS AS SELECTED BY OWNER.
14.
ALL WORK SHALL BE COORDINATED WITH OTF
ER TRADES TO AVOID INTERFERENCE WITH
THE PROCESS OF CONSTRUCTION.
15.
CORRECTION OF ANY DEFECTS SHALL BE CO
PLETED WITHOUT ADDITIONAL CHARGE BY
CONTRACTOR AND SHALL INCLUDE REPLACEP
ENT OR REPAIR OF ANY PHASE OF THE
INSTALLATION WHICH MAY BE DAMAGED.
16.
ALL REQUIRED INSURANCE SHALL BE PROVID
D FOR PROTECTION AGAINST PUBLIC
LIABILITY OF PROPERTY DAMAGE FOR THE D
RATION OF THE WORK.
17.
CHECK ALL EQUIPMENT FOR PROPER VOLT A
E, PHASE, AND CURRENT BEFORE CONNECTION
TO CIRCUITS.
18.
ELECTRICAL CONTRACTOR SHALL CHECK ANC
VERIFY EQUIPMENT FURNISHED AGAINST
THOSE SPECIFIED OR INTENDED AND REVISE 13RANCH
CIRCUITS AS MAY BE REQUIRED WITH
PRIOR APPROVAL OF ENGINEERIARCHITECT.
AIR CONDITIONING EQUIPMENT AND CONTROI
S SPECIFICATION
1,
ELECTRICAL CONTRACTOR SHALL INSTALL AL
CONTROL RACEWAY (CONDUIT), WIRE
INSTALLATION, CONNECTIONS ETC. IN ACCOR
ANCE WITH WIRING DIAGRAMS ON AIR
EQUIPMENT,
2.
A/C / ELECTRICAL PLANS OR DIAGRAMS FURNI
SHED BY MANUFACTURER OF THE EQUIPMENT.
3.
ALL POWER WIRING FOR THE AIR CONDITIONII
IG EQUIPMENT SHALL BE FURNISHED,
INSTALLED AND CONNECTED UNDER THIS SECTION
OF THE SPECIFICATION.
4.
MECHANICAL CONTRACTOR SHALL PROVIDE h
IOTOR STARTERS FOR ALL AIR CONDITIONING
EQUIPMENT. ELECTRICAL CONTRACTOR SHA
PROVIDE ALL CONECTIQNS TO AIR
CONDITIONING EQUIPMENT PER MANUFACTUF
ERS SPECIFICATIONS.
5.
AIR CONDITIONING EQUIPMENT INCLUDES CO
DENSOR, COMPRESSOR AND FAN, FAN COIL
UNITS, ELECTRICAL STRIP HEATER, THERMOS
rAT, ETC.
ELECTRICAL NOTES:
1.
NEW TYPEWRITTEN CIRCUIT IDENTIFICATION ML
ST BE ON PANEL BOARDS A & C.
2.
ALL 20 AMP SINGLE POLE BREAKERS SHALL BE
ITHER GFCI OR AFCI TYPE OR COMBO.
3.
ALL 120V RECEPTACLES IN LIVING/SLEEPING AREAS
SHALL BE TAMPER RESISTANT.
4.
EXTERIOR 120V RECEPTACLES SHALL BE WATER
PROOF GFCL
WIRE METHOD:
1.
CONDUCTORS SHALL BE THHN/THWN. CONDUC
ORS NO. 8 AWG AND LARGER SHALL BE JOINED
BY AN APPROVED PRESSURE CONNECTOR. CO
NECTION TO GROUND CONDUCTORS NO. 110
AWG AND LARGER SHALL BE CAST BY FUSIBLE
ETAL PROCESS. NEW CONDUCTORS IN PANELS
SHALL HAVE THEIR FACTORY LABELS VISIBLE TO
A PERSON IN THE WORKING SPACE.
2.
NO CONDUCTORS SMALLER THAN 12 AWG SHAL
BE USED FOR POWER AND LIGHTING,
3.
ALL NEW CONDUCTORS SHALL BE COPPER. ALL
CONDUCTORS MUST BE INSTALLED IN CONDUIT.
IN DRY LOCATIONS "NM" CABLE MAY BE USED IN
ACCORDANCE WITH NEC RESTRICTIONS AND
REQUIREMENTS. EXPOSED ABOVE GRADE CONDUIT
MAY BE "RMC", "GRC", "IMC", "EMT" OR "FMC".
"LFNC" SHALL BE USED FOR CU'S AND WATER HEATERS.
4.
"FMC" AND "NM" LENGTHS IN EXCESS OF VSHAL
L HAVE A SEPARATE GROUNDING CONDUCTOR,
UNLESS UL LISTED AS APPROVED FOR GROUND
NG AT THE INSTALLED LENGTH.
HACR TYPE BREAKER
FOR AHUs & CUs
150A
METER g
(3) 1/O CU
IN 1-1/2" C.
GRADE
TO UTILI y
XFMR
EXTERIOR INTERIOR
LAUNDRY
200A
3C0. PNL-A
120l240V
20/240V I 10 3W
200A
GENERATOR 1#6
OONNE� CU
BC.W.P.1 1 CU
BOND TO
5/8"0x10FT FOOTER STEEL
RISER DIAGRAM GND ROD
0
Scale:
ELECTRICAL LEGEND
TYPE
DESCRIPTION
DUPLEX RECEPTACLE
Fl
GROUND FAULT CIRCUIT DUPLEX RECEPTACLE
er
WEATHERPROOF GFI DUPLEX RECEPTACLE
@200
220 VOLT RECEPTACLE
SURFACE MOUNTED CEILING LIGHT
I�
WALL MOUNTED LIGHT
O
RECESSED CEILING LIGHT
OWPCMD
SMOKE DETECTOR (110 V)
CATS/CABLE (COMPUTERTV)
EXHAUSTFAN
$
SWITCH
3-WAY SWITCH
r=m
ELECTRICAL PANEL
-'-
CEILING FAN
\
BEDROOM #2 \ ��
OSD/CMD
---- CLST -- --
1/0 CU THWN
1)#6 GND
1-1/2" C.
0
CLST
FRAME IN -FILL WALL
SCALE: 3/4" = V-0"
/
EXISTING HEADER
NEW 2 X 8 PT #2 SYP TOP 8,
SIDE PLATES ATTACHED TO
EXIST. W/ 1/4" X 3" EMBED
LAG BOLTS @ 12" O.C.
NEW 2 X 8 #2 SYP STUDS
@ 16" O.C.
EXISTING WOOD STUD WALL
NEW IN -FILL 2 X 8 PT #2 SYP
BOTTOM PLATE ATTACHED W/
1/4" X 3" EMBED. TAPCONS @
EA. END & 16" O.C. MAX.
.EXISTING SLAB/FOUNDATION
r- - - - - - - - - - - - - - - - -
� �I I
\ FAMILY ROOM
\ I
BEDROOM #3
OSD/CMD L- i-----/-----------I
OSD/CMD /
I
rz�._.WHO.
GFI'le
..., __._
\ I \
�\ a LAUNDRY
AT1 C? 0KITCHEN 1 / / / -
GFI /
0- a
GFI
e /
qp
-
I �
1 LL I I #
BEDROOM #1 /
OSD/CMD
/ / I
I
/� U I
NOTE:
ELECTRICAL LAYOUT ARE SUGGESTIONS ONLY.
ALL ELECTRICAL TO BE PER 2020 FBC & 2017 NEC &
PERFORMED BY A STATE REGISTERED ELECTRICAL -
CONTRACTOR.
ELECTRICAL SERVICE TO BE UNDERGROUND SUPPLY.
II
GREAT ROOM /I
OSD/CMD
DEN /
/ \
QSD/CMD
ELECTRICAL PLAN
SCALE: 1/4" = V-0"
g
-0
/ BATH
CLST
BEDROOM #4
\ OSD/CMD
ICANNEb
BY
5t Lucie Count;
REVIEWED FOR
CODE COMPLIANI
ST. LUCIE COUNT
BOCC
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I-
PROJ. NO.
21-700
DATE
04/30/2021
SHEET NO.
S-5
SHEET
0F S