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LAZATHA MURPHT AIND JOHNI WILLIAMS JR
INDEX OF DRAWINGS
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PROJECT NAME AND ADDRESS:
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MODEL 1545 3-BEDROOM
FOR
JOHN WILLIAMS JR.
AND
LAZATHA MURPHY
PARCELL ID 1431-701-0023-000-6
DRAWN BY:
C. PEARSON
CHECKED BY:
G. NEELY
I START DATE: SEPT 2020 1
w0fial
/CLIFF/PROJECT/RUTH
4
FOOTER
1/2"=1'—c.
FOOTER
172 1,_a„
LOAD BEARING FOOTER
1 /2"=1 ' 03
Fn I I NI n ATI n NI NI nTFC
4" CONCRETE SLAB WITH 6X6 — 10/10 WWF OVER
6 MIL VAPOR BARRIER OVER CLEAN
COMPACTED, & TERMITE TREATED FILL.
16"DX12"W FOOTING W/2#5 BARS CONT. AROUND.
�3 8"WIDE X 8"DEEP THICKENED SLAB EDGE WITH
1—#5 REBAR CONT.
�} 8"X8"X16" CONC. MASONRY UNITS WITH HORIZ.
J JOINT REINF. AT 16" VERTICALLY FROM FTG. TO
TIE BEAM HOOK BOTH ENDS 6" MIN.
4" PVC HVAC CHASE UNDER SLAB. COORDINATE
LOCATION WITH MECHANICAL CONTRACTOR.
4" CONCRETE PAD FOR CONDENSING
UNIT. COORDINATE LOCATION
WITH MECHANICAL CONTRACTOR.
DEPRESS ♦B x FOR SHOWER. MAINTAIN r SLAIll
TWICI�ILIESS• BASIN.
()CONCRETE WALK
® CONC. DRIVE
10 1 #5 BAR FROM FOOTING TO TIE BEAM
HOOK BOTH ENDS 6" MIN.
11 HOSE BIBB
CONCRETE
COMPLIANCE PARAGRAPH
1.
ALL CONCRETE SHALL BE AS DESIGNED TO DEVELOP A COMPRESSIVE
• THESE PLANS ARE CERTIFIED TO BE DESIGNED IN ACCORDANCE WITH 7TH EDITION OF THE 2020 FLORIDA BUILDING CODE
STRENGTH AS FOLLOWS: FOUNDATIONS 2500 PSI
RESIDENTIAL CODE, USING A FASTEST -MILE WIND VELOCITY OF 160 MPH. THIS ENGINEERING DESIGN IS FOR RESISTING
WIND LOADS ON THIS PATICULAR RESIDENCE ON THIS SPECIFIC LOT, AND IS NOT VALID WITHOUT MY SIGNATURE
2.
ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO
AND RAISED SEAL NOTES, THE WALL SECTIONS AND THE FLOOR PLAN(S).
ASTM A-615 GRADE 40
3.
ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED,
LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN
ROOF TRUSSES
ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN
• THE ROOF STRUCTURE CONSISTS OF PRE-ENGINEERED TRUSSES PLACED 24" O.C.. THE TRUSSES SHALL BE DESIGNED
THE LATEST EDITION OF THE "BUILDING CODE REQUIREMENTS FOR
"MANUALS
AND ENGINEERED FOR 150 MPH WIND LOADS. FINAL TRUSS ENGINEERING SHALL INCLUDE UPLIFT FOR TRUSS GIRDERS, AND
REINFORCED CONCRETE", ACI 318-95 AND THE OF STANDARD
ACI
ALL REGULAR TRUSSES THAT HAVE OVER 520 LBS. OF UPLIFT. IT SHALL ALSO INCLUDE ALL TRUSS BRACING REQUIREMENTS
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES",
AND SHALL SPECIFY ALL GIRDER BUCKET LOADS.
315 LATEST EDITION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE
ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION.
4.
ALL BAR SPLICES AND DOWELS SHALL LAP 25 BAR DIAMETERS UNLESS
• FINAL ENGINEERING FROM THE TRUSS MANUFACTURER SHALL BE PROVIDED TO THE CONTRACTOR BEFORE WORK STARTS
OTHERWISE NOTED.
6.
CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.
ROOF SHEATHING
7.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
• THE ROOF TRUSSES SHALL BE SHEATHED WITH 7/16" OSB OR 1/2" CDX PLYWOOD AND NAILED WITH 8d GUN NAILS
@ 6" O.C. NAIL SHEATHING INTO GABLES 4" O.C. ALONG EDGES & 6" O.C. IN FIELD
STRUCTURAL PART
WHERE TRUSS OR ROOFING MANUFACTURER SPECIFICATIONS DIFFER FROM THESE, USE THE MORE STRINGENT. BRACE
COVER MINIMUM CLEAR
FOOTINGS, (CONCRETE CAST
ALL TRUSSES PER TPI HIB-91
AGAINST AND PERMANENTLY
UPLIFT CONNECTORS
EXPOSED TO EARTH) 3 INCHES
. ALL TRUSSES, EXTERIOR BEARING WALLS AND INTERIOR BEARING WALLS SHALL BE STRAPPED OR OTHERWISE CONNECTED WITH
FOOTINGS AND WALLS
A DIRECT LOAD PATH FROM THE TRUSS ALL THE WAY TO THE FOUNDATION. THIS INCLUDES THE CONNECTION BETWEEN
(CONCRETE CAST IN
THE TRUSS AND THE TOP PLATES, THE TOP PLATES TO STUDS, THE STUDS TO THE BOTTOM PLATE AND THE BOTTOM
FORMS PERMANENTLY
PLATE TO THE FOUNDATION.
EXPOSED TO EARTH) 2 INCHES
• USE THE FOLLOWING CONNECTORS (OR EQUAL CONNECTORS) TO RESIST THE TRUSS UPLIFT LOADS CATEGORIZED BELOW OR
SLAP (IN CONTACT
WITH EARTH) 2 INCHES
USE THESE AS AN EXAMPLE. HOWEVER, TRUSS CONNECTORS SHALL RESIST A MINIMUM LATERAL LOAD OF 350 LBS..
BEAMS (TO STIRRUPS) 2 INCHES
USE CONNECTOR STRENGHHS AND NAILING REQUIREMENTS 1N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
COLUMNS (TO TIES)
• TRUSSES ON EXTERIOR AND INTERIOR FRAME WALLS
ABOVE GRADE 2 INCHES
ALLOWABLE LOADS FOR "SIMPSON" CONNECTORS ARE BASED ON SPECIES II SOUTHERN YELLOW PINE LUMBER, IF SPECIES
8.
UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE SHALL BE
III SPRUCE LUMBER IS USED INSTEAD OF S.Y.P. THEN ALL CONNECTOR STRENGTHS MUST BE MULTIPLIED BY .82
PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 3" MINIMUM AND
MAXIMUM. IMMEDIATELY AFTER DEPOSITING, CONCRETE SHALL BE
THOROUGHLY CONSOLIDATED BY MEANS OF MECHANICAL VIBRATION.
HEADERS
9.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
PRE -CAST CONCRETE LINTEL
MASONRY
1
1,
HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT,
GRADE N,TYPE 2 CONFORMING TO ASTM C90-0601, WITH
2
A MIN. NET COMPRESSIVE STRENGTH OF 1900 PSI
(f'm = 1500 PSI)
3
2.
CONCRETE BLOCKS SHALL CONFORM TO ASTM C 90 (28 DAY STRENGTH
= 2000 PSI (NET AREA), F'm = 1500 PSI) LAID IN RUNNING BOND
4
WITH FULL MORTAR EMBEDMENT.
3.
MORTAR SHALL BE TYPE M.
4.
REINFORCE MASONRY WALLS VERTICALLY AS INDICATION ON
APPLICABLE PLANS, DETAILS, SECTIONS, AND NOTES. CONCRETE
FOR FILLED CELLS SHALL BE RODDED, VIBRATED, AND PUDDLED
5.
DURING PLACEMENT TO ENSURE COMPLETE FILING OF THE BLOCK
CORE. MORTAR BLOCK WEBS ON EITHER SIDE OF FILLED CELLS.
5.
FILL ADDITIONAL MASONRY CELLS AT LOCATIONS AS SHOWN ON
SECTIONS FOR ANCHORAGE OF DRILLED ANCHORS FOR ANGLES ETC.
6.
FILL ONE CELL @ EACH JAMB FULL HEIGHT WITH GROUT AND ONE #5.
7.
ALL VERTICAL REINFORCING STEEL BARS IN CMU WALLS SHALL BE
ANCHORED IN THE CONCRETE THICKENED SLAB, FOOTING, OR BEAM
(LINTEL) UPON WHICH THE WALL RESTS, AND IN THE BEAM AT THE
TOP OF THE WALL WITH STANDARD HOOKS AND SHALL BE CONTINUOUS
THROUGH ALL INTERMEDIATE WALL BEAMS, IF ANY.
8.
ALL CMU REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH LAP
SPLICES OF AT LEAST 25 BAR DIAMETERS.
9
ALL VERTICAL REINFORCING SHALL BE PROVIDED AS INDICATED IN
THE MASONRY WALL SCHEDULE AND SHALL BE INSTALLED AS FOLLOWS:
PROVIDE CLEAN -OUT SPACE AT BOTTOM OF CELL TO BE
REINFORCED AND FILLED (AT LOCATION OF REINFORCING STEEL
DOWEL IN FOUNDATIONS OR PREVIOUS CONCRETE PLACEMENT)
COMPLETELY CLEAN OUT AND FLUSH CELL TO BE FILLED IN
INSTALL VERTICAL STEEL AND TIE TO DOWEL AT BOTTOM AND TIE
IN PLACE AT TOP CLOSE CLEAN -OUT OPENING, AND FILL WITH
3000 PSI GROUT.
10.
CONTINUOUS BOND BEAMS SHALL BE PROVIDED AS SHOWN ON THE
CROSS SECTION. USE OPEN BOTTOM TYPE (KNOCK OUT) BOND BEAM
UNITS AND USE WIRE MESH OR SMALL MESH METAL LATH UNDER BOND
BEAM UNITS OVER CELLS NOT TO BE FILLED.
11.
ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40.
12.
PROVIDE CONTINUOUS 8 INCH DEEP BOND BEAM WITH ONE CONT. #5
AT THE BOTTOM OF THE WINDOWS, AND ABOVE THE LINTELS OVER BAR
MASONRY OPENINGS AS WELL AS INDICATED ON THE PLANS, SECTIONS
AND BLOCK NOTES.
13.
ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS W/DOWNPOURS
@ EACH END ARE SHEARWALLS. ALL STRUCTURAL & CONV. FRAMING
LUMBER SHALL BE SPF STUD GRADE, OR BETTER, W/FRAME WALLS
USINNG 2X4 STUDS AT 16" O.C. STUD GRADE, OR BETTER, W/FRAME
WALLS USING 2X4 STUDS AT 16"' O.C.
)TE:
_UMBING RISER SHOWN
TO SHOW INTENT ONLY
NAL DESIGN IS TO MADE
iA: I Exel KaTem.,
----------- i
1 /2"=1 l_.
TIMBER NOTES:
10. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS
UPON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE
ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS
REQUIRED TO SAFELY COMPLETE THE WORK.
STRUCTURAL LUMBER SHALL BE 2X4s SPF GRADE LUMBER. 11.
DESIGN WIND LOAD: REFERENCE - ASCE 7-10
2x4 @16"O.C. STUDS SHALL BE USED FOR FRAME WALLS. WALLS SHALL BE
ANCHORED WITH 1/2"DIA. WEDGE ANCHORS,41ONG SP.4' O.C.
EXPOSURE B, IMPORTANCE FACTOR 1,
INTERNAL PRESSURE COEF.=±.18 FOR ENCLOSED
BUILDING
WHEN MANUFACTURED WOOD CONNECTORS ARE USED, CONTRACTOR SHALL
CATAGORY II
FOLLOW THE MANUFACTURER'S RECOMMENDATIONS AS TO QUANTITY AND SIZE OF
NAICS.ILDING
ROOF DECKING SHALL BE 7/16" OSB OR 1/2" CDX PLYWOOD
- BASIC WIND SPEED
150
MPH
DECKING SHALL BE FASTENED PER THE SHEATHING FASTENING NOTE THIS SHEET.
PRE-ENGINEERED TRUSS SUPPLIER SHALL PROVIDE ROOF TRUSS FRAMING LAYOUT
-ROOF DESIGN LOADS:
BY A FLORIDA REGISTERED ENGINEER.
DEAD LOAD
17
PSF
LIVE LOAD
20
PSF
ANCHOR TRUSS TO FRAME WALL W/(2) SIMPSON HCDP ALL THE WAY DOWN
BOTTOM PLATE TO SLAB W/1/2" WIDGETS @ 24" O.C. 12.
FOUNDATIONS AND SLABS ON GRADE ARE DESIGNED
TO BEAR
ON SOIL
WITH A MINIMUM SAFE BEARING CAPACITY OF 2000
PSF.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
PROVIDE
THE
REQUIRED CAPACITY UNDER ALL FOUNDATIONS AND
SLABS.
NOMINAL WIDTH
QUANITY
OF #5 REBAR @
BOTTOM
OF LINTEL CAVITY.
QUANTTY
OF #5 REBAR @
TOP OF
LINTEL CAVITY
8E16 — 1B/1T
ZV NOMINAL HEIGHT
F=FILLED WITH GROUT
U=UNFILLED
TO SEWER/SEPTIC
PLUMBING RISER DIAGRAM
NTS
PRECAST LINTEL SCHEDULE
APPLIED LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO INSURE
THEY ARE WITHIN ALLOWABLE LIMITS. ALL UNITS ARE IN PLF
LENGTH
SAFE
GRAVITY
APPLIED
GRRVITY
SAFE
UPLIFT
APPLIED
UPLIFT
COMPOSIE
BEAM
REMARKS
1
2'-10"
6113
< 2000
4460 1
<1500
81`16 — 1 B/1T
1 X WINDOW
2
4'-6"
61 13
< 2000
2724
<1500
8F16 — 1 B/1T
30' WIN
3
5'-10"
4360
< 2000
2094
<1500
8F16 — 1 B/1T
BEAM,�MIsc
3 -0 OPNG.
4
5'-10"
1451
< 1000
1207
<750
8F16 — 1 B/1T
3X WINDOW
30 DR SDLT
5
3'-6"
6113
< 2000
2093
<1500
8F16 — 1 B/1T
1/2 3 X WIN.
6
6'-6"
3480
< 2000
1880
<1500
8F16 — 1B/1T
OR M®C
7
7'-6"
2661
< 2000
1438
<1500
8F16 — 1 B/1T
6' SGD OR
2X WINDOW
8
7'-6"
1011
< 755
560
<1500
8F16— 1 B/1T
(2) 30" DOOR
9
4'-4"
5206
< 2000
2635
<1000
8F16— 1 B/1T
30 DR.
28' DOOR
10A
8'-4"
1843
< 1000
963
<750
8F16— 1B/1T
88' "
'GD S
MISC
10
9'-4"
1843
< 1000
963
<750
8F16— 1 B/1T
8' SGD
" MISC
11
10'-6"
1533
< 1000
777
<500
816 — 1B/1T
(2)3X WNR
12
10'-6"
2781
< 2000
1239
<1000
8F24 - 1 B/1T
9' SGD OR
(2)3X WIN
13
1 1'-4"
1366
< 2000
1028
<1000
8F16 — 1 B/1T
10' OPNG.
14
13'-4"
1075
< 750
521
<350
8F16 — 1 B/1T
12' SGD
OR MISC
15
14'-0"
1002
< 750
481
<350
8F16 — 1 B/1 T
12'8" OPNG
BEAM / MISC
16
17'-4"
1326
< 1000
422
<350
8F20 — 1 B/1T
16' OHD
17
19'-4"
1326
< 1000
458
<350
8F20 — 1B/1T
18' OHD
18
10'-4"
1533
< 1000
774
<650
8F20 — 1 B/1T
9' OHD
CONC SLAB
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PROJECT NAME AND ADDRESS:
MODEL 1545 3—BEDROOM
JOHN WILLIAMS JR.
AND
LAZATHA MURPHY
FF ! ` PARCELL ID 1431-701-0023-000--6
-----------_— -----
�----- r
RAWN BY:
SHEET
C. PEARSON
CHECKED BY:
G.
EELY
START DATE: SEPT a2o
NON LOAD BEARING FOOTER 20 20
1 j2"= ► ,_a„
LATEST REV. DATE:
FILE LOCATION:
,:/CUFF/PROJECT/RUTH
SHEL--I=D.DWG 9-26— 18 7:58:01 pm EST
I
RANGE LAZY
SUZAN
A 12'-4"
DBL. SINK DIN
14'-0"
i
N
2
CABINET ELEVATION SHOWN
TO SHOW INTENT ONLY
FINAL DESIGN BY CAB.
MANUFACTURER.
ELECTRICAL PLAN
1/4" = 1'-0"
/
TO FLOODS
LIGHTS
4/0 ALUM.
i� SER CABLE, 150
METER O J GROUND AMP
I i 200 i
PNL
#4 Cu GRND MAIN �RKR.
I � �
3#3,/0 THHN CU
CABLE / GRND
INTERSYSTEM ; ; ; IN 2" PVC CONDUIT
BONDING ; ; GRADE
I i i
OPTIONAL
!UNDERGROUND
TO FLORIDA UNDERGROUND
POWER & LIGHT i OPTIONAL
I . I
-----------
ELECTRICAL RISEN'
CABINET ELEVATIONS
1/4" = 1'-0"
Q REF PANTRY;
14'-O"
C
R.C.RECESSED INCANDESCENT
Q
220 V. RECEPTACLE
D.B.-
DOOR BELL
LIGHT FIXTURE
(p
110 V. RECEPTACLE
®
DOOR CHIME
V.P. RECESSED INCANDESCENT
D.C.
VAPOR PROOF LIGHT FIXTURE
RECEPTACLE
TOP HALF SWICHED
CEILING MOUNTED
®
ELEC
ELECTRICAL PANEL
INCANDESCENT LIGHT FIXTURE
a
PNL
TELEPHONE JACK
PD
HANGING PENDANT
Qj
JUNCTION BOX
�--c A.L.
INCANDESCENT LIGHT FIXTURE
®
CHANDELIER OR
�-C
LOCATED IN ATTIC
GFI
GROUND FAULT INTERUPTER i
HANGING LT.
E.F.
EXHAUST FAN
WP
WEATHER PROOF
N❑-1
CABLE TELEVISION JACK
S
LIGHT SWITCH
(�
WALL MOUNTED
3
S
THREE-WAY SWITCH
DISCONNECT
Y
INCANDESCENT LIGHT FIXTURE
FS-6-1
WALL MOUNTED SMOKE DETECTOR
SG
DIMMER SWITCH
CEILING FAN WITH
sD
CEILING MOUNTED SMOKE DETECTOR
)F.L.
FLOOD LIGHTS
O O
LIGHT
MOTION DETECTOR
G.D.O.
GARAGE DOOR OPENER
2'X4' FLOU.
GENERAL LOAD
WATTS
AMPS
WIRE
TOTAL WATTS
GENERAL LIGHTING
1545 TOTAL S.F.
AND RECEPTACLES
3 PER
SQ. FT.
20
12
4,635
APPLIANCE CKT. (5)
1,500
PER
APPL.
20
12
7,500
REFRIGERATOR
1,600
PER
UNIT
20
12
1,600
RANGE
12,000
PER
UNIT
50
8
12,000
DISHWASHER
1,200
PER
UNIT
20
12
1,200
DISPOSAL
500
PER
UNIT
20
12
500
DRYER
5,000
PER
UNIT
30
10
5,000
WASHER
1,600
PER
UNIT
20
12
1,600
WATER HEATER
4,500
PER
UNIT
30
10
4,500
SPRINKLER PUMP
4,500
30
10
4,500
SUB -TOTAL
43,035
1st 10,000 WATTS @ 100
%
10,000
REMAINDER WATTS @ 40 %
13,214
AIR CONDITIONER @ 10,000 WATTS
10,000
TOTAL WATTS
33,214 I
TOTAL WATTS - 33,125/240 V. =138
AMPS
150 AMPS j
LCTRICAL GENERAL DOTES
1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE
NATIONAL ELECTRICAL CODE AND LOCAL & STATE REGULATIONS.
COMPLY WITH THE LOCAL UTILITY REQUIREMENTS FOR SERVICE
CONNECTIONS.
2. ALL EXTERIOR CONDUIT SHALL BE PVC SCH 80.
INTERIOR CONDUIT SHALL BE EMT.
3. SEAL AREAS AROUND CONDUITS THAT PENETRATE WALLS. ALL WALL
SURFACES SHALL BE REPAIRED AND PAINTED TO MATCH THE
EXISTING SURFACE. CUT, PATCH, CAULK, AND SLEEVE AS
REQUIRED WHERE NEW ITEMS PASS THROUGH FLOORS, WALLS OR
CEILINGS.
5. PULL BOXES SHALL BE FURNISHED & INSTALLED WHERE NECESSARY
IN THE CONDUIT SYSTEM TO FACILITATE CONDUCTOR INSTALLATION.
CONDUIT RUNS LONGER THAN 100 FEET OR WITH MORE THAN THREE
90 DEGREE BENDS SHALL HAVE A PULL BOX INSTALLED AT A
CONVENIENT INTERMEDIATE LOCATION.
6. ALL NEW ELECTRICAL COMPONENTS SHALL HAVE NEW NAMEPLATES
INSTALLED.
7. ALL DIMENSION AND CONDUIT ROUTING SHALL BE FIELD VERIFIED
PRIOR TO INSTALLATION OF EQUIPMENT.
8. ALL ELECTRICAL EQUIPMENT OR EQUIPMENT WITH ELECTRICAL
CIRCUITS SHALL BE GROUNDED IN ACCORDANCE WITH NFPA 70
ARTICLE 250. ALL ELECTRICAL EQUIPMENT AND ENCLOSURES,
RACEWAYS, AND HVAC EQUIPMENT SHALL BE EFFECTIVELY GROUNDED
TO ENSURE PERSONNEL SAFETY. ALL NONCURRENT CARRYING
METALLIC PARTS SHALL BE GROUNDED. THE EQUIPMENT GROUNDING
CONDUCTOR SHALL BE BONDED TO ALL ENCLOSURES AND BOXES
WHICH IT TERMINATES IN OR PASSES THROUGH. AN INSULATED
GREEN EQUIPMENT GROUND WIRE SHALL BE INSTALLED IN ALL
CONDUITS. WATERPIPES OR METAL STRUCTURES ENTERING A
BUILDING FROM THE OUTSIDE SHALL BE GROUNDED .
9. PROVIDE TELEPHONE OUTLETS AT THE LOCATIONS INDICATED ON THE
10. PROVIDE PANEL SCHEDULE TO CONFORM WITH THIS
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PROJECT NAME AND ADDRESS:
MODEL 1545 3—BEDROOM
FOR
JOHN WILLIAMS JR.
AND
LAZATHA MURPHY
PARCELL ID 1431-701-0023-000-6
C. PEARSON
SHEET
G. NEELY
FHEKE
EPT 2020
DATE:
FILE LOCATION:
C./CLIFF/PROJECT/RUTH
SheI—fD.dwa (9—?f9-1(9 1 •._�7•.-�n nm FqT
ATTIC VENTILATION CALCULATION
MAXIMUM TOTAL HOUSE SQUARE FOOTAGE: 1604 SQ. FT.
E� MAXIMUM REQUIRED ATTIC VENTING (1 /150):
1604 X 144 / 150 = 1539 SQ.INCHES
MINIMUM PROVIDED VENTILATED SOFFIT:
96 LIN. FT. ® 10 SQ. IN. /LIN. FT. =960 SQ. INCHES.
MINIMUM PROVIDED OFF RIDGE VENTS:
4 UNITES @ 140 SQ. IN. / UNIT =560 SQ. INCHES.
TOTAL MINIMUM PROVIDED VENT AREA: 1520 SQ. IN,
WINDOW AND DOOR
DESIGN PRESSURE (PSF)
(ENCLOSED)
OPENING
WALL ZONE 4
WALL ZONE 5
SIZE
(OA 19)
±36.9
39.3
-46.4
B
+35.5
+35.5
(20-49)
-37.9
-43.7
c
+33.9
+33.9
(50-99)
-36.3
-40.5
D
+32.7
+32.7
(=100<)
-35.1
-38.0
STUCCO
EXTERIOR CEMENT PLASTER, LATHE, FLASHING & STUCCO STOP
SHALL COMPLY WITH ASTM C 926 & ASTM C 1063.
STUCCO OVE SHEATHED WOOD IS A THREE COAT SYSTEM W/
MINIMUM PLASTER THICKNESS OF 7/8". LATHE SHALL BE NAILED
OVER TWO LAYERS 15# FELT OR HOUSEWRAP.
STUCCO OVER MASONRY IS A TWO COAT SYSTEM W/MINIMUM
PLASTER THICKNESS OF 1 /2"
PROVISION FOR DRAINAGE MUST BE PROVIDED AT THE BOTTOM
OF STUCCO WALL COVERING. (NOT FOR MASONRY WALLS) A
STUCCO CONTROL JOINT WITH WEEPS SHALL BE INSTALLED G
WHERE DISSIMILAR BASE MATERIALS MEET, SUCH AS WOOD
FRAME CONSTRUCTION OVER FIRST STORY MASONRY.
COMPLIANCE PARAGRAPH
THESE PLANS ARE CERTIFIED TO BE DESIGNED IN ACCORDANCE WITH 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE
RESIDENTIAL CODE, USING A FASTEST -MILE WIND VELOCITY OF 150 MPH. THIS ENGINEERING DESIGN IS FOR RESISTING
WIND LOADS ON THIS PATICULAR RESIDENCE ON THIS SPECIFIC LOT, AND IS NOT VALID WITHOUT MY SIGNATURE
AND RAISED SEAL NOTES, THE WALL SECTIONS AND THE FLOOR PLAN(S).
RIO�-TTTDE E1LEYATION
,f 0
.m
LEFT SIDE ELEVATION
1/4" = 1„-0.,
j>-O"
10' — 0'
FRONT ELEVATION
1/4" = 1'-O"
j
+38.9
+37.1
--41.5
A O
—39.6
i
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ROOF PLAN
1/81, = 1'-0"
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PROJECT NAME AND ADDRESS:
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MODEL 1545 3-BEDROOM
FOR
JOHN WILLIAMS JR.
AND
LAZATHA MURPHY
PARCELL ID 1431--701-0023-000—
DRAWN BY: SHEET
C. PEARSON
CHECKED BY:
G. NEELY
START DATE:
SEPT 2020
LATEST REV. DATE:
/CLIFF/PROJECT/RUTH
SHE-EV.DWG 9--20--18 7:59:28 pm EST
PR[CAS
MASONF
STUCCO
APPROX.
.~".`'^'
/oux/zvv uumu. r/u.
W/9#5 BARS CONT. T/P.
PROVIDE ASPHALT SHINGLE!
R-30 B/0T INSULATION
HURRICANE STRAP AS
UPLIFT
PRECAST LINTEL
W/1#5 BAR
LINTEL BLOCK BEAM YV
BARS CONTINUOUS POi
8°X8°X16"CONC. MASON
WITH HORIZONTAL JOINT
18" O.C. VERTICALLY.
16"DX12"N CONC. FTG.
W/2#5 BARS CONT.
/L - U-Iz -
r _Q r) Q Q QT-1 r TTr) TT
r2-'� CROSS SECTION
�-30 INSULATION
IROVDE ASPHALT SHINGLES OVER 15#
-ELT ON 1/2' THK. PLYWOOD SHEATHING
PRE—ENGINEERED WOOD TRUSSES @
|NDOS@c DOORS SHALL
BE ANCHORED TO MASONRY
OPENING W/3/16' TAPCON
EMBEDDED 1 1/4" MIN.
STUCCO FINISH
`
" THK BATT |NSUL BETWEEN P.T.
)BL LINTEL BLOCK BEAM /
3ARS CONTINUOUS POURED SOLID.
FASCIA
VENTED SOFFIT
PRECAST LINTEL
W/1#5 BAR
MASONRY BEYOND
STUCCO FINISH
APPROX. FINISH
04
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W60—
PROJECT NAME AND ADDRESS:
MODEL 1545 3-BEDROOM
FOR
AND
DRAWN BY: SHEET
C. PEARSON
CHECKED BY:
G. NEELY
START DATE:
SEPT 2020
LATEST REV. DATE:
FILE LOCATION:
WEDGE ANCHOR I.L.O. J—BOLT NOTE
GENERAL PLAN NOTES:
G1 DESIGN PARAMETERS
A) DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES
1) ROOF LOADS: LIVE LOAD (LL): 20 PSF (25% DURATION INCREASE)
DEAD LOAD (DL): 17 PSF SINGLE; 25 PSF TILE
UPLIFT CALCS: DEAD LOAD (DL): 10 PSF SHINGLE; 16 PSF TILE
(60% DURATION INCREASE).
FLOOR LOADS: DL: 15psf ; LL: 40psf (0% DURATION INCREASE)
G2 MIN. LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO IN SPECIFIC NOTES).
A) INTERIOR NON -BEARING WALLS: 2x4 STUDS AT 24" ON CENTER.
SPRUCE -PINE -FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS.
CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS.
B) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS AT 16" ON CENTER
TO 10'-0", USE 2X6 OVER 10'-0".
C) HEADERS: SOUTHERN PINE, GRADE 2, (2) 202's LINO ON PLAN OR DETAILS.
NAIL PLIES WITH 10d GUN NAILS AT 3" EDGES AND 6" INTERM.
G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SHALL
NOT BE REDUCED IN STRENGTH.
G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE OR STEEL SHALL BE
PRESSURE TREATED (P.T.).
G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION
OF TRUSSES AND FOR ALL PERMANENT BRACING PER HIB-91 SUMMARY SHEET
(AKA: 'THE ORANGE SHEET')
G6 GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, STRUCTURAL, ELECTRICAL,
AND MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS, WHICH
AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY
PRIOR TO ANY CONTINUATION OF WORK.
G7 ANCHOR POSITIONS ARE ± 1 /2"
G8 7/16" OSB WITH APA STRUCTURAL RATING OF 24/16 MAY BE USED IN LIEU OF
15/32" PLYWOOD AS SHOWN ON PLANS.
G9 ONLY SHINGLES AND FASTENERS FROM THE BUILDING DEPARTMENTS' LATEST APPROVED
ROOF COVERING MANUFACTURERS LIST (IF APPLICABLE) SHALL BE USED. TESTING DATA
FOR FASTENERS SHALL BE PROVIDED UPON REQUEST.
G10 ALL STEEL REINFORCING IS GRADE 40 U.N.O. ON PLANS
G11 ALL CONNECTORS SHALL BE NAILED PER MANUFACTURE'S SPECS.
GENERAL NOTES FOR SHEAR WALL CONSTRUCTION:
GSW1 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END
ARE SHEARWALLS.
A 1 /2" DIA. X 6" LONG MINIMUM WEDGE ANCHOR MAY BE USED
IN LIEU OF 1 /2" DIA. J-BOLTS. ANCHORS TO BE LOCATED NO
CLOSER THAN 5" TO EDGES AND 6" FROM CORNERS AND ENDS.
USE APPROVED EPDXY SYSTEM AT CONCRETE CORNERS.
DOWEL ROD REPAIR NOTES:
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN
POUR LOCATIONS. DRILL 5" INTO CONCRETE (NO CLOSER THAN 3 3/4"
FROM EDGES AND 5" FROM ENDS OF CAP WALLS) REMOVE DUST
PER MANUFACTURE'S INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR
45 REBAR IN PACE. USE EITHER SIMPSON OR HII_Ti r 100 EPDXY T!F
NOTE TO A/C CONTRACTOR:
PASSIVE A/C RETURNS SHALL BE ADDED TO ALL ROOMS REQUIRED BY
CODE WITH AN A/C SUPPLY.
NOTE TO PLUMBER:
L PLUMBING SHALL COMPLY WITH 6TH EDITION 2017 FBC PLUMBING .
NOTE TO ELECTRICIAN:
1. SMOKE DETECTORS ARE TO BE LOCATED IN EACH BEDROOM AND
COMMON AREA.
2. SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72.
Z _ BATHROOM SHALL_ HAVE GFI RECEPTACLE
RT18112 CONDITION #1:
STRAP IS 0" TO 3/8" AWAY FROM EDGE
OF TRUSS.
REPAIR:
NO REPAIR NECESSARY.
CONDITION #2:
STRAP IS 3/8"" TO 1-1/2" AWAY FROM
EDGE OF TRUSS.
REPAIR:
PLACE MAXIMUM 2x4 BLOCK BETWEEN
TRUSS AND STRAP. BEND PER DETAIL
AND NAIL 7-10d.
CONDITION #3:
STRAP IS MORE THAN 1-1/2" AWAY FROM
EDGE OF TRUSS. \
REPAIR:
PER DETAIL SHOWN USING HUGHES RT18112
ANCHORED TO WALL WITH (3) 1/4"x2-1/4"
�.
(MIN.) TAP -CONS AND NAILED TO TRUSS
�\
K(3)
WITH 7-10d. MAXIMUM 1200 LBS. UPLIFT.
1/4" X 2-1 /4" TAP -CONS
APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BE USED ON EITHER SIDE OF WALL
NOTE TO BUILDER:
ALLOWANCE TOLERANCES SPACING AS FOLLOWS:
J-BOLT..............± 2" O.C.
DOWNPOURS ...... ± 8" O.C.
REDHEAD NOTE:
WEDGITS = WEDGE ANCHORS. WEDGITS REFERED
TO IN DRAWINGS ARE REDHEADS AND ARE RATED
AT 9690 POUNDS OF PULLOUT AND 7240 SHEAR
PER REDHEAD MANUFACTURER DATA.
STANDADI� REPAIR FOR SF )P MISALIGNMENT
N'l 'S
FOOTING AS PER FOUNDATION PLAN
#5 DOWEL WITH 25" OVERLAP-
GARAGE GOAL POST DETAIL
i T t::
ALL TRUSS TO HEADER CONNECTIONS
ARE (2) USP HCDP's U.N.O.
(2) 2x8 SYP— SEE / CORNER DETAIL
CORNER JACK
2x8 HEADER (PITCH CUT END)
ENTRY SECTION
NTS
SHUTTER TRACKS, ANCHOR W/ 1/4
DIA. TAPCONS @ 12" O.C. OR
PER MANUF. SPECIFICATIONS.
2" "H" HEADER
PT 1x4 DOOR BUCK
STRIPS - ANCHOR TO
BLOCK WITH 3/16"
TAPCON 1 1/4" MIN
ENGAGEMENT INTO
MASONRY.
2" STORM PANELS 0.05GA
MILL FINISH -SMOOTH
14 1/4- WIDE
SHUTTER TRACKS, ANCHOR W/ 1/4"
DIA. TAPCONS @ 12" O.C. OR
PER MANUF. SPECIFICATIONS.
WING NUT
2"X2" STUDDED ANGLE
WINDOW/DOOR AND HURRICANE
SHUTTER ANCHOR DETAIL
_.
NTS
8d GUN NAILS AT 8d GUN NAILS AT
4" O.C. WITHIN 48" 6" O.C. ON JOINTS
MINIMUM OF EDGES, AND EDGES AND 12"
GABLES, & RIDGES r IN FIELD
I— 15/32" PLYWOOD C-D OR
7/16" APA RATED OSB
TYPICAL NAILING SCHEDULE
2x4 CAT BETWEEN TRUSSES
STRAP TO HEADER WITH
RT18112 NAILED 16-10d
SEE ELEVATIONS
u
1) 2x8 SYP.
TA 18 BY
USP
— SEE TYPICAL WALL
SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT
SEE ELEVATION
FACE NAIL FULL
TO JACK WITH
GUN NAILS AT
O.C. STAGGERE
EL.± (0'-0")
TOP SLAB, FTG
P.C.
LINTEL
a
PT 1x4 DOOR BUCK
w
STRIPS - ANCHOR TO
c„
BLOCK WITH 3/16"
TAPCON 1 1/4" MIN
I
!
ENGAGEMENT INTO
l
MASONRY.
L
J
L
NOTE:
TAPCON SHALL BE THROUGH PRE DRILLED
HOLES IN WINDOW FRAME INTO MASONRY.
DOOR SIZE
#TAPCONS
LOCATION
2'-8"
14
A-F
3'-0"
14
A-F
1-12" SIDELIGHT
14
A-F
2-12" SIDELIGHT
14
A-F
5'-0" FRENCH DOOR
18
A-G
6'-0" FRENCH DOOR
18
A-G
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G G F
A --
EQUAL
B
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C
C
EQUAL
D
C
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E
E
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G G F
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/_USP TP4X ---\ SEE CONN. SCHED.
STUD
10d
D 2
6" MAX
TYP.
2-2x8
LL
DGIT W/ 2"WASHER
PT(2X4)
0
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USP RT18112
FULL STUD
JACK STUD
(2X4) SPF G #2
Q 16" O.C.
USP TP4X
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EXISTING SLAB P.T. (2x4) CONT.
SEE CONNECTOR SCHEDULE
1/2" DIA x 10" MINIMUM J-BOLT OR 32" MAX.
6"
WEUVE ANCHOR WI I H 2"' DIA WASHER
INTERIOR BEARING WALL /
BEARING WALL TO MASONY WALL CONNECTION
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PROJECT NAME AND ADDRESS:
MODEL 1545 3—BEDROOM
FOR
JOHN WILLIAMS JR.
AND
LAZATHA MURPHY
4 PARCELL ID 1431-701-0023-000-6
DRAWN BY: SHEET
C. PEARSON
CHECKED BY:
G. NEELY
START DATE:
SEPT 2020
LATEST REV. DATE:
:/CLIFF/PROJECT/RUTH
SHE—LWS2.DWG 9-26-18 7:17:09 pm ESTup I