HomeMy WebLinkAboutBuilding PlansPROJECT LOG
ISSUED FOR START 07.29.21
ISSUED FOR PERMIT 08-24-21
1. THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH 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. 2020
ABBREVIATIONS
ABV
ABOVE
EXT.
EXTERIOR
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
AFF
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
II
METAL THRESHOLD
STL.
STEEL
B.F.
BI FOLD
FIR
FRENCH DOOR
MAX.
MAXIMUM
SW
SWITCH
B.P.
BI PASS
FIN.
FINISHED
MFR.
MANUFACTURER
TEMP.
TEMPERED
BLK.
BLOCK
FL.
FLOOR
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
BLW!
BELOW
G.T.
GIRDER TRUSS
MIN,
MINIMUM
T.O.
THROUGH OUT
BRG.
BEARING
GA.
GAUGE
M.O.
MASONRY OPENING
T.O.B.B.
TOP OF MASONRY BOND BEAM
BTM_
BOTTOM
GALV.
GALVANIZED
MONO.
MONOLITHIC
T,O,PL
TOP OF WOOD PLATE
CLG.
CEIUNG
GFI
GROUND FAULT INTERRUPT
MTL
METAL
T.O,T>B,
TOP OF TIE BEAM
CMU
CONCRETE MASONRY UNITS
GL
GLASS
O.H.D.
OVER HEAD DOOR
TYP.
TYPICAL
COL
COLUMN
GWB
GYPSUM WALLBOARD
O/C
ON CENTER
U.N.O.
UNLESS NOTED OTHERWISE
CONIC.
CONCRETE
GYP. BD.
GYPSUM WALLBOARDLABORATORIES
P.L.F.PF
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS
CSMT.
CASEMENT
HGT.
HEIGHT
P.S,F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
DBL
DOUBLE
HIPS.
HOOPS
P.S,I.
POUNDS PER SQUARE INCH
W.A°
WEDGE ANCHORS
DIA.
DIAMETER
HR
HOUR
P.T.
PRESSURE TREATED
W/
WITH
DISP.
DISPOSAL
HS
HORIZONTAL SLIDING
PART'N.
PARTITION
WC
WATER CLOSET
DP
DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
PKT.
POCKET
WD.
WOOD
DR.
DOOR
INS.
INSULATION
PLYWD.
PLYWOOD
DW
DISH WASHER
INT.
INTERIOR
R.O.
ROUGH OPENING
E.E,
EACH END
LG.
LONG
S.C.
SOLID CORE
ELEC.
ELECTRICAL
UN.
LINEN
S.G.D.
SLIDING GLASS DOOR
ELEV.
ELEVATION
LT.
LIGHT
SF
SQUARE FOOT
E.S.
EACH SIDE
LT.
LAUNDRY TUB
SH
SINGLE HUNG
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE' SIZE, SPACING
*FILL
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R13
9100 OHD 16070
WAYNE DAI_TON
N/A
W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED.
D,P = +28.5 PSF
+39.2 PSF -43.7 PSF
2-3 4 MIN. EDGE DISTANCE. 6' FROM END
-34.8 PSF
B
FL-20468.4
3080 DR
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS O
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
RAISED PANEL
4' & 18,5" O/C MAX. SPACING.
-34.7 PSF
C
FL 17499.9
SH 36
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
0 10' O/C MAX. SPACING & 2" FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PSF
D
FL 15349.10
6020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ I-1/4' MIN EMBED
D.P.= +33.4 PSF
+55.0 PSF -55,0 PSF
EQUAL SPACING & 3" FROM EDGE
-36.3 PSF
E
FL 17499.9
SH 36
Mi WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +29.9 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
0 !0' O/C MAX. SPACING & 2" FROM EDGE
-37.7 PSF
+60.0 PSF -70.0 PSF
F -
-FL 22401.3
8080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN ABED
D.P.= +28.4 PSF
+55,0 PSF -55,0 PSF
01i' O/C MAX. SPACING
-31.2 PSF
G
FL 17499.9
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
0 1O" O/C MAX. SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PSF
H
FL 15349.10
6020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.4 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3" rROM EDGE
-36.3 PSF
I
FL 17499.9
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.4 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
0 10" 0/C MAX SPACING & 2' FROM EDGE
-36.3 PSF
+60.0 PSF -70.0 PSF
J
FL 17499.9
SH 35
MI 'ANDOWS & DRS
SGL IMPACT
-1/16' TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
1
Q 10' O/C MAX. SPACING & 2" FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PSF
K
FL 17499.9
(2) SH 26
W WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +29.9 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
1
010' O/C MAX. SPACING & 2" FROM EDGE
-32.7 PSF
+MO PSF -70.0 PSF
ATTACHENTETHOD _®
BUILDING DESIGN
PRODUCT DESIGN
PRODUCT
MODEL #
MANUF
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
_FL 15353.8
MAX. HORIZ
MI WINDOWS�1/4'
& DOORS
TAPCONS W/ 1-1/4' MIN EMBED
(4) FASTENERS PER CUP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
5353 .9
FL 53
F IL 15353.9
FL 174712
EASTERN
1/4' TAPCONS W/1-3/4' MIN. DABED
MULLIONS
MAX. 108' LENGTH
ARCHITECTURAL
(8) FASTENERS PER H-CLIP
34.7 PSF
36.4 PSF -36.4 PSF
MAX 48" TRIBUTARY WIDTH
SYSTEMS
- ^
ROOFING
NOA NO. 21-0315.03
EAGLE ROOFING
(2) !Od RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
FL 5374-R5
FAST COAST i
3M2 COMPONENT FOAM ROD' TILE ADHESIVE AH-160
-83.4 psf
-169 psf.
HIP AND RIDGE CHANNEL METAL
INC
ROOFING
_METALS,
N/A
MEMBRANE.
N/A
N/A
UNDERLAYMENT
ASTM D-226 #30 FELT
BUTTON CAPS 12" GRID, 6" O.C. ATA MIN. 4' HEAD LAP
ROOFING
FL 2569,1 R20
SopREMA ROOF
MEMBRANE: LASTOBOND TU HT
UNDERLAYMENT
UN7ERLAYMFN'
SELF ADHERING, NON WOVEN POLYESTER FABRIC SURFACED,
N/A
N/A
PEEL & STICK
SBS MODIFIED BITUMEN ROOF UNDERLAYMENT
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
N/A
7/8' 11 16 GA. CORROSION RESISTANT STAPLES TO Hi RIB LATH
N/A
N/A
SPACED NOT MORE THAN 6'
1, CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST
UNTELS AS NECESSARY. (fm = 1500 PSI)
2. MORTAR TYPE M PER ASTM C 270-92.
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
GRAVEL CONCRETE.
4. REINFORCING:
VERTICAL:
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
B. WHEN A FOUNDATION DOWEL DOES NOT LINE 'UP WITH A VERTICAL CORE, IT SHALT NOT BE
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF DINE -HALF INCH FR01
THE MASONRY.
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
COLUMN SCHEDULE.
I- VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALT- BE CONTINUOUS
TO THE TIE BEAM. PRECAST UNTELS MALL HAVE OPENINGS TO ALLOW REINFORCING BARS "0
CONTINUE UNINTERRUPTED.
HORIZONTAL
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDUL=.
5. GENERAL:
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A,CJ. 53G-05/ A.S.C.E.
7-16/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MAS014RY STRUCTURES AND THE
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
B, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A,C.I. 530.1-•05/A.S.C.F- 7-16/T.M.S, 602-
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
FOR MASONRY STRUCTURES.
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
LIFT OVER 4'-0' HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND
BEFORE GROWING.
1:+ m: o -
1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERME'SFI
ON 0,006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
2. ALL REINFORCING STEEL TO BE GRADE 60.
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLNES UNLESS
OTHERWISE NOTED.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.R.
5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
WELL GRADED SAND COMPACTED TO ACHIEVE A
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT' THE USE OF TRANSFER
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
REQUESTED BY THE BUILDING OFFICIAL
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PS1 MIN.
8. DAMAGE PROBABIL111ES FROM TERMITE INFESTATION IS VERY (HEAVY PER TABLE R301.2(1
r
10 ol'J
r j <
1. PROVIDE 1x2 P.T, FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0' O/C
VERT. MAX. AND ALI, OTHER LOCATIONS PER F.B.C. SECTION 718
2, ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS
LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
3- EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" WIDE, AND MIN. NET
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR lot FLOOR WINDOWS. THE
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY PATH SECTION 2411
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
5, PROVIDE A MINIMUM OF' 4" CLEAR ALL AROUND AIR HANDLER UNITS.
6. ALL DWELLING ROOMS MUST HAVE HVAC REETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
TRANSFER GRILLES.
7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN, OF 6" ABV, ADJOINING GRADE.
BEAM SCHEDULE TES
1. ALL COMPOSITE LINTEL (MARK "II TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
NOTED
2. ALL BOND BEAMS (MARK 'BB') REINFORCING SHALL BE CONTINUOUS THROUGH BOND
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK
WORK,
4, REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS.
CONCRETE NOTES
1, CONCRETE SHALL CONFORM TO ASTM C94- 94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
CONCRETE ')WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11:
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER -
3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED
CONCRETE BELOW GRADE-3'
3. REINFORCING STEEL: GRADE SO (FY=60.000) ASTM A615-94.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION.
6. CONCRETE BEAM SIZES MAY INCREASED (El' MAX.) AS REQUIRED FOR ARCHITECTURAL
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND
DOOR BEAMS (28" MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'.
7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
DOWELS AS VERTICAL BARS ABOVE.
8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED ANTI SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORI7 BEAM
REINFORCING AT EACH FACE:, LAP 48 BAR DIA. MIN.
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF S I`ANDARD
.7,1+�1�►I1�
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT,
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
ACCORDINGLY.
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
OFFICE FOR RENEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
THE DESIGN.
4, TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS RENEW
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY REIJEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
PROVIDE A LAYOUT THAT FUt.LY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
DRAWINGS.
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED 'NTH CUPS, TOP AND
BOTTOM EACH STUD, AS PER CODE.
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION,
8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
CEMUPTOUS MATERIALS AND THE WOOD AS PER CODE.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING US[
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS),
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, NO. 2 OR BETTER AND SHALL PROVIDE
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES, 90 PSI
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C.
STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE, ATTACH DRYWALL NTH 1" LONG
BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX.
14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED, FASTEN TO
SUBSTRATE AT 4' O/C AS FOLLOWS;
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD
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
FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16" CROWN METAL.
MIL. FRAMING; SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE
USED FOR SOFFITS OR CEILINGS
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM, TYPE TO BE CRF 112G
1-1/2' LONG AND .120" DIAMETER U.N.O.
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
WIND LOADS PER F.B.C. 2020 7TH EDITION & ASCE 7-16.
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
SHALL LOCATED METER & PANELS AS REQUIRED.
I ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE.
I WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
COPPER OF EQUAL AMPACITY.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METAL'Y' SHEATHE) CABLE.
5. COORDINATE RACEWAY INSTALLATIONS NTH OTHER TRADES PRIOR TO CONSTRUCTION.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
SPECIFICATIONS.
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIREL 13Y LOAD AND UNITS.
& PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SW'TCIHES AT A,/C EQUIP, AND AT
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
RECOMMENDATIONS.
9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE': AND EXTERIOR OUTLETS AS
SHOWN ON PLANS.
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHAI.'L BE UL APPROVED AND AS
SELECTED BY BUILDER.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWW<1 ON PLAN.
12, PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE A'°II SHOWN ON PLANS.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a).
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KIMIE IN OR BA711 LIGHTING CIRCUIT'S
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTI I'Y BACK-UP, DETECTORS SHALL BE
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANECIL,1.51-Y,
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.1Z REQUIRE[) FOR ALL 120-VOLT,
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS DWELLING UNITS.
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM
r r
r
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C.
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREM'ENITS OF TABLE 604.3, F.B.C.
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH FB.,13. PLUMBING CODE CHAPTER 11.
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10"-0' FROM ROOF JACKS.
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF' THE BUILDING.
6. INSTALL CHASE PIPE FOR HVAC,
MECHANICAL NOTES
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "I LCIRIDA BUILDING CODE MECHANICAL'
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE,
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY GARAGE NOTES,
THEN L
CONCRETE REINFORCING STEEL. TEL ES 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, ! 1. OPENINGS BETWEEN THE GARAGE: AND RESIDENCE S'-1- BE EQUIPPED WITH SOLID WOOD
a
C4
I Lj
18�' 36 i 524'° i 25
SH 15 SH 25 SH 35 SH H35
M.D. 20 1/8" M.Q. 38' M.O. 54 1/8' M.G. 27 1/2'
1x, 2x, OR 5/4 BOARD 1:x, 2x, OR 5/4 BOARD
P.T. WOOD BUCK P.T. WOOD BUCK
38� 70" 38" `
t
SH 35 '!
-NIP00
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS i DOORS NOT LESS THAN ?" (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
-HALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3< LESS THAN f (35 MM) THICK, OR 20-MINUTE FIRE -RATTED DOORS
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WAIJILS OR CIEUNGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DW [LUNG 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 RESIDINCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN J" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
L4UDA LLYE
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
55
ROOF' 30 18 0
469
ATTIC 20 10 0
30
Iml
ULJ1110ATE "NO SPEED = 160 m.p.h.
BUILDING .RISK CATEGORY = 1;
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-16. 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,
M.O.M.O.
4rEDGEOFSLAB EDGEOF c EDGE
,8, rEDGE
EDGE OF
(OUT SWING) (OUT SWING) (OUT
CONCRETEDOOR INSTALLA11ON NOTE: DOOR BUCKS USED MAY BE •• USED . rrr" r THE OPENINGS 5/4' BOARD OR ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
SIZE,ALL FASTENERS SHALL BE OF THE E AND SPACING AS REQUIRED IN THE PRODUCT •-•OfO D.
DETAIL
SCALE
DETAIL
0 SCALE
SECTION
DWI. SCALE
SECTION
SCALE
# INTERIOR ELEV.
SCALE
B- BEAM LABEL
REVISION
IN
NORTH ARROW
-- BREAK LINE
0 2' 4 r
SHALL 11W - f-a" GRAPHIC SCALE
C-1
COVER 'SWEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTIJR,AL PLAN
A-6
TRUSS 11)[AN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
4 Owc 2 INTERIOR
ETEVATION
3
C# I?OLUMN LABEL
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1111111i11111111II Illllll MASONRY
"`'
•
E=oIllllllGROUT FILLED CELL SEE
FOUNDATION
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•
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1
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FOOTING SCHEDULE
OETAIL
MARK
SIZE D
REINFORCING
DESCRIPTION
NO.
W/2 15 CONE
EXTERIOR MONOLITHIC
F-1
20" x 18"
BIM.
ONE STORY
1
W/2 15 CONT.
EXTERIOR MONOLITHIC
F-2
20" x 18'
BTM.
® RECESS
38
ISOLATED
F-3
3-0" x 3'-0" x 12"
W/4 15 BTU. E.W.
PAD
7
THICKENED EDGE
TE-1
10" x DROP x CONT.
W/115 CONT.
AT DROP
34
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIPTON
8x8
CONC. BLK. 1#/1 FULLY GROUTED CELL W/1-15 VERT. Ea. CELL
C-1
BLOCK
6 8'-o" 0 C MAX. OR AS LOCATED ON PLANS
8x 16
C-2
BLOCK
CONC. BLOCK W 2 FULLY GROUTED CELLS W 1- 5 VERT. E4. CELL
8x12
C-3
BLOCK
CONC. BLOCK W 1 FULLY GROUTED CELLS W 2- 5 VERT.
12x12
C-4
BLOCK
CONC. BLOCK IN1 FULLY GROUTED CELLS W 2- 5 VERT.
77.
48 BAR DIA. SPLICE
Y 81x8' PRECAST
}' LINTEL. SEE LINTEL
:: SHOP DINGS.
f FILL COLUMNS
AND LINTEL SOLID
W/ GROUT
f Y 8 x8" FILLED
CELLS W/ 115
VERT. (TYP.)
TYPICAL DETAIL
LINTEL ON COLUMN
C❑NC, POURED FILL
CELL W/ STL. PER
D❑WELL & EPDXY (1)
REBAR INT❑ SLAB @
FILLED CELL L❑CATIE
W/ 4' MIN, EMBED, IN
SLAB
f
MISSED COLUMN
STL. DETAIL
MASONRY WALL BEYOND
PAVER RECESS
CONC. BRICK PAVER
SET IN SAND
SLOPE PER SURVEY
TYP. HOLLOW
MASONRY BLOCK
RUNNING BOND
PER PLAN
:❑NC, SLAB &
I❑N❑LITHIC
r'❑UNDATI❑N
PER PLAN
OVERHEAD GARAGE DOOR
OHD RECESS
FOOTING SEE SCHEDULE
', !'t . to •: � ;.•A `'r
20"
DRIVEWAY /
GARAGE INTERSECTION
8" MATCHING DOWELS FOR
�. CONC. OR MASONRY
COLUMN
COLUMNS 48 BAR DIA.
MIN. W/STD. HOOKS
-
a "- W
FIBERMESH
'� ' MATCHING DOWELS
48 BAR DIA MIN.
FIBERMESH-
FOOTING REBAR
SEE FOOTING SCHED.
GRADE �$' ..il, W/STD. HOOKS
i�: h'
��: ��' N
FIBERMESH
1-15 CONT,
3" MIN. COVER 10'
--
i:. �a
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34 THICKENED EDGE #1
PAD REBAR
... °
7IS!CHED,
E Q. E Q. SEE FOOTING SCHEDULE
EDGE BARS ALWAYS
SEE CHED, REMAIN. SPACE OTHERS
EQUALLY(D
SCHED.
TYP.
EXTERIOR CONT.
MONOLITHIC FOOTING
ISOLATED PAD
38
EXT. CONT. MONOLITHIC
6020 FG
SH IH33
19;
PROJECT LOG
ISSUED FOR START 07-29-21
ISSUED FOR PERMIT 08-24-21
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FOUNDATION
PLAN
A-1
mw = 64
CALCULATIONS
TOTAL U/A 1,815 S. F.
COVERED PORCH 105 S. F.
COVERED PATIO 139 S. F.
GARAGE 526 S. F
TOTAL AREA 2,585 S. F.
IMPACT /LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
U VALUE SHGC
IMPACT .62 / .25
GARAGE CEILING
20 STUD;
TOTAL AIR
VOLUME CUBIC
FEET = 17242.5
TYP. WINDOW
VERTICAL HEIGHT
SEPARATION IS 81$
GARAGE FLOOR
ELECT. PANEL / CHASE
CEILING
TYPICAL
® 11
FINISHED FLOOR
SOAP NICHE
FINISHED CEILING
OPT.
2x WD BLOCKII
EACH SIDE OF
FOR MOUNTING
2x MTL. STUD
TYP.
FINISHED FLOOR
TYP. MEDICINE CABINET
z
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W
W
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 8'-0" IN MASTER SHOWER AND 8'-0" IN OTHER LOCATIONS.
3. FIBERGLASS BOARD OR DUR-O-ROCK TO 8'-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.
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.
(2) 110 S.U.S. 70P & BOTTOM
® EACH STUD
FINISHED CEILING - SEE
TYP. WALL SECTION
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM W/ (1) J10 SMS 0 24"
25 GAUGE CHANNEL SHAPED STUDS
24" O/C W/1 FULL LENGTH LAYER OF
1 /2" TYPE GYPSUM WALLBOARD
APPUED VERTICALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12" O/C
CONC. FLOOR SLAB
HILT! PINS .145" DIA x I" LG.
® 16' O/C W/ 1' WASHERS
1 INTERIOR PARTITION
3/4" = V-0"
CHANGE IN
/--\ 6020 FG
(2) J10 S.M.S. TOP & BOTTOM
® EACH STUD
FINISHED CEILING - SEE
TYP. WALL SECTION
2x6 BLOCKING @
CABINET LOCATIONS.
FASTEN EA. END TO
STUDS W/ (2) #10
S.M.S. EA. END
25 GAUGE CMNNEL SHAPED STUDS-
24'O/c)W/11 FULLOLENGTTH LAYY STUDS
1/2" TYPE GYPSUM WALL6Q4RD
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
` HILT! PINS .145' 014 x 1' LG.
A 18" 0/C W/ I' WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/4" - 110'
AC CONC. PAD DETAIL
N.T.S.
WASHER
D4R
28-1/21 SPACE
DRYER VENT LOCATION
FRONT VIEW
DRYER VENT
#Lr)
n
TEMP FRAMELESS--\
GL W/ CUPS
1 /2" WALL CAP-------,
MTL FRAMING —�
KNEEWALL W/ DRYWALL
FINISH THIS SIDE
TOP OF KNEEWALL W PT
2X TOP PLATE & 1/ "
PLYWD & 1/2" NON ASBESTO
FIBER CEMENT BACKER BOARD
KNEEWALL W/ NON ASBESTOS
FIBER CEMENT BACKER BOARD
ON SHOWER�'TUB SIDE
& TILE FINISSH
in O
ROMAN SHWR
mi
PT 2X SILL PLATE L ` 0E
W/ 1 /4" TAP NS & I-- L- L- L_ �
FENDER WASH R TO SLAB L- L- L- L L_ L
L_ L_ L- L- L- L-
77
TYP. KNEE WALL SECTION
1 /2" = V-0"
CONDENSATE DRAIN
TO BE MIN. 12"
FROM BUILDING
PROJECT LOG
ISSUED FOR START 07-29-21
ISSUED FOR PERMIT 08-24-21
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Product Subm
ittal Sheet
uini 'p c=
:6 166 F 4—
Soffit Vents (One Piece)
Continuous one-piece Soffit Vpnt with reinforcing rib to key into stucoo am , plaster.
..`.1
CS58-300V 5I83 wide vent (onp piece) 5 overall w. -dh perforated flanges 15
r 3' Soffit :nt, -Continuous a^e-ni..,. ofrt Vent witri vin`orcing rib to key into stucca Sara: plaster. Vet Clips are provided to ounnectSe•`ii Vent and
to assist In alignment.
I'll area. 1 square inches per lineal ft.
Caulk all intersections, =_ctlons, buttjolnts, ends and corners attune of iinstaliation.
EMMMMEME Product Submittal Sheet
V1NyLCx:)RP
. 1/nvF RaE inlc:. p corn f 0 NVV191h t .c F a
5 fi 1"�iiFl Rl� _:r. 7ietnrl-,f ilrhnrS,_.. �t.mtri il�.da6Fi FK h,'.A',L`a
Mid Wall (M Style) Centro! Joint
L,ti sig.n..ed "o relieve stress and assist in Contr o fling cracks in exterior wall f€rd h. Intersections of Ts
available.
assist g
g ted flange
fdlid Vr,'.IIFC6n O11 U Ieinnts- L]eeigned to relieve stress and arrint n ^�3`��irsncrdaflkn in e*?eno,, pifora eh irRersectinns of Ts available.
............
US P, lont Number 757,45D
Caulk all intersections, buttjoints, ends and corners at time of installation.
ATTIC VENT CALCULATION. (SQ IN)
ROOF AREA CALCULATED 0 2,585 (SQ•FT.) x 144 = 372,240 SQ IN.
REA
151SQ IN. PER2REQUIRED LINEAR FT•( 66LF) VENT A 2,490 SO. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE 71LE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 30/ FELT TIN TAGGED
TO EXT, GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
PRE-ENG WOOD ROOF TRUSSES —
024' 0/C TYPICAL
W/APPROVED GALV. TRUSS
ANCHORS EA. END
gt SEE PLAN/ ELEV.
//.
GALL! MIL. DRIP
ON 1X2 P.T.
2x6 PAINTED TEXTURED--'
SPRUCE FASCIA
CEMENTITIOUS FINISH ON METAL LATH ATTACHED
TO LEDGER & 2x4 BLOCKING
W/ 7 x24" VENTS 0 8'-O' O.C.
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
CEMEMNTTITOUS FINISH
OVER 8' CONC. BLOCK
NOT TO EXCEED 5/8' THICKNESS
R 4.2 BETWEEN STUDS
�0'-0" FIN. FL. SLAB
T.
15
INSULATION
PER ENERGY CALC•
RAT RUNS PER
TRUSS MANE.
S 8' ORYWALL OR 1/2' 'TOUGHROCK'
(R EQUAL) APPLIED TO
..a. .
UNDERSIDE OF TRUSSES
FIRE STOP
-on
8 BOND
CONT. 0x16N-Z
W/ 1 CONT.OP & 80T. FILNRY
L W/ CONC.
CONT. METAL POUR STOP
1/2' DRYWALL
IX2 P.T. FURRING 0 24' 0/C
EXTERIOR BLOCK WALL TO BE
WOOD BASE
MONO. CONC. FOOTING
SEE FOUNDATION PLAN
FOR NOTES & DETAILS
a = 4. 0"
I I
I
I I
I
I
I
I I
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN-F.
(MAX. 8' O.C)
COVERD
PATIO
SLOPE
12
6['<�
PROVIDE CEMENTITOUS
FINISH PRIOR TO
METER INSTALL
D.P.= +33.4 PSF
H - 36.3 PSF
I D.P.= +33.4 PSF 6'-0"
-36.3 PSF
DD.P.= +31.9 PSF
J-34.7 PSF
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --
MEDIUM TEXTURE
DECORATIVE CEMENTITOUS FINISH
ON BLOCK WALLS, TYP.
PRE ENGINEERED WD. TRUSSES
�— @ 241) O/C TYPICAL
-- R-40 BLOWN IN INSULATION THROUGHOUT AIR CONDITIONED CEILINGS.T -
a = 4.0" L
I I
I I
I I
I I
I
I I
I I
I
I
I
I
I
I
I
-- -- -- -- -- -- -- - -
RIGHT ELEVATION
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
GREAT ROOM COV.
PORCI LIN
SLOPE
TYPICAL I N STALLATI O N
WINDOW ASSEMBLY ■CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADE
AND JAMBS PER FBC 2020 R703,4
BY WINDOW M
FASTENERS M REQUIREDAND
LIQUID APPLIED FLEXIBLE CONCRETE
MARBLE SILL CAULK FLASHING 1WATER PROOF PRODUCT TO
MEET AAMA APPLY PRODUCT DIRECTLY TO CLEAN
CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF• SPEC
'MORTAR DR WINDOW INSTALLATI
• �° '
:. GROUT
DRYWALL
° ,► , e ' : a SET SILL IN FULL
�' MORTAR BED AND HEAD JOINT
STUCCO DR
° DECORATIVE
-CEMENTITIOUS
COATING
°
3/4' FURRING TO
A'+'
MASONRY WALL 4 4 8' C.M.U.
CONC. COLUMN
1x4 P.T. BUCK SET IN
WEATHER STRIPPING
SEALANT AND NAILED
BY DOOR MANE.
W/1-1/2' CASE HAROEI
GARAGE DOOR
COIL NAILS AT 12' 01C.
GALV. STL. VERT. TRACK
MAX.
BY MANE. FASTENED TO
CONC. OR MASONRY
TRACK BRACKETS W/
1/4'-20x1/2' CARRIAGE
a
in
o : Qo'
BOLTS & LOCK NUTS
GALV. STL. TRACK
BRACKETS FASTENED
DRYWALL "RD
TO WOOD JAM6 W/
CAULKING
3/16 x1-1/4' LAG SCREWS
ALUMINUM FRAME
2x8 P.T. ATTACHED TO
FASTEN TO BUCK W/
&Wu S WW of
ITIACH W 51•l L
COLUMN W/ 5/8' WEDGE
ANCHORS ® 2'-0' 0/C VERT.
3/16 x2-1/2' TAPCON
SCREWS 0 12' 0/C
L
yV T r
(6" MAX. FROM ENDS) AND
PERIMETER SEALANT
2" FROM INSIDE EDGE OF 2X8
STUCCO FINISH
JAMB DETAIL
(GARAGE DOOR)
HEAD DETAIL (WINDOW)
ALUMINUM FRAME
FASTEN TO BUCK W/
3/16'x2 1/2' TAPCON
SCREWS 0 12" 0/C
ALUMINUM FRAME
SECURE FRAME TO SILL
PERIMETER SEALANT
WITH SILICONE
STUCCO FINISH
CAULKING
CONC. OR MASONRY
1x4 P.T. BUCK SET IN
Qo
SEALANT AND NAILED
W/1-1/2' CASE HARDENE
' J'O . Qo 0
0• `0 O
COIL NAILS AT 12" O/C.
MAX.
DRYWALL BOARD
PRECAST OR POURED
SILL
CAULKING
PERIMETER CAULKING
JAMB DETAIL (WINDOW)
IF GARAGE DOOR VERTICAL FEINFORCEMENT
REQUIRED, ADD (1) r A.B. Ti1 EACH SIDE OF THE
BRACKET THRU THE HORIZON i AL 2X P.T. HEADER,
4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
BRACKET.
SILL DETAIL (WINDOW)
10'-B" T.O.B.B.
W-4" T.O.B.B.
- - 0'_0" FIN. FL. SLAB
- 0'-0" FIN. FL. SLAB i
SECTION A -A
STUCCO FINISH
CONC. OR MASONRY
PERIMETER CAULKING
CONC. OR MASONRY
2x6 P.T. BUCK RIPPED
TO WIDTH OF DOOR JAM
1x4 P.T. BUCK SET IN
SET IN SEALANT FASTEN
SEALANT AND NAILED
W/ 1/4' 014 x 3-1/4'
W/1-1/2 CASE HARDENED
TAPCONS 3 FROM E.E.
.
Q0
COIL NAILS AT 12" 0/C.
®Oo Q - 0
AND 12' 0/C MAX.
�0120
MAX.
00 0
DOOR TRIM
DRYWALL BOARD
DOOR FRAME
CAULKING
_ FASTEN TO BUCK W/
(2) 16 GALV. x 2'
DER FRA
FRAME
SCREWS 0 2'-O" 0/C
n
FASTEN BUCK W/
(2) 16 GALV. x 2"
DOOR TRIM
SCREWS @ 2'-0' 0/C
PERIMETER SEALANT
STUCCO FINISH
JAMB/HEAD DETAIL (S.G.D.)
HEAD/JAMB DETAIL (DOOR)
DOOR THRESHOLD SET
IN BED OF CAULK &
FASTENED TO SILL W/
18 x 1 � 12' SCREWS
DOOR FRAME
FASTEN TO SILL W/
PERIMETER CAULKING
16 x 2' SCREWS
FLOOR COVERING
0 2'-O" 0/0
f FLOOR COVERING
6000
GROUT BED
CONCRETE SLAB
SILL DETAIL (S.G.D.)
:ONC. FLOOR SLAB
IERIMETER CAULKING
�'TUCCO FINISH
SILL DETAIL (D00
PROJECT LOG
ISSUED FOR STA
RT 07-29-21
ISSUED FOR PERMIT 08-24-21
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1/4" = 1'-0" U.N.Q.
ELEVATIONS
SECTIONS
A-4
PRECAST SILL DETAIL
TYPICAL WALL SECTION CONCRETE WATER PROOFING APPLICATION
SCALE 3/4' = 1'0"
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER KHAN THE PROPOSED OPENING ON
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x do 1x PRESSUF
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER
FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.
PRECAST SILL DETAIL
TYPICAL WALL SECTION CONCRETE WATER PROOFING APPLICATION
SCALE 3/4' = 1'0"
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER KHAN THE PROPOSED OPENING ON
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x do 1x PRESSUF
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER
FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.
ENG. AND APPROVED WOOD TRUSS'S SEE
TYP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG COND177ONS
SEE TRUSS CONNECTOR NOTE
INSTALL PER. MFR. SPECIFICATIONS
SEE P
COAL MASONRY BOND BEAM
CONT. POUR STOP
80 CMU WALL
eA5 CONNECTION DETAIL
(3) 16D TYP.
2X4 DIAGONAL BRACE RE
® 4'-O' 0/C, TYP,
2X4 LATERAL I
® 4'-O' 0/C,
(2)
14. TRUSS ~
GABEL END BLOCKING TRUSS TOP CHORD
PLAN NAIL SHEATHING TO LADDER EDGE
PER D14PHRAGM SCHEDULE
CONE FASCIA BOARD (SEE WALL SECTION)
I� 20 LADDER AT 16" 0 C
1
(8' MAX. O.H.)
ING 20 CONT. LADDER EDGE W/ (2) 16d 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
REINFORCE VERTICAL MEMBERS
OF GABLE END TRUSS W/2x4
TEE -BRACE AT EA. VERT.
NAIL W/16d NAILS ® 8" 0/C
(Z) CONNECTION DETAIL
A
A4
CONT. CONC. OR MASONRY 77E BEAM
SEE TIE BEAM SCHEDULE
#5 REBAR AT TOP
MIN. (1) REWD
4 ° 1-1/2"
CLEAR
F on FILLED WITH GROUT / U = UNFILLED iR _ ° ' d C.M.U.
QUANTITY OF 15 REBAR AT a
BOTTOM OF LINTEL CAVITYLn
Z GROUT
8F16-1B/1T "
a #5 REBAR REINFORCING
• PROVIDED IN LINTEL (VARIES)
L '—NOMINAL HEIGHT
QUANTffY OF 15
NOMINAL WIDTH REBAR AT TOP 7-5 8" ACTUAL
' NOMINAL HEIGH
f
TYP. ® WALLS 8U8 BF16-08/1T BF16-10/1T BF24-OB/1T OF24-18/1T BF30-18/1T
LINTEL BEAM SCHEDULE 1 B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
PPLIED UPLIF
LINTEL
SPECIFICATION
1
17'-4"
2047
872
16l
8F34-1B/1T
2
4'-0"
6113
Z410 4W7
3079
Jed
8RF14-19/1T
3
5'-4'
5365
250
9290
"100
8F16-1B/1T
4
7'-6"
2661
250
1634
100
8F16-1B/1T
5
7'-6"
2661
250
1634
100
8F16-1B/1T
6
7'-6"
2661
355
1634
247
8F16-1B/1T
7
6'-8"
3581
1253
1947
436
8F16-1B/1T
8
5'-4"
5365
250
2290
100
8F16-1B/1T
9
9'-4'
2000
0
1027
0
8F16-1B/1T
10
6'-8'
3581
250
1947
100
8F16-1B/1T
11
14'-8"
1091
250
513
100
8F16-1B/1T
12
5'-4"
5809
250
3057
100
8F16-1B/1T
13
6'-8"
3581
946
1947
330
8F16-1B/1T
14
3'-6"
10000
1841
7428
650
8F16-1B/1T
15
5'-4"
5809
840
3057
291
BF16-1B/1T
16
7'-6"
2661
250
1634
100
8F16-1B/1T
PROJECT LOG
ISSUED FOR START 07-29-21
ISSUED FOR PERMIT 08-24-21
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1/4" = 1'-0" U.N.O.
STRUCTURAL
PLAN
A-5
®
DUPLEX RECEPTACLE
$
SNITCH
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AT 12" A.F.F.
T
SINGLE POLE
Q�
DUPLEX RECEPTACLE
SNITCH
I I B
AT BASE
3
THREE WAY
DUPLEX RECEPTACLE
SNITCH
II�
II
AT 8" ABV. COUNTER
4
FOUR WAY
O
DUPLEX RECEPTACLE
SNITCH
FLUSH IN FLOOR
R
RHEOSTAT
DUPLEX RECEPTACLE
SNITCH
II GFI
GROUND FAULT
D
DIMMER
DUPLEX RECEPTACLE
SWITCH
TOP REC. SWITCHED
K
KEYED
Q�
DUPLEX RECEPTACLE
SECURITY
II wP
WATERPROOF
KEYPAD
M
DUPLEX RECEPTACLE
JUNCTION
Iluc
UNDER COUNTER
BOX
INTERCOM
®
DOOR
STATION
I
CHIME
ELECTRICAL SYMBOLS
TEEVISfON JACK NEST ® RECESSED
TEL
4 PRE WIRED DETECTOR EYEBALL
SECURITY `�' U58 STATION
220 V RECEPTACLE FLOOD LIGHTS F.P.&L METER
AT 12" A.F.F. sn SMOKE & DISC.
(7� HVAC DETECTOR ® BREAKER
T THERMOSTAT SMOKE / CARBON PANEL
SWITCH INTERCOM
MONOXIDE DETECTOR EXHAUST
I I AT SO" A.F.F.SWITCH
DISCONNECT FAN
TELEPHONE OUTLET F L EXHAUST FAN
® AT 12" A.F.F. PADDLE FAN W/ LIGHT
W/ OR W0/ LIGHT LV g TELEPHONE OUTLET'® {pR RE DOOR
Q FLUSH IN FLOOR FLUORESCENT � RELEASE
SPEAKER FIXTURE CLG. MNTED. VOLUME
IN CLG. INCANDESCENT LIGHT CONTROL
SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX
WALL OUTLET INCANDESCENT LIGHT RECEPTACLE
FIXTURE WALL MNTED.
® SPEAKER HI HAT TR LOW VOLTAGE
T HOME RUN ® CLG. MOUNTED TRANSFORMER
TCAT6 ® HI HAT F B FAN BOX
HOME RUN VAPOR PROOF IN CLG.
ELEC. PANEL "A" 200 AMP
CIRC.
DESCRIPTI❑N
POLE
BRKR
WIRE
VA.
100%
2
AHU HEAT STRIP
2
60
6
0
9.6
2
A/C COMPRESSOR
2
40
8
0
0
2
RANGE
2
50
6
12.0
0
2
DRYER
2
30
10
5.0
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/DISP❑SAL
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
10
GEN. LIGHTING
1
15
14
7.3
0
14U.e I y.b I
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 12.08
A/C LOAD AT 65% = 6.24
TOTAL = 28.32 28,32 x 1000/240 = 118.0 AMPS
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 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
NOTE: ALL VANITY WALL LIGHTS TO
BE 100" A.F.F. U.N.O. POWDER ROOM
TO BE 06" A.F.F. IF APPLICABLE
NOTE: GARAGE PUSH BUTTON NOTE: ALL EDGE OF SWITCH PLATES
LOCATED 0 60" ABV GARAGE FLOOR TO BE NO LESS THAN 4" FROM
72" MAX. OPENINGS
NOTE: ACCEPTABLE SMOKE & CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE-91209
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).
11 I I P=yq�f I I T�J — F Q -----�— — — — — — — — — —
I, N�3
— --
(1) SETS OF (3) 14/0 AWG. THWN
IN 2" CONDUIT ;' I = J
UTILITY _.,_.._.._ .
200 AMP SERVICE
� b I
❑ METER
DISC. COMBO "A" F
PANEL
0 200 A°.\
COV. PATIO h � i x]i
GR AI l QOM �ry
' FOYER"`'•,.._..
5/8" GOX 10' CU SUPPLEMENTAL GROUND ROD I I i ` 12� —44 LOOR OUTLET —••
' -
w/eRASS COVER ~� °
AND TO ONE REINFORCEING BAR IN
THE FOUNDAAON 20'-0 LONG MIN.
I I " -s"2'-6" I 2'-6" 5'
ELECTRICAL RISER DIAGRAM
DOORljELL
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULATED 0 1,815 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 5,445 / 10 (GEN.LTG.CIR.) = 544.5 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALLS. ONLY.
ELECTRICAL NOTE:
FIELD VERIFY OUTLET
DIMENSIONS PRIOR TO
INSTALUNG CABINETS
PHOTO CELL
SENSOR IN
SOFFIT
0
PROJECT LOG
ISSUED FOR START 07-29-21
ISSUED FOR PERMIT 08-24-21
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ELECTRICAL
PLAN
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PROJECT LOG
ISSUED FOR START 07-29-21
ISSUED FOR PERMIT 08-24-21
3'
3"
PLUMBING RISER DIAGRAM
2"
KIT AVV KITCHEN
DW CO
2"
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MECHANICAL
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