HomeMy WebLinkAboutBuilding PlansPROJECT LOG
ISSUED.FOR '.PRECON 02-12-20
ISSUED FOR PERMIT 03-06-20
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE "6THEDITION.
THESE PLANS WERE
PREPARED
2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE. '
USING THE 2017
FLORIDA RESIDENTIAL
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
BUILDING CODE 6th EDITION
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. PART. PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017
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
M.T.
METAL THRESHOLD
STL.
STEEL
B.F. BI FOLD
FR
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
DOLT
BLW. BELOW
G.T.
GIRDER TRUSS
MIN.
MINIMUM
T.D.
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. CEILING
GFl
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
TYR
TYPICAL
COL COLUMN
GWB
GYPSUM WALLBOARD
'O C
/
ON CENTER
U.N.O.
UNLESS NOTED OTHERWISE
CONC. CONCRETE
GYP. BD.
GYPSUM WALLBOARD
P.L.F.
POUNDS PER LINEAR FOOT
ILL
UNDERWRITERS LABORATORIES
CSMT. CASEMENT
HGT
HEIGHT
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F..
VERIFY IN FIELD
DBL DOUBLE
HPS.
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
WATER CLOSET
DP DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
"PKT.
POCKET
W'D•
WOOD
DR. DOOR
INS.
INSULATION
PLYWD.
PLYWOOD.
DW DISH WASHER
INT.
INTERIOR
R.O.
ROUGH OPENING
E.E. EACH END
LG.
LNG
S.C.
SOLID CORE
ELEC. ELECTRICAL
LIN.
LINEN
S.G.D.
SLIDING GLASS DOOR
ELEV. ELEVATION
LT.
LIGHT
SF
SQUARE FOOT
E.S. EACH SIDE
LT..
LAUNDRY TUB.
SH
SINGLE HUNG
®I
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS':& SKYLIGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS _
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R12
9100 OHD 16080
WAYNE DALTON
N/A
W/ 1-1/4' WASHER & 2-3/4° MIN. EMBED.
D.P.= +28.5 PSF
+39.2 PSF -43.7 PSF
-3 4 MIN. EDGE D TA C 6° 0 D
-34.8 PSF
B
FL-917410 R12
9100. OHO 8080
WAYNE.DALTON
N/A
�CRoZtl
- W/ 1-1/4" WASHER & 2-3/4' MIN. EMBED.
D.P.= +29.9 PSF
+39.2 PSF -43.7 PSF
2-3/4*.MIN, EDGE DISTANCE. 6' FROM END
-32.7 PSF
C
FL 17499.1
(2) SH 25
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 15349.5
6414 TRANSOM
0 10" O/C MAX SPACING & 2" FROM EDGE
-32.7 PSF
D
FL 17499.1
SH 16
MI WINDOWS & DRS
" SGL IMPACT
3/16- TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +315 PSF''..
+55.0 PSF'-55.0 PSF
FL 15349.5
1814 TRANSOM
1
010" O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
E
FL-20468.6
PR 3080 DRS
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
RAISED PANEL
4" & 14.5" O/C MAX. SPACING.
-34.8 PSF
F
FL 15349.5
6420 TRANSOM
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'
G
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 & 2" FROM EDGE
-34.8 PSF.
H
FL 15349.5
51020 TRANSOM
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
-44:8 PSF
I
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 & 2' FROM EDGE
-36.3 PSF.
J
FL 17499.1
(2) SH 35
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
0 10' O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
K
FL-20468.10
2880 DR
THERMA TRU
SGL IMPACT
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0. PSF -50.0 PSF
SGL LITE
4' & 18.5" O/C MAX. SPACING.
-41.7 PSF
L
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT-
3/16- TAPOONS W/ 1-1/4' MIN EMBED
- D.P.= +28.5 PSF
+55.0 PSF -55.0 PSF
1
0 12- O/C MAX. SPACING
-31.3 PSF
M
FL 15349.5
12014 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16° TAPOONS W/ 1-1/4' MWEMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3" FROM EDGE
-34.8 PSF
N
FL-20468.10
2680 DR
THERMA TRU
SGL IMPACT
1/4' TAPCONS W/ 1-1/4" MIN EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
SGL LITE
4- & 18.5- O/C MAX.SPACING
-34.8 PSF
O
FL 17499.1
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16 TAPCONS W/ i 1/4 MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2" FROM EDGE
-34.8 PSF
P
FL 1534-9.5
3114 TRANSOM
MI WINDOWS & DRS'
: SGL IMPACT
3/16' TAPOONS 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
Q
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 IV O/C MAX SPACING & 2" FROM EDGE
-34.8 PSF
R
FL 15349.5
4614 TRANSOM
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
S
FL-20468.10
: 2880 DR
THERMA TRU
SGL IMPACT
1/4" TAPOONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
' SGL LITE
4" & 18.57 O/C MAX SPACING.
-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 & 2' FROM
EDGE
-36.3 PSF
U
FL 17499.1
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
0 10' O/C MAX. SPACING & 2" FROM EDGE
-34.8 PSF
V
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
010- O/C MAX. SPACING & 2" FROM EDGE
-34.8 PSF
W
FL 17499.1
SH 23
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPOONS 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
X
FL 17499.1
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10 O/C MAX. SPACING & 2" FROM EDGE
-34.8 PSF
PRODUCT
MODEL #
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED.,, STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
.MAX. 104-1/4° HORIZ.
MI WINDOWS
& DOORS
1/4' TAPCONS W/ 1-1/4' MIN EMBED
(4) FASTENERS PER CLIP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.4
MAX. 3" VE T.
ROOFING
NOA NO. 18-0829.05
EAGLE ROOFING
(2) 10d'RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
NOA NO. 17-0614-.22
POLYGLASS USA
MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE
UNDERLAYMENT
SIBS UNDERLAYMENT
INC.
PLIES NAILS AND TIN CAPS 12- GRID, 6" O.C. AT A MIN. 4°
N/A
N/A
PEEL & STICK
HEAD LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
2 RING. SHANK ATTACHED TO UNDERSIDE OF TRUSS
SOFFIT
STUCCO
N/A
SPACED 0 EVERY HI RIB (4' 0/C) W/ 1-3/4° EMBED.
N/A
N/A
PER NAIL.
LJJ
Ln
o
J
1
LL
_3
2:
Cn
1ld" = 1'-0" 11 N n
COVER SHEET
MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT: PROVIDE PRECAST
LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE F P.T. AND ALL OTHER OTHERP HORIZONTAL.® CEILING & WALL INTERSECTIONS OR 8'-0 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
VERT. MAX. ANLOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER &PANELS AS REQUIRED.
2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2. ALL GLAZING WITHIN24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH. SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY.
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 51. COORDINATES RACEWAY INSTALLATIONS WITH OTHERTRADESPRIOR TO CONSTRUCTION.
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). THE DESIGN.
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. Br VERIFY .ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND `:SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT iS IN AN 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY NTH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7, PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
C. V
C. ERTSONRY. 5. PROVIDE.A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE -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,
TRANSFER: GRILLES. N011FY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
COLUMN SCHEDULE. -
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO ; ARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS.
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS :`ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUI�ER PRIOR TO FABRICATION AND INDICATE ON TRUSS
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO /- DRAWINGS. �I� 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE. UL APPROVED.. AND AS
CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES I SELECTED BY BUILDER.
6. ALL INTERIOR LOAD BEARING PWRTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND '
HORIZONTAL: BOTTOM EACH STUD, AS PER CODE 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK V) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 12. PROVIDE PRE- WiRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION
5. GENERAL* MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.; '.13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
2. ALL BOND BEAMS (MARK -BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E BEAMS ONLY. ALL SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
PROVIDE AN APPROVED MOISTURE: VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
7-10/T.M.S. 4ON BUILDING
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE - SPACES SHALL BE GFq PROTECTED ACCORDING TO NEC.210-8(G).
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3.. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED B" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE
WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15, ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8.
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. COMMENTARY
ON 7-10/T.M.S. 602- DURING ERECTION OF .TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
O5, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
FOR MASONRY STRUCTURES. AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
6. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0° MUST IS ENGINEERED AND TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
CELLS FOR
AA CLEAR, TO
CONT. HAVE CELL VERTICAL ALIGNMENT CONCRETE NOTES - STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
91. ALL HEADERS OVER DOORS .A D WINDOWS TO BE (2) OR (3) 2XiZS UNLESS OTHERWISE 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
7. CL OVER
4! OPENINGS SHALL BE PROVIDED AT THE BOTTOM L GROUTED CELLS AT EACH : SPECIF1. IED
IN SHALL CONFORM TOASTMMA NRY N AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18, ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12: 'REQUIRED FOR ALL 120-VOLT,
LIFT BEFORE
HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS.
BEFORE GROUTING CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL''IBE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS
IN HORIZONTAL SHEAR AND SHALL
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. BEAMS - 1 1/2" FORMED CONCRETE BELOW GRADE- -
"
1. FLOOR SLAB TO BE 4 THICK POURED CONCRETE SLAB WITH FIBERMESH e, CONCRETE BELOW GRADE-3"2 UNFORMED 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" D.C. PLUMBING NOTES
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, NTH 1/2'GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LNG
3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C.
2. ALL REINFORCINGTO BE GRADE 60. STEEL 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING] SHALL BE 3/8° V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4 O/C AS FOLLOWS;
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
OTHERWISE NOTED.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MEMBERS W/ NAILS OR (STAPLES TO PROVIDE AT LEAST 1-3/4 PENETRATION
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.F., ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4 PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0 FROM ROOF JACKS.
FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN 5-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED 8' MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST'. THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5.. CONDENSATE DRAINS MUST BE A MINIMUM OF 12° OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN. METAL
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557• DOOR BEAMS (2B" MAX.) AND ADD 2-y5 BARS BOTTOM IF DROP EXCEEDS B". MTI_ FRAMING: SELF TAPING SCREWS 4'12: x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC.
6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS"DR CEILINGS
REQUESTED BY THE BUILDING OFFICIAL. F DOWELS AS VERTICAL BARS ABOVE. 1-1/2"EUMATIC LONG ANDFASTENERS
DIAMETE U.N.O. TO E HILTI-COIL NAIL PROGRAM, TYPE TO BE CRF 112E MECHANICAL NOTES
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY 7. DOWELS COLUMN AND .WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15.
7 B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL, DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(T), REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TR EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE *FLORIDA BUILDING CODE MECHANICAL"
AND CHAPTER.28 OF THE FLORIDA BUILDING CODE.
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACPS "MANUAL OF STANDARD i,
PRACTICE FOR DETAIUNG REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. IW
10-DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC'SPECIACATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN W' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 LESS THAN W (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
PROPOSED SINGLE FAMILY RESIDENCE BY: BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI)
2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. - SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
IMN�.{ LESS THAN (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
�, I LOAD SCHEDULE
-J�46Lt`J� i'^"_ .' L4CBILQ4 llYE ZEAQ P8@TN I9SBL
G'lGROUND FLOOR 40..: 50 10 100 DRAWING INDEX
SECOND FLOOR 40 15 10 65
ROOF 30 18 0 48 C-1 COVER SHEET
ATTIC 20 10 0 30 A-1 FOUNDATION PLAN
A-2 FLOOR PLAN
NND: A-3 ELEVATIONS
ULTIMATE WIND SPEED = 160 m.p.h. A-4 SECTIONS
BUILDING RISK CATEGORY = II A-5 STRUCTURAL PLAN
AF
BUILDING DESIGN AS ENCLOSED A-6 TRUSS PLAN
EXPOSURE = C E-1 ELECTRICAL PLAN
ROOF DEAD LOAD FOR WIND M-1 MECHANICAL PLAN
LOT
57 - -
DESIGN TAKEN AT 10 pat
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE SYMBOLS LEGEND
NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE
Vfi ADOWOOD
PRESSUES FOR OR
1
'
:
DOORSSAND7WINDOWSIGN ARE NOTEDRON THE ELEVVAITIONS.
COPYRIGHT 2020
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
#. DETAIL 4
SCALEELEVATION
2 INTERIOR
DWG.W
41
FACTORS TO OBTAIN TEST PRESSURES.
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X 99' H X 99' H X 99' H :X 99" H X 99".H GROUT FILLED CELL SEE
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` DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 296, 5/4" BOARD OR 16.n 2 0>✓.
TYP. BAY WINDOW 4 CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE, SCALE: 1/8' - V 0^ GRAPHIC SCALE 0' -0' FIN. FL. SLAB FLOOR ELEVATION\®�-
\,,� ALL .FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. Y
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38 EXT.. CONT. MONOLITHIC
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R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS
ALL INSULATION SHALL COMPLY WITH FBC R302.10
FLAME SPREAD COMPLIANCE 25.
SMOKE DEVELOPED INDEX 50.
ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL
COMPLY WITH FBC R302.9.1 Et R302.9.2
FLAME SPREAD INDEX NOT GREATER THAN 200.
SMOKE DEVELOPED INDEX NOT GREATER THAN 450.
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 7 0 IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS.
3. IMPACT WNDOWS. , '
4. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS
5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
6, KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
7. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS
DELETE ALL SOAP DISHES THROUGHOUT PLAN
3/4" THK TEMP
TOP OF KNEEWALL W/ PT
2X TOP PLATE & 1/2
FRAMELESS GL
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271 S.F.
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ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 3664 (SQ.FT.) x 144 = 527,616 SQ IN.
/ 150 = 3,517 SQ. IN. REQUIRED NET VENT AREA
15 SQ IN. PER LINEAR FT. (235 LF) VENT = 3,525 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
SMOOTH STUCCO D.P.= +31.9 PSF
BASE, TYP. O -34.8 PSF
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-34.8 PSF
FRONT ELEVATION - WEST INDIES
a = 6'-O"
\12
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RIGHT SIDE ELEVATION
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11'-4" T.O.B.B.
10'-8" T.O.B.B.OK
9'-4" T.O.B.B.
- - 0'-0" FIN. FL. SLAB
PROJECT LOG
ISSUED FOR P�ECON 02-12-20
ISSUED FOR PERMIT 03-06.20
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PROJECT LOG
ISSUED FOR PRECON 02-12-20
\12 ISSUED FOR PERMIT 03-06-20
6
Product Submittal Sheet
vinyicorp:c6m 6000 NW 79th Place P 305. 477:9484
Clerkwestern Dietrich Building Systems: LLCi Miami, FlorWa 33165 P 305 477 4106
Soffit Vents (One Piece) ,I
Continuous one-piece Soffit Vent with reinforcing rib to key into stucco & piaster.
pax
C558-300V 518" Ti wide vent (one place) 5"overell width, partoretetl flanges 15
3" Soffit Vents —Continuous one-piece Soffit Vent with reinforcing rib to key into stucco 8amp; pla•ber. Vent Clips are provided to connect Soffit Vent and
to assist m alignment
Vent area 15 square inches per lineal ft.
Caulk all intersections, but joints, ends and corners at time of installation.
"" == Product Submittal Sheet
. Lc:�onri
A 3;,ti i0R Of vinylcorpoom I 8000 NW 79th Place P 305.477 6464
C4a":141 Yr w"ssjii" i CParkwestern Dletnch F... Ming Sysiems I.LC i M2 Flmlda 331e,5 P 3054-7 4108
Mid Wall (M Style) Control Joint /
Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts ='
available.
I
% 1578-50UL 7/8"0/2" 3-1/2"solid flange, l�/4"perforetetl flange 15
Mid Wall Control Joints— Designed to relieve stress and assist in controlling cracks in exterior well finish. Intersections of Ts available.
US Patent Number 7,767,450
Caulk all intersections, but joints, ends and corners at time of installation.
D.P.= +31.9 PSF
O-34.8 PSF
12
6�
[M
D.P. +31.9 PSF
O-34.8 PSF
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANF.
(MAX. 8' O.C)
1-- i-i ice_ _im
FOR 101 011-01 IN
�■�-i iii-�-i i i i i it
WINDOW ASSEMBLY *CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2017 703.4
FASTENERS AS REQUIRED Lou
BY WINDOW MANUFACTURER ID APPLIED FLEXIBLE CONCRETE
MARBLE SILL CAULK FLASHING WATER PROOF PRODUCT TO
MEET AAMA 714
APPLY PRODUCT DIRECTLY TO CLEAN
CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF. SPEC:
+e a, WINDOW INSTALLATIO
'MORTAR OR .4
a GROUT °
a
4 ♦ :4
4 • x
DRYWALL 4 a P ,�4 s a ° SET SILL IN FULL
MORTAR BED AND HEAD JOINT
STUCCO OR
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a , /—CEMENTITIOUS COATING
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3/4" FURRING TO -
MASONRY WALL 4.:"S" C.M.U.
A. < <
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PRECAST SILL DETAIL
CONCRETE WATER PROOFING APPLICATION
GARAGE BEYOND
D.P.= +33.5 PSF
35.3 PSF
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PRE ENGINEERED WD. TRUSSES
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ON
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AT ALL A/C AREAS
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14'-0"
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11'-4*
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10'
9'-4"
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0'-0" FIN. FL. SLAB
OV. PATI
D.P.= +31.9 PSF
S 34 8 PSF
BUILDING SECTION A -A
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANF.
(MAX. 8' O.C)
t--CONC. COLUMN
WEATHER STRIPPING
1x2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
STUCCO FINISH
'
CONC. OR MASONRY
BY DOOR MANF.
1-1/2" CASE HARDENED COI
PERIMETER SEALANT
GARAGE DOOR
NAILS AT 12" 0/C. MAX.
CONC. OR MASONRY
6 P.T. BUCK RIPPED 2x
2x
GALV. STL. VERT, TRACK
BY MANF. FASTENED TOL
TRACK BRACKETS W/
C. OR MASONRY
° fj o . Qo'
1x6 P.T. BUCK SET iN
SEALANT AND NAILED
W/1-1/2" CASE HARDENE
WIDTH OF DOOR JAM
SET IN SEALANT FASTEN
W/ 1/4" DIA, x 3-1/4"
TAPCONS 3" FROM E.E.
L
COIL NAILS AT 12° 0 C.
i/4"-2 CARRIAGE
Oo /
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BOLTS &LOCK NUTS
LOCK
DRYWALL BOARD
80 ' o MAX.
.0 0 -011
GALV. STL. TRACK
CAULKING
DOOR TRIM
BRACKETS FASTENED
TO WOOD JAMB
1�—ALUMINUM FRAME, FASTEN
DRYWALL BOARD
DOOR FRAME
G
3/i6"x1-1/4" LAG SCREWS
TO STRUCTURE THRU BUCK
W/ 3 16" TAPCON SCREWS
CAULKING
FASTEN TO BUCK W
2 / (} ,y6 GALV x 2"
2x8 P.T. ATTACHED TO
MANi METHOD of COLUMN W/ 5/8" WEDGE
0 12' 0/C. MIN. 1-1/4" EMB
-
D DOOR FRAME
FASTEN TO BUCK W/
SCREWS 0 2'-0" 0/C
ATTACHMENT .VHALL ANCHORS 0 2'-0° 0/C VERT.
PREVAIL WHEN SUBMITTED
ERIMETER SEALANT
2 3 16 x2-1/2" TAPCON
/ a
DOOR TRIM
W COMPLETE INsmuc770 (6' MAX. FROM ENDS) AND
STUCCO FINISH
SC
SCREWS ®2'-0° 0/C
PERIMETER SEALANT
2 FROM INSIDE EDGE OF 2X6
HEAD DETAIL (WINDOW)
JAMB/HEAD DETAIL (S.G.D.)
STUCCO FINISH
JAMB DETAIL (GARAGE DOOR)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
HEAD/JAMB DETAIL (DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
ALUMINUM FRAME, FASTEN
REQUIRED, ADD (1) }" A.B. TO EACH SIDE OF THE
TO STRUCTURE THRU BUCK
DOOR THRESHOLD SET
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
W/ 3/16" TAPCON SCREWS
012 0/C. MIN. 1-1/4" EMB
ALUMINUM FRAME
D `SECURE FRAME TO SILL
OOR FRAME FASTEN
IN BED OF CAULK &
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PERIMETER SEALANT
STUCCO FINISH
1L/ WITH SILICONE
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FASTENED TO SILL W/
#8 x 1 1/2" SCREWS
18" 0/C
�
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FLOOR COVERING
FLOOR COVERING
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GROUT BED
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CAULKING
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CONCRETE SLAB
- PERIMETER SEALANT
JAMB DETAIL (WINDOW)
SILL DETAIL (WINDOW)
SILL DETAIL (S.G.D.)
STUCCO FINISH
SILL DETAIL (DOOR)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS.
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & 1x PRESSURE TREATED LUMBER.
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER &SPACING
FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.
14'-6" T.O.G.T.
7110
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AND
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AND OVERHANG COND1110NS l
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SEE TRUSS CONNECTOR SCHEDULE W/(3) 16d
SELECT CONNECTOR BASED ON LOADS NAILS TIE BEAM OR BOND BEAM
SHOWN ON FRAMING PLANS
INSTALL PER. MFR. SPECIFICA77ONS TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-16d
NAILS EA. STUD
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ALLOWABLE LOAD 1061 ,J/7RUSS UPLIFT
CONT 2x4 VERT. 0 2'-O" O/C
NAIL TO TRUSS W/ (3) 16d NAILS
NOTE: IF TWO STRAPS ARE USED 19/32 EXT. PLYWD, SHEATHING
PLACE ONE STRAP EACH SIDE NAIL PER DIAPHARCM SCHEDULE
CONE MASONRY BOND BEAM
8" CMU WALL
2
A5 CONNECTION DETAIL VIEW
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER CONT 2x4 HORIZ NAIL TO PERT.
FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE W/ (3) i6d NAILS.
DISCREPANCIES VIEW 19/32 EXT PLYWOOD
SHEATHING BOTTOM
PRE-ENGINEERED WOOD
ROOF TRUSS 0 24" 0/C
SIMPSON MGT W/ 22-10d SECTION
NAILS INTO TRUSS
6
A5 CONNECTION DETAIL
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MASONRY BOND BEAM SEE OTHER CONNEC77ON
(1) 5/8" ANCHOR FOR TRUSS TO GIRDER ATTACHMENT
INTO BEAM W 19/32 EXT. PLYWD. SHEATHING
/ NAIL PER DIAPHARCM SCHEDULE
5" MIN. EMBED.
SET IN EPDXY
MAX. UPLIFT = 3965#
V2X4CONNECTION DETAIL o/C VIEW
ONT 2x4 HORIZ. NAIL TO VERT./ (3) 16d NAILS.
USP KCCQ44 OR VIE/32 EXT. PLYWOOD
SIMPSON CCQ44sds2.5 HEATHING BOTTOM
FASTEN PER MAN F. SPECS
• it l' 5680/ MAX.
•'" SECTION
2
A5 CONNECTION DETAIL
WOOD POST
SEE FRAMING PLAN
(6) i142-112" LG.
SOS SCREWS TO POST
SIMPSON HDU5
HOLD DOWN 56451 MAX.
(i) 5/8" DIA.
WEDGE ANCHOR
4" MIN. EMBED.
A5 CONNECTION DETAIL
"LOTTS" LINTEL BEAM SCHEDULE
1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
APPLIED UPLIFT
LINTEL
SPECIFICATION
1
9'-4"
3868
545
1612
240
BF24/iBiT
2
17'-4"
1413
545
581
240
8F24/1B1T
3
4'-0"
8859
250
5572
1 100
8F16/181T
4
4'-0"
8859
250
5572
100
8F16/i8iT
5
5'-4"
5809
250
3057
100
8F16/iBiT
6
5'-4"
5809
250
3057
100
8F16/iBiT
7
3'-6"
10000
1057
9578
371
BF40/iB1T
8
4'-0"
10000
0
7184
0
8F38 iBiT
9
5'-4"
1773
0
1135
0
8F8/1BOT
10
5'-4"
5809
946
3057
1 380
8F16/i8iT
11
4'-0"
2866
0
1753
0
8F8/1BOT
12
4'-0"
8859
1222
5572
365
BF16 iBiT
13
4'-0"
10000
920
7184
331
8F38/iBiT
14
13'-4"
504
0
555
0
8F8/1BOT
15
1Z'-4"
2047
1611
866
621
8F24/iEll T
16
4'-0"
10000
257
7184
104
8RF38/1Ell T
17
10'-6"
1664
250
-830
100
SFi6/iBiT
18
3'-6"
10000
408
7428
133
8F16/1BiT
19
7-6"
2882
771
1548
308
8F16/iBiT
20
5'-4"
10000
400
61
§3
177
8F32/1B1T
21
7'-6"
1113
0
665
0
8RF6/1BOT
22
T-6"
6328
462
448
220
8F40/1B1T
23
3'-6"
10000
376
95�8
250
8F24/iEll T
24
7'-6"
8615
1123
2879
1 412
BF24/1B1T
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ISSUED FOR PERMIT 03-06-20
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#5 REBAR AT TOP
MIN. (1) REO'D
a, —1/2" CLEAR
O A
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1
F=FILLED WTH GROUT UNFILLED C.M.U.
A5 QUANTITY OF 45 REBAR AT
BOTTOM OF LINTEL CAVITY z . con
GROUT W O
8F16-1 B/1 T �?
< #5 REBAR REINFORCING 3 W
PROVIDED IN LINTEL (VARIES) ^ U
L NOMINAL HEIGHT L_ QUANTITY OF #B • • L17 in J
H
NOMINAL WIDTH REBAR AT TOP 7-5 8" ACTUAL IW
® I " NOMINAL HEIGH
5, 1/4" = 1'-O" U.N.O.
STRUCTURAL
L - -- ;'� , �, PLAN
TYP. 0 WALLS 8U8 8F16—OB/1T 81`16-18/1T 8F24—OB/lT 8F24—lB/lT 8F30-18/lT
®1 11® _ A_ 5'
� 9' T.O.B.B. T B.B. � �
10-4'-8`TO.B.B. 10-8 10.B.B. , E ati
i 3 ���iyh'nl
A5
MR
22"
PULL ON
W/SW
54"
STAIR
LT
-------
ins
1
(
L --
-HANGERS
TO
BE USED
(Simpson)
or
(Usp)
Q`HUS26
QD
Q
(D
HGUS26-2
HGUS28-2
HHUS46
LUS24
QA
Q
Q
(DJUS24
HUS26
THDH26-2
THDH28-2'
THD46
ALL WALLS SHOWN ON THIS LAYOUT
ARE TO BE LOAD BEARING
9'-4
10'-8'r
11141
12'-0'r
14'-0'r
14'-6x WOOD KNEE WALL
TOP AT 14" BOT AT 11'4
TRUSS BEARING HEIGHT SCHEDULE:
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
1
1 TYP. 1 TYP• 1
J
INDICATES LEFT END
OF TRUSS
TYP. RIDGE CAP &
ROOF MEMBRANE
2x RIDGE BOARD
(2) SIMPSON H10 CLIPS
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
2x6 CATS 0 24" O/C
BETWEEN TRUSS RUN '
PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
FIELD FRAMED RIDGE DETAIL
a. EDGE STRIP DEFINED AS THE LESSER OF 10%
OF LEAST HORZONTAL DIMENSION OF BUILDING
LEAST HORIZONTAL DIMENSIONOOF BULDINGNAND OF
AT LEAST 3 FT.
O
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF ZONE 2
'NAILING REQUIREMENTS.
ROOF ZONE DIAGRAM
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4 VN1H1 ( 1ah i,:I _ E
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VAI
NOTE: THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS MAY
OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF
TYP. ROOF FLASHING DETAIL
N.T.S.
Moisture wn
not shown
't1i1t
�5rebarmiD.
AYn�M'zu�_
gibMl6 16 mJNB IN 11?« 2N @h IY
mm.. 9b 1:1119 1. Hluxw 141 IN
TYP. MISSED STRAP DETAIL
NOTE: TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTCR
l—
TRUSS CONNECTOR SCHEDULE
FASTENERS
S77
PER
AP
ALLOWABLE UPLIFT
PARALLEL LOAD (172)
PERPEND. LOAD (FI)
MARK
USP
CONNECTOR
TRUSS
TIE-BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
5) IOdx 1-112'
-
990 1
1980 1
335 #
670 1
245 1
490
TC-2
TA14
(7) 10d x 1-112"
-
1205 j
2410 1
335 1
670 1
245 1
490
TC-3
HT016
(8) lOd x 1-1/2"
4 1 4' x 1-314' WAB.
1225 1
-
1225 1
1225
TC-4
HTA16
9 10d x 1-1 2"
-
1870
2430
710
1310
270
TC-5
HTW20
20 10d x 1-1/1'
24 10d x 1-1 2'
1530
--
-
-
M15
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.
RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS. USE USP HTW20 FOR ALL
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER WOOD TO WOOD
PER INCH
4. 0.280 INCH'FULL ROUND HEAD DIAMETER CONNECTIONS, U.N.O.
5. 2 INCH NAIL LENGTH
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE I
ZONE 2
ZONE 3
PANEL
FRAMING
BOUNDARIES
EDGE
INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
8d RING-
8d RING-
8d RING-
8d RING-
8d RING-
8d RING-
8d RING -
EXPOSURE 1, OR EQUAL
SPAN RA17NG 40120
19 32"
24" O/C
MAX.
SHANK
6' 0 C
SHANK
6" O C
SHANK
6" 0 C
SHANK
6' O C
SHANK
6' O C
SHANK
4' O C
SHANK
4" 0 C
BLOCKED AS
SHOWN ON PLAN
EXL
WALL I
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RATING 40120
19132
16" 0/C
MAX.
8d RING-
SHANK
4" 0 C
8d RING-
SHANK
4" 0 C
8d RING-
SHANK
1 6" O C
I
NAIL CORNER STUDS
AT 4" 0/C MAX. TIPICALI
BLOCK FREE EDGES
APA RATED SHEATHING
8d RING-
8d RING-
RING -
TNT.
WALL
EXPOSURE I, OR EQUAL
SPAN RATING 32116
15132
16" 0/C
MAX.
SHANK
6" 0 C
SHANK
6' 0 C
j8d
SHANK
12" 0 C
BLOCK FREE
EDGES
86# MI
TC-1 Q
3140#
SEE DE
MAX.
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Q Q Q Q Q Q Q Q Q Q d Q cj -Ni N CA C4i
E 105# MAX.
TC-1 0 48" O.C.
A�19
PROJECT
ISSUED FOR PRECON
ISSUED FOR PERMIT
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3"
2"
GHO HOME5
'1 7
MV, I
9360 KNOLLWOOC3 LN
FONT FIERCE, FL 34951
WC �2° SHWR
LAV 3• 3° 2"
CO 3„ AW LAV —/I�
°
2" 2 3' 2" CO TUB
2" 2-
TUB we 3" BATH 2 3 LaMASTER BATH
PLUMBING RISER DIAGRAM
PROJECT LOG
ISSUED FOR PRECON 02-12-20
ISSUED FOR PERMIT 03-06-20
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1/4" - V-0" U.N.O
MECHANICAL
PLAN
M-1
*NOTE*
ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECORA
— ALL SWITCHES TO BE DECORA
NOTE: ALL VANITY WALL UGHTS TO
BE 100" A.F.F. U.N.O. POWDER ROOM
TO BE 86" A.F.F. IF APPLICABLE
NOTE: ALL EDGE OF SWITCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
NOTE: GARAGE PUSH BUTTON
LOCATED 0 60 ABV GARAGE FLOOR
72" MAX.
NOTE: ACCEPTABLE SMOKE & CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE'-9120B
C/O—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 (9).
Plans are Prepared for the Builder and not any Planned or Future user /
Home owner of the Subject Property and any Modifications, Deletions and
other Changes Authorized by CHO Homes Corporation or other CHO entity
are Permissible to included, but not be limited to Electrical Design
Modification, Fixture or Outlet or Circuit changed, Combinations or
Changes. All Final Work shall be at a minimum Equal to Code minimums
and any changes are only Permissible if Suggested and complete by a
licensed Electrician so long as Applicable Codes are Met and Load
Sufficient to Meet GHO s minimum Level of Service and Operation.
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
5
0
0
1
ELECTRIC COOKTOP
2
50
6
10.0
0
1
WALL OVEN
2
50
6
10.0
0
2
DRYER
2
30
10
5.0
0
2
WATER HEATER
2
25.
-10
4.5
0
1
WASHER
1
20
12
1.5
0
1
MICROWAVE
1
20
12.
1.5-
0.
1
DISHWASHER
1
20
12
1.2
0
1
'REFRIGERATOR
1
20
12
1.2
0
3
SMALL APPLIANCE
1
1 20
12
4.5
0
1 :.BATH
GFI
1
20
12
1.5
0
12
GEN. LIGHTING
1
15
14
6.2
0
1 47.1 1 9.6 1
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 14.84
A/C LOAD AT 65% = 6.24
TOTAL = 31.08 31.08 x 1000/240 = 129.5 AMPS
(1) SETS OF (3) 14/0 AWG. THWN
IN 2" CONDUIT
200 AMP SERVICE
p METER
DISC. CO A"
PANEL
200 A
5/8" GOX 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 2509 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 7527 / 12 (GEN.LTG.CIR.) = 627 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
I INI1'9 SHOWN ARF FOR FI Fr. . CAI C S. ONI Y_
GAF
GE CEILING
(4) 24 METAL STUDS
FLOOR RO CEILING
GARAGE FLOOR
ELECT. PANEL / CHASE
DRYER VENT LOCATI
FRONT VIEW
PRO] ECT LOG
ISSUED FOR PRECON 02-12-20
ISSUED FOR PERMIT 03-06-20
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ELECTRICAL
PLAN
E-1