HomeMy WebLinkAboutCONSTRUCTION PLANPROJECT LOG I
ISSUED FOR PRECOPI 1 01-16-18
ISSUED FOR PERMIT 102 09-18
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
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017
ABBREVIATIONS
ABV ABOVE
EXT.
EXTERIOR
AFF ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
AHU AIR HANDLER UNIT
F.R.
FIRE RATED
B.F. BI FOLD
FR
FRENCH DOOR
B.P. BI PASS
FIN.
FINISHED
BLK. BLOCK
FL
FLOOR
BLW. BELOW
G.T.
GIRDER TRUSS
BRG. BEARING
GA.
GAUGE
BTM. BOTTOM
GALV.
GALVANIZED
CLG. CEILING
GFI
GROUND FAULT INTERRUPT
CMU CONCRETE MASONRY UNITS
GL
GLASS
COL COLUMN
Go
GYPSUM WALLBOARD
CONC. CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT. CASEMENT
HGT.
HEIGHT
DBL DOUBLE
HPS,
HOOPS
DIA. DIAMETER
HR
HOUR
DISP. DISPOSAL
HS
HORIZONTAL SLIDING
DP DESIGN PRESSURE
HV HZ
HIGH VELOCITY HURRICANE ZONE
DR. DOOR
INS
INSULATION
DW DISH WASHER
INT,
INTERIOR
E.E. EACH END
LG.
LONG
ELEC. ELECTRICAL
UN.
LINEN
ELEV. ELEVATION
LT.
LIGHT
E.S. EACH SIDE
LT,
LAUNDRY TUB
MASONRY NOTES I
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASIM C 90-90. ASTM GRADES NI OR NII. PROVIDE PRECAST
UNTFLS AS NECESSARY. (fm = 1500 PSI)
1. PROVIDE tx2 P.T. FIRESTOP HORIZONTAL 0 COUNG & 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
THESE PLANS WERE
PREPARED
2 MORTAR TYPE M PER ASTM C 270-92.
VERT. MAX AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
FRAMING SCHEME SHOWN VALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
SHALL LOCATED METER & PANELS AS REQUIRED.
2. ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2 ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2017 FLORIDA BUILDING
CODE 6th EDITION
3. CELL$ UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FlUID W/ 3DOD PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
GRAVEL CONCRETE
LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
& WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
ll00RS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
ACCORDINGLY.
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
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR tat FLOOR WINDOWS, THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. CDORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
THE DESIGN.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. WHEN A FOUNDATION DOWEL DOES NOT UNE UP WITH A VERTICAL CORE, IT SHALL NOT BE
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL AUGNMNT, EVEN THOUGH IT IS IN AN
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
4. N AR GLASS T
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
SPECIFICATIONS.
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
AS THE MINIMUM THICKNESS
THEIR ROOF TRUSS DESIGN FOR RENEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
TRANSFER GRILLES
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
M.R.H.
MEAN'ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE.
9. PROVIDE CA BREAKERS FOR ALL BATHRCOMS, GARAGE AND EXTERIOR OUTLETS AS
M.T.
METAL THRESHOLD
STL
STEEL
7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
MOWN 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 C ABV. ADJOINING GRADE.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
MFR.
MANUFACTURER
TEMP.
TEMPERED
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS
10. ELECTRICAL FIXTIRES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
MIN.
M.O.
MINIMUM
MASONRY OPENING
T.O.
T.0.8.@.
THROUGH OUT
TOP OF MASONRY BOND BEAM
HORIZONTAL
8. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
BOTTOM EACH STUD. AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE QUll£fS AS SHOWN ON PLAN.
MONO.
MTL
MONOUTHIC
METAL
TO.PL
TO.T.B.
TOP OF WOOD PLATE
TOP OF TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE
I. ALL COMPOSITE LINTEL (MARK V) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
NOTED
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
TYR.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5 GENERAL
`BB")
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN DUPLEX RECEPTACLES.P.T.F.
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
A STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E.
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS
B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
tti, KITCHENS, DINING ROOMS AND BATHROOMS RECEPTACLE OUTLETS FOR COUNTER
P.T.
POUNDS PER SQUARE INCH
W.A.WEDGE
W/
ANCHORS
WITH
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
7-10/TTA 4ON BUILDING
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO Fli BLOCK
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
CEMENTITQUS MATERIALS AND THE WOOD AS PER CODE
C
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210 8(D).
P.T.
PART'N.
PKE
PRESSURE TREATED
PARTITION
POCKET
WC
WI).
WATER CLOSET
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.SC.E. 7-10/T.M.S 602-
WORK'
L
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
AD
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
PLYWI).
PLYWOOD
0.5, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS
DURING ERECTION TRUSSES TO PREVENT COLLAPSE DAMAGE.
18. SMOKE DETECTORS SHALT BE CONNECTED TO KITCHEN OR BATH UGIMTING CIRCUITS
R.D.
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.D.D.
SOLID CORE
SLIDING GLASS DOOR
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM VARIED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
SF
SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED DONT. CELL
17. PRENIRE FOR GARAGE DOOR OPENER SENSOR.
SH
SINGLE HUNG
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
11. ALL HEADERS OVER
NOTED. (FOR WOOD FRAME CCONSTRUCTION DEPENDING RS AND WINDOWS M BE (ON ALL 3WALL THICKNESS). ) 2XI27S UNLESS OTHERWISE
18. ARC FAULT
LIFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
-INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT.
ST LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS,
FIXED GLASS, WINDOWS & SKYUGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 Fill
9100 CHID 18080
WAYNE DALTON
N/A
W/ 1-1/4' WASHER & 2-3J4' MIN. EMBED.
D.P= +28.5 PSF
+39.2 PSF -43.7 PSF
-2-We MIN. EDGE DISTANCE 6' FROM END
-32.2 PSF
8
FL 17499.1
SH 35 W/
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.- +31.9 PS
55.0 PSF -55.0 PSF
FL 15349.5
F.G. ABV-
O ID' O/C MAX SPACING & f FROM EDGE
-34.8 PSF
C
FL 17499,1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
O 10' O/C MAX SPACING & f FROM EDGE
-36.3 PSF
D
FL 17499.1
SH 35
MI WINDOWS & DRS
SOIL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 16' O/C MAX SPACING & f FROM EDGE
-34.8 PSF
E
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCDNS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10" O/C MAX SPACING & f FROM EDGE
-34.8 PSF
F
FL 174991
SH H33
MI WINDOWS & DRS
SOL IMPACT
3/18- TAPCONS W/ 1-1/4- MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
0 10- O/C MAX SPACING & 2- FROM EDGE
-36.3 PSF
G
FL-76MI
2680 SGL 617E DR
THERMA TRU
SOIL IMPACT
1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
6" & 14' O/C MAX SPACING.
-34.8 PSF
H
FL 174991
(2) 9H 26
MI WINDOWS & DRS
SOL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +29.9 PSF
+55.0 PSF -55.0 PSF
0 1O' O/C MAX SPACING & 2" FROM EDGE
-32.7 PSF
I
FL 15349.5
6414 TRANSOM
MI WINDOWS & DRS
SOL IMPACT
3/16' TAPGONS W/ 1-114" MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
J
FL 17499.1
SH 36
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4- MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & Y FROM EDGE
-34.8 PSF
K
FL 15349.5
4614 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCDNS W/ 1-1/4 MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
L
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3AS' TAPCONS W/ 1-1/4 MIN EMBED
D.P.= +28.5 PSF
+55,0 PSF -55.0 PSF
0 12" O/C MAX SPACING
-31.3 PSF
M
FL 15349.5
12014 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/18' TAPCONS W/ 1-1/I MIN EMBED
D.P.- +31.9 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM MM
-34.8 PSF
N
FL-7630.1
2880 SOIL LITE DR
THERMA TRU
SGL IMPACT
114r TAPCONS W/ 1-1/4' MIN EMBED CORNERS O
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
6" & 14" O/C MAX SPACING
-41.7 PSF
0
FL 17499.1
SH 15
MI WINDOWS & DRS
SOIL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
0 ID' O/C MAX SPACING & f FROM EDGE
-36.3 PSF
P
FL 17499.1
(2) SH 25
MI WINDOWS & DRS
SOL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10- O/C MAX SPACING & Y FROM EDGE
-34.8 PSF
Q
FL 17499.1
SI 15
MI WINDOWS & DRS
SOL IMPACT
3/16' TAPCONS WJ 1-1/4' MIN EMBED
D.P= +33,5 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & f FROM EDGE
-44.8 PSF
R
FL 174991
SH 25
MI WINDOWS & ORS
SGL IMPACT
3/16' TAPCONS WJ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & f FROM EDGE
-41.7 PSF
S
FL 17499.1
SH 25
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 & f FROM EDGE
-34.8 PSF
T
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P. +33.5 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & f FROM EDGE
-36.3 PSF
U
FL 15349.5
6032 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-34.8 PSF
V
FL 17499.1
SH 36
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
010' O/C MAX SPACING & 2- FROM EDGE
-34S PSF
W
FL 17499.1
SH 16 W/
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS WJ 1-Ile MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
FL 15349.5
F.G. ATV.
0IV O/C MAX SPACING & f FROM EDGE
-36.3 PSF
X
FL-15037.4
PR 3080 ORS
THERMA TRU
N/A
1/4' TAPCONS W/ 1-114' MIN. EMBED CORNERS O
D.P.= +29.9 PSF
+50.0 PSF -50.0 PSF
6' & 14' O/C MAX SPACING
-327 PSF
Y
FL 15349.5
6432 ARCHED FG
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3" FROM EDGE
-36.3 PSF
Z
FL 17499.1
SH 18 W/
MI WINDOWS & DRS
SOL IMPACT
3/16" TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
FL 15349.5
F.G ABV,
010" O/C MAX SPACING & f FROM EDGE
-36.3 PSF
AA
FL 17499.1
(2) SH 26 W/
MI WINDOWS & DRS
SCL IMPACT
3/16" TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +29.9 PSF
+55.0 PSF -55.0 PSF
FL 15349.5
F.G. ABV.
0 10' 0/0 MAX SPACING & f FROM EDGE
-327 PSF
PRODUCT
MODEL
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULUONS
MAX 104-1/4' HORIZ.
MIDO WINDOWS
&DOORS
TAPCONS WJ 1-1/4' MIN EMBED
1J4' FASTENERS
(4) FASIE7RERS PER CUP TOP & BTA1.
37.7 PSF
54.0 PSF -54.0 PSF
FL 1535&4
ROOFING
NOA NO. 17-082215
CAPISTRANO CONCRETE TILE
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-834 Oaf
-172 Oaf.
PRODUCTS
ROOFING
NOA NO. 17-0614-.22
POLYGLASS USA
MEMBRANE POLYSTICK TU MAX SELF ADHERED 1 OR MORE
PLIES NAILS AND IN CAPS 1f GRID, 6" O.C.
N/A
N/A
UNDERLAYMENT
W_
AT A MIN. 4'
SIBS UNDERLAYMENT
HEAD LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
N/A
'2RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
STUCCO
SPACED O EVERY HI RIB (4" 0/C) W/ 1-3/4' EMBED.
N/A
N/A
PER NAIL
BEFORE GROUTING.
FOUNDATION NOTES
1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FlBFRMESH
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
2 ALL REINFORCING STEEL TD BE GRADE 60.
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
OTHERWISE NOTED.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F.,
& FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
WELL GRADED SAND COMPACTED TO ACHIEVE A
MINIMUM OF 95% MODIFIED PRCCTOR ASTM 0 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 PSI MIN,
8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
PROPOSED SINGLE F,
0
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-0 UNFORMED
CONCRETE BELOW GRADE-3"
3, REINFORCING STEEL: GRADE 60 (FY=60.ODO) 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 PROVII)ED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION.
6. CONCRETE BEAM SIZES MAY INCREASED (8- 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 AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIL BEAM
REINFORCING AT EACH FACE. LAP 48 BAR DIA MIN.
9. PLACING DRAWINGS ON BAR USTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE
CONCRETE REINFORCING STEEL INSTTUTE UNLESS NOTED OTHERWISE.
10, DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FPC TABLE R301.2(1).
WILY RESIDENCE BY:
O
TACOMA
LOT 35
PORT ST LUCIE
COPYRIGHT 2018
TYPICAL "MI" WINDOWS
N LJ N I I L I N L�J N
u 10 u
18d" 36' 52d" 254"
SH 15 SH 25 SH 35 SH H35
■ ■ in ■ ■ ■
M,O. 20 1/8' M.O. 38' M.D. 54 1/8' M.D. 27 1/2'
x, 2x, OR 5/4 BOARD
P.T. WOOD BUCK
3R"
1 x, 2x, OR 5/4 1
P.T. WOOD
'SR"
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 WITH 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 WOW
FRAMING MEMBERS W/ NAILS OR STAPLES TD 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
MTL 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/f LONG AND .120' DIAMETER U.N.O.
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
WIND LOADS PER F.B.C. 2017 5TH EDITION & ASCE 7-10.
STEEL NOTES
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MAT&!AlLS
SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES PLATES A-3
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI)
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL
WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E7OXX.
LOAD SCHEDULE
LOCATION in DEAQ PAM IZ&
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
WINO:
UUTIMATE 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 Pat
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES
THERMA TRU EXTERIOR DOORS
El
10
P I
2x P.T.
WOOD BUCK
SHOWN TYP.
M.O. 35 1/4' W M.O. 37 1/4- W M.O. 41 1/4" W M.O. 55 1/Y W M.O. 77 1/2' W
X 98 1/2' H X 98 1/2" H X 98 1/2' H X 98 1/2" H X 98 3/4' H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
,
EDGE OF SLAB
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 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
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 16 OF ANY SLEEPING ROOM.
PLUMBING NOTES
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 40S, F.B.C.
2. ALL PLUMBING FUTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
3, DISPOSITION OF RAIN WAIER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
4, ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-O" FROM ROOF JACKS
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING.
6. INSTAIL CHASE PIPE FOR HVAC.
MECHANICAL NOTES
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
TSBNFOF%f TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL'
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
GARAGE NOTES
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
ODORS NOT LESS THAN V' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
LESS THAN 1? (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS
2 DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAG€ SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
'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
LESS THAN r (12-7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
SYMBOLS LEGEND
# DETAIL
AMCALE
rf DETAIL
DID. SCALE
SECTION
DWc SCALE
SECTION
DID. SCALE
DRAWING INDEX
C-1
COVER SHEET
A-1
FOUNDATION PLAN
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 O 2 INTERIOR
ELEVATION
3
C# COLUMN LABEL
F FOOTING LABEL
MZ_1BE
#
R ELEV
SCALE
SCALE
BEAM LABEL
■■
A#
REVISION
NORTH ARROW
-
W
BREAK LINE
Ad�i
ELEX
0 Z F
X
SCALE, GRAPHIC SCALE
0'-0AN. FL SLAB.
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN OR B EV.
Ou
MASONRY CONSTRUCTION
TYPICAL
=O y
U
GROUT FILLED CELL SEE
ul 0 0
FOUNDATION PLAN
w w
d�V J W W
NON -BEARING FRAME
\
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
BEAM HEIGHT CHANGE
FLOOR ELEVATION
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m
'
0
SEE FOOTING SCHED.
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8"x8" PRECAST
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COLUMNS 48 BAR DIA.
1''
FlBERMESH OR MIN. W/SID. HOOKS
LINTEL SEE LINTEL
r1 SHOP DWGS
WELDED WIRE PAD REBAR
SC
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l
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rIY' AND LINTEL SOLID
TYP. EXTERIOR CONT.
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I}; W/ GROUT
1
MONOLITHIC FOOTING
.L � .._. , ;-: -•,.:
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' '�
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.
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T
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COLUMNS 48 BAR DIA.
� •' �'I
MIN. W/STD. HOOKS
r==- f�
TYPICAL DETAIL
SEE07HER
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EQ. EQ. DETAILS FOR
SEE S EDULE F007ING
,. :.
BEYOND
I
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19
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FlBERMESH OR
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PAD REBAR
FOOTING REBAR
SEE F007ING SCHED.
EDGE BARS ALWAYS
m
SEE FOOTING SCHED.
SCHED.
REMAIN. SPACE
o
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ONLY (2) REGO.
OTHERS EQUALLY.
oz
m
38 EXT. CONT. MONOLITHIC
I:•: SEE BEAM SCHEDULE
FOR REINFORCEMENT
�_
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W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN
PAD REBAR
EQ. EQ. SEE F0077NG SCHEDULE
SCHEDULE FOR REINF.
EDGE BARS ALWAYS
TYPICAL DETAIL
SEE CHED. REMAAN. SPACE OTHERS
EQUALLY
BEAM HEIGHT CHANGE
7A CONT. ISOLATED SPREAD
FOOTING SCHEDULE
MARK
SIZE WxD
REINFORCING
DESCRIPTION
DETAIL
NO.
F-1
20" x 18" X CONT.
W/2 15 CONT
EXTERIOR MONOL17HIC
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 EW. B7M.
ISOLATED PAD
7
F-4
2'-6" x P-9" x 12•
W/3 15 E. W. BIM.
MONOLITHIC 0 PAD
19
F-5
2'-6" x 2'-6• x 12"
W/3 15 E. W. BTM.
PAD 0 INTERIOR
WOOD POST
6
F-6
24" x 18 x CONT.
W/2 15 CONT
ISOLATED SPREAD
7A
TE-1
10" x DROP x CONT.
W/115 CONT.
THICKENED EDGE
DROP
34
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIPTION
CONC. BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT.
8x8
AT 6'-0" 0/C MAX. AND AT EVERY CORNER AND
C-1
BLOCK
BOTH SIDES OF ANY OPENING MORE THAN 6'-00 WIDE
&16
CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-0 VERT. EACH CELL
C-2
BLOCK
AS LOCATED ON PLANS
8x12
C-3
BLOCK
CONC. BLOCK IN FULLY GROUTED CELL W/ 2-15 VERT.
IRREGULAR
45' MITERED CONC. BLOCK IN FULLY
C-4
BLOCK
GROUTED CELLS W/ 2-15 VERT.
12x12
C-5
BLOCK
CONC. BLOCK IN FULLY GROUTED CELL W/ 4-0 VRT. EACH CELL
4 X4"
C-6
WOOD POST
PROVIDE BASE AND CAP AS N07ED ON DETAILS
CONC. POURED FILLED
CELL W/ STL. PER PL<
DOWELL & EPDXY (1) #5
REBAR INTO SLAB 0
FILLED CELL LOCATION W,
4" MIN. EMBED. INTO SLA
MISSED COLUMN
STL. DETAIL
TYP. HOLLOW
MASONRY BLOCK
RUNNING BOND
PER PLAN
:ONC. SLAB &
dONOLITHIC
rOUNDATION
PER PLAN
T.O.B
T.O.B.
0
I
M
F
8'-4" T.O.B.
2'-4 1/2" '-10 1/2"
3'-9" S-9"
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13'-8"
mm
p
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9'-4" Lj. O.B.B.
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1'-7" '-2"
1'-8" 2'-6"
LW
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13'-5"
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8'-3"
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35'-8"
24'-4"
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MCI :L10]cG1
PROJECT LOG
ISSUED FOR PRECON 01-16-18
ISSUED FOR PERMIT 02-09-18
1 BLDG COMMENTS 06-12-18
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PLAN
A-1
OS - 35
6'-6"
0
I E
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12"
3.
AC CONC PAD DETAIL
L CEILING AND WALL FINISHES SUCH AS PAINT SHALL
IMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE
' 200. ALL GYPSUM WALL BOARD SHALL COMPLY WITH F.B.C. 702.:
DELETE ALL MEDICINE CABINETS THROUGHOUT PLAN
.
N.T.S.
SPRAY FOAM INSULATION AT ALL A/C AREAS
IMPACT / LOW E
WASHER DRY-R GLAZING AT WINDOWS
28-1/2' SPACE DRYER VENT AND SLIDING GLASS
DOORS
DRYER VENT LOCATION SQUARE ALL CORNERS AND HEADERS PER PLAN
FRONT VIEW
CALCULATIONS
TOTAL U/A 2,532 S. F.
COVERED ENTRY 98 S.F.
COVERED LANAI 327 S.F.
GARAGE 794 S.F.
TOTAL AREA 3,751 S.F.
GARAGE CEILING
20 STUD'
GARAGE FLOOR
ELECT. PANEL / CHASE
(2) 110 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 CHANNEL SHAPED STUDS-
(2X4 STUDS ® 16" 0/C) (2x6 STUDS
24' 0/C) W/1 FULL LENGTH LAYER OF
O
1/2" TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
i" LONG BUGLE HEAD SCREWS
TO EACH SIDE ® 12° 0/C
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONC. FLOOR SLAB
HILTI PINS .145" DIA x 1" LG.
® 16" 0/C W/ 1" WASHERS
TYPICAL
INTERIOR PARTITION
ALONG
CABINETRY BACKING
SCALE 3/4" = IT
DELETE ALL SOAP DISHES
ADDITIONAL N07E�.L
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS.
3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. ® MARBLE TUBS
4. SQUARE CORNERS AT ALL LOCATIONS
5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
6. SPRAY FOAM INSULATION AT ALL A/C AREAS
7. IMPACT WINDOWS.
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REQUIREMENTS PE 302.6
INSULATION FORD ISING
20 MIN. SOLID C E
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SEE DETAIL THIS PAGE
ELEC, PANEL
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SEE ELEC. PLAN
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PROJECT LOG
ISSUED FOR PRECON O1-16-18
ISSUED FOR PERMIT 02-09-18
BLDG COMMENTS 06-12-18
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Clal'kwrikol D etnch 13 1,,y ing nyato"W LLC Miamt, !- I e - 3' 496 F,i1,5 477 41,18
Mid Well (M Style) Control Joint
Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts
available.
> r-/ 1578b0UL 7/8"x1/2" 3-1/2" solid flange, 1 3/4"perforated flange
Mid Wall Control Join3 - Dasignatl to relieve stress and assist In controlling i^ranks in exterior wall Flnlsh. Intersections of Ts available.
US Patent Number 7, 757,450
Caulk all intersectionsbuttjoinL=, ends and corners at tine of Installation.
15
vinvicorp.com 1 8300 NW /9th Plane P 305977 NE4
Cla,kwester1 D w RRldtng y�4115LLC I Mid rv, Flcritl233166 f364'iA108
Soffit dents (One Piece)
Continuous one-piece Soffit Vent with reinforcing rib to key into stucco & plaster.
Y
CS58-300V 1 5/8" 1 3" wide vent (one piece) 5" overall width, perforated flanges 1 15
3 Soffit Vents - Continuous one-piece Soffit Vent with reinforcing no to key i Air stucco &, plaster. Vent Clips are provided to connect Soffit Vent and
to assist in alignment.
Vent area. 15 square Inches per lineal ft.
Caulk all Intersections, buttjoints, ands and comers at time of Installation.
ATTIC VENT CALCULATION: (SQ IN)
NON A/C ATTIC CALCULATED 0 1,456 (SQ.FT.) x 144 = 209,664 SQ IN.
/ 150 = 1,397 SO. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LF
(94 LF) 1,410 TOTAL SQ. IN.
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
"S" BARREL CONCRETE 71LE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 30# FELT TIN TAGGED
TO EXT. GRADE PLYWD. SHEATHING
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PRE-ENG. WOOD ROOF TRUSSES
024" 0/C TYPICAL
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W/ 3" CONTINUOUS VENTING
AT CALCULATED AREAS
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MEDIUM TEXTURE DECORATIVE
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R 4.1 FI-FOIL BETWEEN STUDS
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0
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6
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CONT. 8"xi6" MASONRY BOND BEAM
W/ 1#5 CONT. TOP & BOT. - FILL W/ CONIC.
CONT. METAL POUR STOP
1/2" DRYWALL
1X2 P.T. FURRING 0 24" 0/C
EXTERIOR BLOCK WALL TO BE
WOOD BASE
MONO. CONIC. F007ING
SEE FOUNDATION PLAN
FOR NOTES & DETAILS
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TYPICAL WALL SECTION
SCALE 3/4" = ID"
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H I O O
14'-B" T.O. B.B.
11'-4" T.O.B.B.
9'-4" T.O.B.B.
FL. SLAB
0'-0" FIN. FL.
PROJECT LOG
ISSUED FOR PRECON 01-16-18
ISSUED FOR PERMIT 02-09-18
BLDG COMMENTS 06-12-18
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PROJECT LOG
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ISSUED FOR PERMIT 02-09-18
BLDG COMMENTS 06-12-18
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-
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MIN. W/sro. HOOKS : , . ,: TYPICAL DETAIL
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PAD REBAR W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN
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EDGE BARS ALWAYS TYPICAL DETAIL
SEE CHED. REMIAN. SPACE OTHERS
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FOOTING SCHEDULE
MARK
SIZE WxD
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NO.
F-1
20" x 18" X CONE.
W/2 15 CONT.
EXTERIOR MONOL17HIC
1
F-2
20" x 18" X CONT.
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38
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34
COLUMN SCHEDULE
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SIZE TYPE
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AS LOCATED ON PLANS
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PROVIDE BASE AND CAP AS N07ED ON DETAILS
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PROJECT LOG
ISSUED FOR PRECON 01-16-18
I I ISSUED FOR PERMIT 1 02-09-18 1
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FOURkATION
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ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL
COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE
OF 200.
DELETE ALL MEDICINE CABINETS THROUGHOUT PLAN
AC CONC. PAD DETAIL
N.T.S.
SPRAY FOAM INSULATION AT ALL A/C AREAS
IMPACT / LOW E
WASHER DRYIJsR GLAZING AT WINDOWS
28-1/2 ACE DRYER VENT AND SLIDING GLASS
DOORS
DRYER VENT LOCATION
FRONT VIEW
CALCULATIONS
TOTAL U/A 2,532 S.F.
COVERED ENTRY 98 S.F.
COVERED LANAI 327 S.F.
GARAGE 794 S.F.
TOTAL AREA 3,751 S.F.
GARAGE CEILING
2x4 STUD
GARAGE FLOOR
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ADDITIONAL NOTES:
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4. SQUARE CORNERS AT ALL LOCATIONS
5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
6. SPRAY FOAM INSULATION AT ALL A/C AREAS
7. IMPACT WINDOWS.
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5-2"
1'-4"
5-3"
11'-4" T.O..B.
24'-4"
35'-B"
60'-0"
PROJECT LOG
ISSUED FOR PRECON 1 01-16-18
ISSUED FOR PERMIT 02-09-18
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Product Submittal Sheet
vinylpve 9 NN
I:Lgk A3' I, tlt'enE tlnq �Ja.=..SJpl
Soffit Vents (One Piece) iM i
Continuous one-piece Soffit Vent with reinfarcin17 rib to key into stucce, &arr;p; plaster. �;rafT
1,r ;pE , r;
cy
0"tl t piece) 5 emllw@h perforated flanges 16
3 S.it Vents Continuous ore, oi,, 413H Vent will reinforcing rib to trey ime stucco&l plaster. Vent Claps are pmv tled to connect per Vant and
in assist in allBmnent
van, area. 15 encore Indes per lineal
Gaul, all In.ersaetlone ree,ope and. end comer¢ no time nt Instellvter
ATTIC VENT CALCULATION: (SQ IN)
GARAGE AT11C CALCULATED 0 794 (SQ.FT.) x 144 = 114,336 SQ IN.
/ 150 = 762 SQ. IN. REQUIRED NET VENT AREA
15 SQ IN. PER LINEAR FT. (84 LF) VENT = 1,260 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
ATTIC VENT CALCULATION: (SQ IN)
LANAI ATTIC CALCULATED ® 327 (SQ.FT.) x 144 = 47,088 SQ IN.
/ 150 = 313 SQ. IN. REQUIRED NET VENT AREA
15 SQ IN. PER LINEAR FT. (38 LF) VENT = 570 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
"S" BARREL CONCRETE RLE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 301 FELT TIN TAGGED
TO ENT. 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
SEE PLAN/ ELEV.
GALV. MTL. DRIP
ON IX2 P.T.
2x8 PAINTED TEXTURED
SPRUCE FASCIA
CEMEN71TOUS FINISH ON METAL LATH
W/ 3" CONTINUOUS VENTING
AT CALCULATED AREAS
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
MEDIUM TEXTURE DECORATIVE
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R 4.1 FI-FOIL BETWEEN STUDS
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61:
SPRAY FOAM INSULATION IN UNVENTED AT77C
PER ENERGY CALC.
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o UNDERSIDE OF TRUSSES
FIRE STOP
1r_p^ CONT. 8"1 MASONRY BOND BEAM
TYP. O.H. W/ 115 CONT. TOP & BOT. - FILL W/ CONC.
CONT. METAL POUR STOP
1/2" DRYWALL
IX2 P.T. FURRING ® 24" 0/C
- EXTERIOR BLOCK WALL TO BE
WOOD BASE
MONO. CONC. F0077NO
MI SEE FOUNDATION PLAN
FOR NOTES & DETAILS
° • • as •
• °• III—III-111_
TYPICAL WALL SECTION
SCALE 3/4" = 1T
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`/ O UIUL Jluuuu OAI\Vll\V M JILL
D.P.= +31.9 PSF BELOW: ABOVE:
O-34.8 PSF D.PO-- +29.9 327 PSF SF D O 36.3 PSF
ElF.G.
M
^ 6r-0^ m
O D.P.= +33.5 PSF
-36.3 PSF
O D.P.= +31.9 PSF
-34.8 PSF
0�LJ�
BELOW: ABOVE:
D.P.= +28.5 PSF D.P.= +31.9 PSF
-31.3 PSF -34.8 PSF
O O
FRONT ELEVATION - MEDITERRANEAN
a=6r-_0
EDGE ZONE
I I
I �
°a
O
O I O
Q Q
D.P. +33.5 3SF D.P = +31.9 PSF D.P. +33,5 PSF
-36.3 SF -O -34.8 PSF -44.8 PSF
MEDIUM TEXTURE REAR ELEVATION
CEMENTITIOUS FINISH ON
MASONRY CONSTRUCTION, TYP.
a=6'-0"
EDGE TON
I
I
I.I ICI ICI I.I ICI ICI ICI ICI
ICI ICI ICI ICI I.I ICI !�! ICI
!_! !_! !_! !_I !•! I_! ICI !_!
I.I ICI !.! ICI ICI I=I IM !.I
O D.
-32.2 PSF
14'-8" T.O.B.B.
ll'-4" T.O,B.B.
9'-4" T.O.B.B.
0'-0" FIN. FL. SLAB
QP
14'-8" T
I
0'-0" FIN.
PROJECT LOG
ISSUED FOR PRECON 01-16-11
ISSUED FOR PERMIT 02-09-18
Uj
BELOW: ABOVE:
D.P.= +28.5 PSF D.P.= +31.9 PSF
-31.3 PSF -34.8 PSF
O O
FRONT ELEVATION - MEDITERRANEAN
a=6r-_0
EDGE ZONE
I I
I �
°a
O
O I O
Q Q
D.P. +33.5 3SF D.P = +31.9 PSF D.P. +33,5 PSF
-36.3 SF -O -34.8 PSF -44.8 PSF
MEDIUM TEXTURE REAR ELEVATION
CEMENTITIOUS FINISH ON
MASONRY CONSTRUCTION, TYP.
a=6'-0"
EDGE TON
I
I
I.I ICI ICI I.I ICI ICI ICI ICI
ICI ICI ICI ICI I.I ICI !�! ICI
!_! !_! !_! !_I !•! I_! ICI !_!
I.I ICI !.! ICI ICI I=I IM !.I
O D.
-32.2 PSF
14'-8" T.O.B.B.
ll'-4" T.O,B.B.
9'-4" T.O.B.B.
0'-0" FIN. FL. SLAB
QP
14'-8" T
I
0'-0" FIN.
PROJECT LOG
ISSUED FOR PRECON 01-16-11
ISSUED FOR PERMIT 02-09-18
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(�
1/4" = 1'-0" U.N,O.
LEVATIONS
A-3
os-
LEFT ELEVATI
PROJECT LOG
ISSUED FOR PRECON 1 01-16-1h
ISSUED FOR PERMIT 02-09-18
STUCCO ATTACHED
ATTACHED TO UNDERS
RAT RUNS PE
6 -0
"I EDGE ZIXJE�
I I
I I
0
1' PROVIDE CEMENTITOUS
" ' I FINISH PRIOR TO
METER INSTALL
O D.P = +33.5 PSF
-36.3 PSF
O D.P.- +31.9 PSF
-34.8 PSF
°=6.-0.
EDGE $ONE
14'-8" T.O.B.B.
IgL
I 11'-4" T.O.B.B.
9'-4" T.O.B.B.
I
I
I
I
I
O'-0' FlN. FL SLAB
OD.P.= +31.9 PSF -34.8 PSF O D.P.= -36.3 PSF D.P. -41.7 PSF O
RIGHT ELEVATION
—a%.Q rw —O .o rar
O O A -A SECTION - MEDITERRANEAN
TYPICAL INSTALLATION
WINDOW ASSEMBLY
MARBLE SILL
FASTENERS AS REQUIRED
BY WINDOW MANUFACTURER
CAULK SEAM AT
' Q' `MORTAR OR 1. . VANDOW INSTALL
:. GROUT •'
•' a ,: � . •. ...... . '. .
DRYWALL .. ...�.. _.•::: _ e •�...
A
V
a
FURRING TO
VRY WALL
*CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2017 703.4
SHER-CRETE
FLEXIBLE CONCRETE
WATER PROOF - SMOOTH
A5-200 SERIES
SHERWN WLUAMS MANUFACTURER
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPECS
SET SILL IN FULL
MORTAR BED AND HEAD JOINT
STUCCO OR
,DECORATIVE
CEMENTITIOUS COATING
e" C.M.U.
CAST-CRETE PRECAST SILL DETAIL
SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATION
14'-8" T.O.B.B.
OL
ll'-4" T.O.B.B.
9'-4" T.O.B.B.
Ift
-0'-0" FIN. FL_ SLA
CONC. COLUMN
1x2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
STUCCO FINISH
CONIC. OR MASONRY
WEATHER STRIPPING
BY DOOR MANE.
1-1/2" CASE HARDENED COI
PERIMETER SEALANT
2x6 P.T. BUCK RIPPED
GARAGE DOOR
NAILS AT 12' 0/C. MAX.
CONIC. OR MASONRY
TO WIDTH OF DOOR JAM
GALV. STL VERT. TRACK
BY MANf. FASTENED TO
CONC. OR MASONRY
a' :' " ' '. o . Qo+.
SE PT. BUCK NT AND NSET
LED IN
W 1 2" CASE HARDENE
/
SET IN SEALANT FASTEN
W/ 1/4" DIA. x 3-1/4'
TAPCONS 3" FROM EE.
(RACK BRACKETS W
/
.
Oo COIL AT 12' 0/C.
goo o .Q . , 0 AND 6' O/C MAX.
�1/4'-20x1/2' CARRIAGE
,Pb ' MAX
o Q
BOLTS & LOCK NUTS
DRYWALL BOARD
DOOR TRIM
GALV. S7L TRACK
CAULKING
BRACKETS FASTENED
ALUMINUM FRAME, FASTEN
DRYWALL BOARD
DOOR FRAME
TO WOOD JAMB W/
TO STRUCTURE THRU BUCK
CAULKING
FAST N TO BUCK W/
3/16'xi-1/4" LAG SCREWS
W/ 3 16' TAPCON SCREWS
(2) 16 GALV. x 2'
2x8 P.T. ATTACHED TO
A 12�O/C. MIN. 1-1/4' EMB
D DOOR FRAME
FASTEN TO BUCK W/
SCREWS ®2'-0' 0/C
HANU. s MEINQD OF COLUMN W/ 500 WEDGE
ERIMETER SEALANT
(2) 3/16'x2-1/2' TAPCON
DOOR TRIM
AnAaIMDvrsxAO ANCHORS 0 2'-0' 0/C VERT.
�'W' NOi YMTIFD 6' MAX. FROM ENDS) AND
STUCCO FINISH
SCREWS 0 2'-0 O/C
PERIMETER SEALANT
WCOMPIETEursmucnays i' FROM INSIDE EDGE OF 2XB
HEAD DETAIL (WINDOW)
JAMB/HEAD DETAIL (S.G.D.)
sTuccD FINISH
JAMB DETAIL (GARAGE DOOR)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
HEAD/JAMB TAIL (DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
ALUMINUM FRAME, FASTEN
REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE
TO STRUCTURE THRU BUCK
DO RESHOLD SET
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
W/ 3f16' TAPCON SCREWS
ALUMINUM FRAME
OOR FRAME FASTEN
IN BED CAULK do
4' MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
0 12 0/C. MIN. 1-1/4" DAB
D SECURE FRAME TO SILL
TO BUCK W/(2) 3/16%
FASTENED SILL
BRACKET.
WITH SILICONE
I 2-1/2" TAPCON
/8 x 1 1/2'
PERIMETER SEALANT
CAULKING
SCREWS ®2'-0" 0/C
® 18" 0 C
/
STUCCO FINISH
PERIMETER SE
CONC. OR MASONRY
FLOOR COVERING
FLOOR CO G
1x2 MIN. P.T. BUCK SET IN
(
;QQQo'�O
a
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX.
QOo
a Oa
PRECAST OR POURED
.: 'Q O 'a c
�po'0,
;, b° o op O. 'O. • A
BOARD
SILL W/ 15 BAR
GROUT BED
CON FLOOR SLAB
DRYWALL
CAULKING
PERIMETER SEALANT
CONCRETE SLAB
PER ETER SEALANT
SH
s aFlNl)
(WINDOW)
JAMB DETAIL WINDOW
SILL DETAIL (WINDOW)
)
SILL DETAIL (S.G.D.)
SILL DETAIL OOR)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
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1/4" = 1'-0" U.N.O.
SECTIONS
ELEVATIONS
m
- ENG. AND APPROVED WOOD TRUSSES SEE
TYP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
- SEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS
INSTALL PER. MFR. SPECIFICATIONS
_ SEE PLAN
4'
- CONT MASONRY BOND BEAM
- CONT. POUR STOP
B" CMU WALL
A5 CONNECTION DETAIL
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER
FOR DESIRED INSSTALLA11ON DUE TO TRUSS PROFILE
DISCREPANCIES
PRE-ENGINEERED WOOD
ROOF TRUSS 0 24" 0/C
SIMPSON MGT W/ 22-10d
NAILS INTO TRUSS
CONC. TIE BEAM OR
MASONRY BOND BEAM
(1) 5/8" ANCHOR
INTO BEAM W/
5" MIN. EMBED.
SET IN EPDXY
MAX. UPLIFT = 3965#
A5 CONNECTION DETAIL
i12" DRYWALL OVER
TYPICAL FURRING
USP KCCQ44 OR
SIMPSON CCQ44sds2.5
FASTEN PER MAN'F. SPECS
56801 MAX.
EXTRA LAYER OF 1/2"
DRYWALL SURRONDING
FRAME ARCH
TYPICAL FURRING
APPLIED TO SHEATHING
WOOD POST
SEE FRAMING PLAN
19/32 PLYWOOD ARCH
I
SECTION
(6) 1/4"x2-1/2" LG.
SDS SCREWS TO POST
4
SIMPSONHDU5
AS CONNECTION
DETAIL
HOLD DOWN 5645# MAX.
(i) 5/8" DIA.
WEDGE ANCHOR
it 4" MIN. EMBED.
A5 CONNECTION DETAIL
NAIL SILL PLATE THROUGH
TO CROSS BLOCK W/2-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS 0 24" 0/C
W/ 19/32" EXT. SHEATHING
TOE NAIL TRUSS TO CAP
PRE-ENG. WOOD TRUSSES
16d NAILS1161 SEE CVERAND
� G EALL ONSNSCON
77E BEAM OR BOND BEAM
5/8" WEDGE ANCHORS 0 24" 0/C
W/3 x3"x114 STEEL WASHERS
EMBED (4) MIN.
2x4 CROSS
BLOCK 0 24"
O/C TYP, TOE
NAIL EA. END
W/(3) 16d
NAILS
TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-16d
NAILS EA. STUD
4)A5 CONNECTION DETAIL
ALLOWABLELOAD 1061 ,1/TRUSS UPLIFT
(16) WSJ TO G. T.
SIMPSON KECCQ44
s s OR APPROVED EQUAL.
71051 UPLIFT MAX.
(14) W53 TO WD. POST
WOOD POST
SEE FRAMING PLAN
(14) i14" x 2-i12"
SDS THROUGH POST
"SIMPSON HDU5"
HOLD DOWN
OR APPROVED EQUAL
5645# UPLIFT MAX.
(i) 5/8" DIAL
WEDGE ANCHOR
4" MIN. EMBED.
A5 CONNECTION DETAIL
j�
VIEW
NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR
DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
PRE-ENGINEERED WOOD
INVERTED GIRDER TRUSS
SIMPSON FGTR W/ 18-SDS
1/4" X 3" SCREWS INTO
GIRDER
�CONC. TIE BEAM OR
2-1/2" X 5 TITEN MASONRY BOND BEAM
HD TO MASONRY
WALL PER MANUF.
SPECS MAX. UPLIFT (1) FGTR = 5000#
3 (2) DESIREDMAY BE ADDED 0O ACHIEVE
A5 CONNECTION DETAIL
CONT. 2x6 P.T. BUCK FASTENED TO LINTELS
W/ 1/4"x3" LG. TAPCONS 0 12" 0/C MAX.
AND TO BLOCK OR CONC.
W/ HIL77 DNI-62-PB ® 8" 0/C MAX.
2X6 P.T. CROSS BLOCK REQUIRED ONLY IF
FREE EDGE DIMENSION EXCEEDS 24"
SEE DIMENSION. NAIL TO BUCK AT EACH
END W/ (4) 16d NAILS.
EDGE OF MASONRY OPENING
19/32 EXTERIOR SHEATHING
W/PAPERBACKED HI RIB METAL LATH
2X4 PT BLOCKS ALONG ARCH
NAIL TO PLYWD. EACH END
W/(3) 10d x 1-1/2" COIL NAILS
"LOTTS" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
PPLIED UPLIFTSPECIFICATION
LINTEL
1
17'-4"
1413
545
581
240
8F24/1B1T
2
5'-4"
10000
668
5698
315
8F32/1B1T
3
3'-6"
10000
235
7428
114
BF16/1131T
4
5'-4"
5809
264
3057
128
BFi6/iBiT
5
5-4"
5809
264
3057
128
8F16/1BiT
6
3'-6"
10000
104
7428
81
SF16/iBiT
7
4'-O"
10000
980
7184
275
8RF38/1B1T
8A
7'-6"
1078
0
733
0
8F8/1Ell T
8B
7'-6"
2882
1381
1548
533
BF16/181T
9A
5'-4"
1773
0
1135
0
8F8/iBiT
9B
5-4"
5809
250
3057
100 1
8F16/iBiT
10A
13'-4"
504
0
396
0 1
8F8 1BiT
10B
13'-4"
1576
919
711
297 1
8F20 1B1T
11
4'-0"
10000
416
7184
390 1
8RF38/iB1T
12
5-4"
5809
250
3057
120
8F16/iB1T
13
14'-8"
1079
197
477
160
8F16/1B1T
14
19'-4"
736
313
323
240
8F16/lB1T
15A
S-6"
10000
617
7428
815
8F16 iBiT
15B
7'-6"
2882
353
1548
120
8F16/iB1T
15C
S-6"
10000
268
7428
489
BF16/181T
16
4'-0"
8859
268
5572
489
8F16/181T
17
4'-0"
8859
329
5572
269
8F16/iB1T
18
3'-6"
10000
465
7428
1 205
8F16/lBlT
19
7'-6"
2882
233
1548
103
8F16/iB1T
20
5'-4"
5809
1043
3057
531
8F16/181T
21
3'-6"
10000
667
9578
233
8F72/iBiT
Y2
5'-10"
1002
0
722
0
8RF6/1B1T
Y3
5-10"
10000
674
5480
230
8F32/1BiT
24
3'-6"
10000
0
9578
0
8F72/1B1T
45
7'-6"
8615
1183
2879
429
8f28/1B1T
26
4'-0"
11809
500
6627
423
8F72/iBiT
P7
6'-6"
8825
170
4038
130
8F32/1B1T
28
3'-0"
11809
414
7636
361
BF72/iB1T
PRE-ENG W. TRUSSES ® 24"
(SEE CONNECTION SCHEL
19/32" EXT. GRADE PLYWO. NAILED
0 6" 0/C AT PANEL EDGES & 12" 0/C
FOR THE REMAINING FIELD W/ 10d NAILS
2x8 VERTICAL. NAILED TO ROOF TRUSS W/
PLAN I (3)10d NAiLS, NOTCHED AND TOENAILED W/
(3) lOd NAILS TO PLYWOOD ON BLOCK WALL.
(3)1/2"x6" PCS EXTERIOR PLYWOOD
CUT TO CONTOUR OF ARCH, SHOT TO
WALL W/ 3" PINS 0 12" 0/C (1 1/4" EMBED)
BOX -OUT DETAIL
A5 SCALE: 1 4 1-0
1
A5
ME
15B
15C 15A
z
A5 I.
� I
- — — — — -
A5
20 28
\Ili
Elm
22� A5
9'-4" r.0 B.8 14
11'-4" T.O.B.6.
ofo •�
rom ;o
ABv 9B
BLW 9A
I
BLW
8
A5
/
PREf4lGl
EREIWD
@ 2
'O/C
TYPI
I
BELOW
ABOVE
4 27
A5
I
W.'
REBAR AT TOP
N. (1) REQ'D
1/Y CLEAR
F = FILLED WITH GROUT / U = UNFILLED aM.U.
QUANTITY OF 11 REBAR AT a
BOTTOM OF LINTEL CAVITY z n
z GROUT
8F16-1 B/1 T A
y5 REBAR REINFORCING A4
PROVIDED IN LINTEL (VARIES)
L NOMINAL HEIGHT
QUANTITY OF ,y5
NOMINAL WIDTH REBAR AT TOP 7-5 8" ACTUAL
NOMINAL HEIGHT
h': } .
SECTION
TYP. A WALLS 8U8 8F16-08/1T BF16-113/1T 8F24-013/1T 8F24-lB/iT 8F30-113/1T
►N 1
M Sw
A5
\rI
A5 13
I
AB 8B
—
.. 8A I
7
T 1
A5
4 O
� 5
A5
12
A5
PULL ON STAIR
w/sw. Lr. I A5
CO
O
O
A5
PROJECT LOG
ISSUED FOR PRECON 01-16-18
ISSUED FOR PERMIT 02-09-18
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3:
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1 Lo
1/4" = 1'-0" U.N.O.
STRUCTURAL
PLAN
A-5
OS = 35
490 L85. MAX.
TC-1
248 LBS MAX. E.E. 128 LBS. MAX.
TC-1 TC-1
PROJECT LOG
ISSUED FOR PRECON 01-16-18
ISSUED FOR PERMIT 02-09-18
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE i
I ZONE 2
ZONE 3
PANEL
FRAMING
BOUNDARIES
EDGE
I INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
EXPOSURE 1, OR EQUAL
SPAN RATING 40 20
19 32"
24" O/C
MAX.
8d RING-
SHANK
6" O C
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
6" O C
8d RING-
SHANK
6" 0 C
8d RING-
SHANK
6" O C
Bd RING-
SHANK
4" 0 C
8d RING -
SHANK
4" O C
BLOCKED AS
SHOWN ON PLAN
EXT.
WALL
APA RATED SHEATHING
EXPOSURE 1, OR EQUAL
SPAN RATING 40120
19132
16" 0/C
MAX.
8d RING-
SHANK
4" O C
8d RING-
SHANK
4" 0 C
8d RING-
SHANK
6" 0 C
NAIL CORNER STUDS
AT 4" 0/C MAX TYPICAL
BLOCK FREE EDGES
INT.
WALL
APA RATED SHEATHING
EXPOSURE 1, OR EQUAL
SPAN RATING 32 i6
15132
16" 0/C
MAX.
8d RING-
SHANK
6" O C
8d RING-
SHANK
1 6" O C
8d RING-
SHANK
12" O C
BLOCK FREE
EDGES
ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2
RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS:
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
J. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
S77 AP
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (Fl)
MARK
USP
CONNECTOR
TRUSS
TIE -BEAM OR WALL
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
(5) 10d x 1-1/2"
-
1980
335
570
245 ¢
490TC-2
TA14
(7) IOd x 1-1/2"
-
4SINGLEDOUBLE
2410
335
670
245 >1`
490TC-3
HTKV16
8 10d x 1-1 2"
4 1 4" x I-3/4" WAB.
-
1225
-
1225
-
HTA16
9 fOd x 1-1/2"
-
2430
710 #
1310#
270 #
1215
TC-5
HTW20
20 10d x 1-1/2'
(24) 10d x 1-1 2"
1 1530
-
-
-
-
-
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
EDGE STRIP DEFINED AS THE LESSER OF 10%
OR0SEIGTTLBUTNOTOSBTHA4LEAST HORIZONTAL DIMENSION OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.
3 I I
I
(D^
NOTE: SEE DIAPHRAGM 2 2
SCHEDULE FOR ROOF ZONE i
NAILING REQUIREMENTS. 1-- --y
ROOF ZONE DIAGRAM
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
8'-4" WALL HEIGHT
9'-4" WALL HEIGHT
11'-4" WALL HEIGHT
11'-8" WALL HEIGHT
14'-8" WALL HEIGHT
CONNECTION RESPONSIBILITY NOTE:
E.C.T. PROVIDES TRUSS TO TRUSS FACE MOUNT
HANGERS ONLY. ALL OTHER TRUSS TO TRUSS OR
TRUSS TO MASONRY CONNECTIONS ARE THE
RESPONSIBILITY OF THE E.O.R.
808 LBS. MAX. D07G
TC-1
al R
7-1
TO LOAD F
1542 LBS. MAX. D01
(2) TC-1
Indicates Left End Of Truss
On Layout & Engineering Sheets
11'-
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4059 LBS. MAX.
SEE DETAIL 3/A5 9'-4" CLG.
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SEE DETAIL 2/A5
E301 XXX
B05G 961 LBS. E.E.
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TRUSS PLAN
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ELECTRICAL SYMBOLS
DUPLEX RECEPTACLE $ SWITCH n TELEVISION JACK e NEST
AT 12" A.F.F. T SINGLE POLE T PRE WIRED DETECTOR
SECURITY
Q� DUPLEX RECEPTACLE SWITCH 220 V. RECEPTACLE FLOODLIGHTS
IIB AT BASE �3 THREE WAY AT 12" A.F.F. Sa SMOKE
Q� DUPLEX RECEPTACLE SWITCH HVAC DETECTOR
THERMOSTAT SMOKE / CARBON
a AT 8" ABV. COUNTER a FOUR WAY ® MONOXIDE DETECTOR
INTERCOM
DUPLEX RECEPTACLE SWITCH AT 60" A.F.F. SWITCH
O DISCONNECT
FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET
® AT 12" A.F.F. PADDLE FAN
® DUPLEX RECEPTACLE � SWITCH W/ OR WO/ LIGHT
II cFl GROUND FAULT o DIMMER FLUSH IN ET N FLOOR FLUORESCENT MNTED.
Q� DUPLEX RECEPTACLE SWITCH SPEAKER
II TOP REC. SWITCHED R KEYED ® IN CLG. INCANDESCENT LIGHT
II DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNTED.
WP WATERPROOF KEYPAD WALL OUTLET
INCANDESCENT LIGHT
( DUPLEX RECEPTACLE JUNCTION SPEAKER C FIXTURE WALL. MN7ED.
n0a UNDER COUNTER BOX HOME RUN ® HAT
CLG. MOUNTED
O INTERCOM DOOR CATS ® HI HAT
STATION p CHIME HOME RUN VAPOR PROOF
ELEC. PANEL "A" 200 AMP
CIRC.
DESCRIPTION
POLE
BRKR
WIRE
VA.
100%
2
AHU HEAT STRIP
2
60
6
0
9.6
2
A/C COMPRESSOR
2
40
8
0
0
1
ELECTRIC COOKTOP
2
50
6
10.0
0
1
OVEN/MICRO COMBO
2
40
8
10.0
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/DISPOSAL
1
20
12
1.2
0
1
REFRIGERATOR
1
20
12
1.2
0
3
SMALL APPLIANCE
1
20
12
4.5
0
1
BATH GIFT
20
12
1.5
0
14
GEN. LIGHTING
1
15
14
5.4
0
1
WATER SOFTENER LOOP
1
20
12
1.5
0
1 4/.0 1 `J.0 1
ALL VANITY LIGHTS TO
BE 100" A.F.F
EDGE OF SWITCH'S TO
BE 3.5" FROM DR. FRAME
GARAGE PUSH BUTTON
TO BE 5-0" A.F.F.
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 15.12
A/C LOAD AT 65% = 6.24
TOTAL = 31.36 31.36 x 1000/240 = 130.6 AMPS
RECESSED
EYEBALL
USB STATION
F.P.&L. METER
g
& DISC.
®
BREAKER
PANEL
4
EXHAUST
FAN
F L
EXHAUST FAN
W/ LIGHT
LV DOOR
RELEASE
(v�
VOLUME
CONTROL
QUADRUPLEX
RECEPTACLE
® LOW VOLTAGE
TRANSFORMER "
Fg FAN BOX
IN CLG.
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 GHO Homes Corporation or other GHO entity
are Permissible to included, but not be limited to Electrical Design
Modification, Fixture or Outlet or Circuit changed, Combinations or
Changes. All Final Work shall be at a minimum Equal to Code minimums
and any changes are only Permissible if Suggested and complete by a
licensed Electrician so long as Applicable Codes are Met and Load
Sufficient to Meet GHO's minimum Level of Service and Operation.
(1) SETS OF (3) 14/0 AWG 7HWN
IN 2" CONDUIT
200 AMP SERVICE
p METER
DISC. CO "A"
PANE]
A
5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEING BAR IN
THE FOUNDATION 20'-0" LONG MIN.
ELECTRICAL RISER DIAGRAM
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULATED 0 2532 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 7596 / 14 (GEN.LTG.CIR.) = 542 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALC S. ONLY.
*NOTE*
- ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECORA
- ALL SWITCHES TO BE DECORA
PROJECT LOG
ISSUED FOR PRECON 01-16-18
ISSUED FOR PERMIT 02-09-18
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ELECTRICAL
PLAN
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OS = 35
PROJECT LOG
ISSUED FOR PRECON 01-16-18
ISSUED FOR PERMIT 02-09-18
N
Duct Layout
2" AW
LAV 8 X H
KITCHEN KIT AW CO 133 Cfm
we
3. 2" 0 (L
DW 2" SHWR
2- 3" AW � �2 VTR BATH 3
7 ", 16.6 Bath 3
LT Nook
3^ c0 8 X 8
we
co 133cfm 10x10 8 x 8 W
2'
193 cfm 86 cfm �-
2" SHWR 2° 3° 3• LAV 3" WM
LAV c0 J
AVV 2 3" 3. 2° 7 ", 11.2 ft J a Q a
D 2' 2" LAUNDRY 6°, 13.9ft a� LL
LAV 3° BATH 2 TUB 8 ", 5.1 ft g X g Bed 3 w z LL
MASTER BATH
3 we 76 cfm Z Q
m �
3. Master Suite 14 x 14 Great Rm o Q o
379 cfm z
PLUMBING RISER DIAGRAM 8 x 8 0
Kitchen 76 cfm
a
", 13.3 ft 4 ", 8.6 ft 10 x 10 8 ", 15.8 ft 6 ", 9.0 ft
176 cfm 6 ", 8.2 ft 6 ", 10.2 ft
6x6 � � w
0
40cfm ��-�
His c 12 a _ a�
10X10 8x8 =� �� �o
� = 2 a� 2 o
U '�CL
6 x 6 176 cfm 109 cf �,
Toilet 6 6 4 cfm 14 ", 22.4 ft 5.8 ft Bed 2 a
18cfm o��
8x8
v'> per._ `
„ 8" 12.2ft 20x30 Q D
4 1(.6 ft 88cfm ��w
4 8.1ft E ac o
10",35.8ft 1015cfm
Hers S�F- OEo�o
E o�
8x8 �������
6 x 6 12",36.9ft E �_ °'
52 cfm 6 x 88 cfm > C 1 o
� o c
35 c m 8 22. Q' o -� _
E u o
tf
5",3.0ft 6" 100 6" 13.0ft o o CO ra
Master Bath 4 ", 3. ft L
12 ", 27.3 ft 18 ", 12.0 ft
7",9.2ft5",8.6ft 6x6 4",14.1 t Bath
72 cfm
/8x 6x6
152 cfm all 46 cfm 1 Q
x 8 ilit Q U
103 cfm Ce ui
Foyer 9",6.7ft 0 v
y 4",3.2f c 0
6x6 V -_
17 Dining 20 cf 0 v s
Den / a
C!a c —
sa
> LU c o
u
0LO
CN
J
Q
i 0
TOTAL CUBIC AIR VOLUME = 23547.6 �
Garage
W
W ce- 2f
a O
W w U
-+ a w
Lr' O U
M Q ZD
JQ J
J
1/4" = 1'-0" U.N.O.
MECHANICAL
Job #: OS 35 Murphy Scale: 1 : 117 PLAN
Performed by Roger Harris for: Pagel 1
OS 35 Murphy g M-1
Right-Sui te® Universal 2018
Waldo Pepper Dr
18.0.04 RSU11033
Port St. Lucie, FI 34987
2018-Jan-26 15:36:59 OS
35
...ng\OS 35 Murphy\OS 35 Murphy.rup