HomeMy WebLinkAbout5505 4th StV
.6
9' O" WALL HE
8' O" TOP OF
doll _ FIN19
LEFT
AREA VENTILATION REQUIRED - UPPER E LOWER VENTED PROVIDED
2014 S.F. ATTIC AREA / 300 = 6.12 S.F. X 144 = g68 S.I.
968 S.I. / 2 = 484 S.I. UPPER AND LOWER VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1 LOMANCO OFF RIDGE VENTS AT 10 SI./EA = 490 > 484 51,
LOWER VENTILATION PROVIDED
205 FT, SOFFIT VENTS ( MIN ) AT ro.42 SI./FT = 1312 > 484 51,
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEPEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
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FRONT ELEVATION 1/411 _ 11011
RIDGE VENT
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5' O" 14' 0" 19' O"
1/2" A30-1 ALL THREAD ROD LOCATIONS WITH 5/8"X1" 01
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1/2" COUPLING NUT TO SECURE ROD TO BOLT ROD TO
EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE
WASHER AND NUT AT TOP. PLAE AT EACH CORNER,
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ALL EXTERIOR WALLS ACT AS SHEAR WALL-t,;7)V/�� STRUCTURAL ENGINEERS� 0& 17z� i
+ i / RICHARD L. KIDD P.E
AIL WORK SHALL COMPLY WITHFLORIDA LICENS UMBER 31296
PREVAIL!k'r CC?DES I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
FLC-, WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2014 5TH EDITION AND ASCE 1-10
FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2014 BUILDING CODE RESIDENTIAL 5TH EDITION
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FIG
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OF
ARK4Y 0
16754
1/2" CDX OR i/16" OSB ROOF SHEATHING
NAILED 6" OC ON ALL EDGES AND IN THE
FIELD WITH SD NAILS, USE STEEL PLYCLIPS
AND 015 FELT WITH SHINGLES L RIDGE VENT
AS REQUIRED
SEE ROOF TRUSS PLAN
2X4 WOOD SUB FASCIA WITH
ALUMINUM FASCIA AND DRIP
ALUMINUM SOFFIT
ALUMINUM SINGLE
HUNG WINDOWS
2X4 02 SPRUCE STUDS SPACEDIro" OC WITH 1/2" CDX OR OSB
WALL NAILED 3" OC ON ALL PLATES AND 4" OC ON STDDS,
COVER WITH TYVEK HOUSE WRAP AND INSTAL HARDI LAP
SIDING
SINGLE 2X4 P.T. BOTTOM PLATE SECURED TO SLAB
WITH A301 ALL THREAD RODS AT LOCATIONS SHOWN
ON FLOOR PLAN
DBL2X4
TOP PLATE
ENGINEERED ROOF
TRUSSES 24" Or -
MINIMUM R-30 INSULATION
IN ATTIC AREAS
1/2" CEILING TYPE
GYPSUM BOARD
DBL 2 X 12 02 PINE WITH ONE
LAYER 1/2" PLYWOOD IN CENTER
OVER ALL DOOR AND WINDOW
OPENINGS
R-11 INSULATION IN WALLS
TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH AND 6 MILL VISQUEEN OVER
CLEAN COMPACT TERMITE TREATED SOIL
� 10 • LL
4S VERTICAL RODS AS
SHOWN ON FOUNDATION 116TYPICAL 10" X 16" FOOTINGS WITH
PLAN BOTTOM OF FOUNDATION 2 EACH 45 REBAR ON CHAIRS
MINIMUM 12" BELOW GRADE
2X4 9'O" UJOOD WALL
NOT TO SCALE
ATTACH DOOR t0 STUDS THROUGH WOOD
DOOR JAMB PER YOUR MANUFACTURES
INSTRUCTIONS TO MEET WIND LOAD AND
COMPRESSION RATINGS FOR YOUR JOB
LOCATION
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CAULK DOOR PER YOUR
DOOR MANUFACTURE SPECIFIC
RECOMMENDATIONS TO MEET
WIND LOAD AND COMPRESSION
RATINGS FOR YOUR JOB LOCATION
TYPICAL HEADER
TYPICAL STUD WALL
E—�
WOOD DOOR ATTACHMENT DETAIL
GARAGE DOOR TO BE REINFORCED
TO MEET WIND LOAD AND COMPRESSION
RATINGS FOR YOUR JOB LOCATION
CEILING RAFTER
ALL TRACK AND HARDWARE SECURED
PER MANUFACTURE SPECIFICATIONS TO
MEET WIND LOAD AND COMPRESSION
RATINGS FOR YOUR JOB LOCATION
MINIMUM 2 X 6 02 SPRUCE PLATE EACH SIDE AND .
TOP ATTACHED TO WALL USING 1/2" X 6" LAG
BOLTS 4 EACH SIDE AND AT TOP 24" or -
GARAGE DOOR ATTACHMENT DETAIL
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF -
REPAIRS OR DELAY TO THE CONSTRUCTION
INT STUD WALL
P.T. PLATE ANCHORED
WITH BOLTS AT 24" O.C.
4" CONCRETE SLAB
MIN, 2500 PSI
OVER TREATED
COMPACTED FILL _
6X6 10/10 WWM
(OR EQUAL)
4" -- ----
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NON LOAD BEARING GARAGE FOOTING
16"
TYPICAL 20"XIb" MONO FOOTINGS
WITH 2 EACH +B REBAR ON CHAIRS
OPTIONAL MONO FOOTING DETAIL
NOT TO SCALE
POST / BEAM DETAIL
NOT TO SCALE
ATTACH WINDOW TO STUDS THROUGH WINDOW
FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS
TO MEET WIND LOAD AND COMPRESSION RATINGS
FOR YOUR JOB LOCATION
I
CAULK WINDOW PER YOUR
WINDOW MANUFACTURES SPECIFIC
RECOMMENDATIONS TO MEET WIND
LOAD AND COMPRESSION RATINGS
FOR YOUR JOB LOCATION
'RE-ENG. TRUSSES
WMPSON NIO W/ 8 - Sol TO TRUSS t TO BEAM
SIMPSON AC4 POST TO BEAM
ANCHOR 8- 160 NAILS TO POST
AND 12-160 NAILS TO BEAM
4X4 P.T. WOOD POST
IMPSON A5U44 W/ 12 - 16d COMMONS
O POST - (1) 5/8"X6" EXPANSION BOLT
IUST HAVE 2" MIN CONCRETE EDGE ON
►LL SIDE OF POST ANCHOR
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WOOD WINDOW ATTACHMENT DETAIL
OR STUD WALL
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38,011
FOUNDATION 4 SANITARY PLAN 1/411 = 11011
ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN
AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE
FIXTURES IN CORRECT LOCATION. PLUMBING DRAIN LINES ARE NOT A
STRUCTURAL PART OF DRAWINGS AND MAY VARY IN FIELD WITHOUT
APPROVAL FROM ENGINEER OF RECORD.
TICAL RODS FROM FOOTINGS
TO TOP OF STEM WALL PLACED
CORNERS, AND SPACED MAXIMUM
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fL�RICHARD L. KIDDEY E
FLORIDA LICENSE MBE 31296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2014 5TH EDITION AND ASCE 1-10
FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2014 BUILDING CODE RESIDENTIAL 5TH EDITION
ARKAY ENGINEERING IN(
STRUCTURAL ENGINEERS
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PORCH
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ARKAY *
16754
STUD SPACING
L- BRACING
NO
L-BRACING
(1) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16'
O-01TO 45
4-5 TO 81011
SO - 120
120 TO 160
24"
0'-0" TO 4'0"
4'O" TO 1'O"
I
1'O" TO 10'O"
-1
10'0" TO 14'O"
NO ANGLE BRACING REQUIRED WHEN
GABLE IS NO MORE THAN 24" TALL IN
CENTER
BACKNAIL W,
2 X 4 WEB BLOCKS NAILED IN BETWE
WEBS WITH (2) I&D NAILS EACH END U
(6) J6D NAILS AT EACH END NAIL TO
2X4 ANGLE BRACING AT 48" OC ALONG
GABLE END NAIL ENDS TO 2 X 4 BLOCKING
WEB BLOCKING WITH (2) 16D TOE NAILS
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CEILING BOARD 2 x 4 NAILER ATTACHED ro BOTTOM
CORD ox GABLE muss AND coMMox
TRUSSWITH 2 EACH I2D COMMON NAILS
AT EACH UPRIGHT MEMBER ON GsABLE
GABLE END BRACING. DETAIL
NOT TO SCALE
2x4 CROSS -BRACING a RIDGE
20'-0" MAX
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"L" BRACING TO EXTEND AT LEAST 90 9G
OF WEB LENGTH l SEE TABLE ABOVE)
DOWN GABLE TRUSS WITH ONE LAYER
DX SHEATHING OR 1/I6" OSB NAILED
9D COMMON NAILS 4" Or,
30N LSTA24 OR EQUAL
Oc (TYP)
100 BEAM OR
LL BELOW
TOP/BOTTOM CHORD GABLE
1END BRACING A 46" O.G. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES (MIN 2X4 )
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4
�7
1 CONT. BOTTOM CHORD
BRACING (1"x4" MIN.) g
10'-C" MAX.
SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BRACING OR CROSS BRACING REQUIREMENTS
REQ. MINIMUM TRUSS 5RACING
ROOF EDGE
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5 -O PARTIAL ROOF PLAN 5 -O
Sd RING SHANK NAILS AT fo" O,G, AT EDGES
ZONE 1 O 8d RING SHANK NAILS AT 12" O.C. INTERMEDIATE
ZONES 2O 3O Sd RING SHANK NAILS AT ro" O.C„ 4" O.G. AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER.
ROOF SHEATHING NAILING
NOT TO SCALE
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
2 X4 HAILERS
(TYP.)
2"X4" VERTICAL SCAB m 48" O.C.
(MAX,) CONN. W/ 4-1roD NAILS g
2" X 8" RIDGE BOARD TOP E USP "RT3" OR SIMPSON "H3"
AT
I' II I-IURRI 2AXE6 " C�2 YELLOWTP NE)
CONT, 2X4
RAFTERS a 24" O.C.
USP "RT3" OR
SIMPSON "H3"
HURR. STRAP
AM EACH END
USP "RT3" OR -
SIMPSON "143"
HURR. STRAP m
48" O.C. TYP,
SIMPSON H3 FRAMING
2" X 8" RIDGE BOARD
ANCHOR TYP.
7 ROOF SHEATHING
VERT. SCAB
BEVEL CUT
TYP.
CONT, 2"X4"
NAILER TYP.
(2-16D NAILS
PER TRUSS)
USP "RT3" OR
SIMPSON "143"
HURR. STRAP g SECTION IIAII-°,AII
48" O-C. TYP.
END NOT EXPOSED TO WIND
4-16D TOE NAILS a
RIDGE BOARD END
ROOF VALLEY DETAIL
Not -TO -SCALE
PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING
AT ALL ROOF CHANGES AND SIDE WALL AREAS
PER FBC 101.2.5 /R103.1.5. 103.6., SO3.2 AND 9O5
PLACE ROOF CEMENT COATING AT ROOF DECKS
EDGES OF FLASHING AND ALL LAPS, NAIL FLASHING
WITH 1 1/2" ROOF NAILS 12" OC
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° OR STEP FLASHING, SEE NOTE 1
° ROOF DECK AT SIDE WALLS
TYPICAL ROOF FLASHING DETAIL
NOT TO SCALE
BUSSES BELOW SHEATHED
RIOR TO VALLEY FRAMING
ISTALLATION.
X 6" (02 YELLOW PINE)
VALLEY FRAMING (TYP.)
COMMON TRUSS
0
-61
38' O"
MIN
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ROOF TRUSS PLAN 1/411 _ 11011
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ARKAY ENGINEERING INC,
STRUCTURAL ENGINEERS /
RICHARD L. KIDDEI" .E�
FLORIDA LICENSE =— 31296
I HERBY CERTIFY THAT THESE PLAINS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2014 5TH EDITION AND ASCE 1-10
FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2014 BUILDING CODE RESIDENTIAL 5TH EDITION
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LIVING
1410
GARAGE
402
PORCH
202
TOTAL 2014
FIGS
3
of:
5
ARKAY M
16754
MECHANICAL PLAIN 1/4" = 11011
NOTES:
MECHANICAL CONTRACTOR TO PROVIDE A RETURN AIR
GRILL FOR ALL ROOMS THAT HAVE A UNBALANCED AIR
FLOW PER FLORIDA MECHANICAL CODE OR UNDER CUT
DOORS
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
MECHANICAL CONTRACTOR TO VERIFY ALL DUCT
AND UNIT SITE. THE MECHANICAL DRAWINGS ARE
NOT A STRUCTURAL PART OF DRAWINGS AND MAY
VARY IN FIELD WITHOUT APPROVAL FROM ENGINEER
OF RECORD
TYPICAL ELECTRICAL RISER DIAGRAM
3 - 2/0 THHN CU FEEDERS
2" GALV RISER
METER
SINGLE PHASE
BREAKER PANEL
WITH MAIN
200 AMP
GROUND PER N.E.G.
3- 2/0 06 GROUND
2" GALV NIPPLE
CONCRETE ENCASED "LIFER"
ELECTRODE REQUIRED PER
CURRENT N.E.C. AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
ELECTRICAL LEGEND
220 V
G.F.I. 110 V
} GROUND FAULT
(� RECEPTACLE
1
CEILING FAN
SWITCH
® IIOV 50 CFM'S
110 V
BATH FAN
WP
110 V
O�
WATERPROOF
IIOV LIGHT CEILING
FAN W/ LIGHT
OUTL
CAN BE CEILING
`D
OR WALL (TYP)
as
ON
e- CHANDLER EXTERIOR DBL FLOOD
FLUORESCENT
FIXTURE
O O
O VANITY LIGHT
CAN LIGHT
O
�yRECESS
I�J ELECTRICAL PANEL
WALL SCONCE
SMOKE
DETECTOR
TELEVISION
C3.D.B..
OCARBON
C
MONOXIDE
® PHONE
l'f
UNIT
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN h' FEET OR SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER "AFI" CIRCUIT
SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'O" OF EACH ROOM USED FOR SLEEPING PURPOSES
WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED
GARAGE .
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C.
GENERAL LOADS
TYPE OF LOAD
LIGHTING LOAD 2014 SQ FT X 3VA 6042
SMALL APPLIANCE LOAD 2 CIRCUITS X 1500VA 3000
LAUNDRY LOAD I CIRCUITS X 1500VA 1500
TOTAL VA 10542
LOAD
LIGHTING, SMALL APPLIANCE,
LAUNDRY FIRST 3000VA X 100 % TOTAL 3000 vA
LIGHTING, SMALL APPLIANCE
LAUNDRY REMAINING '1542 VA X 35 9; TOTAL 2640 VA
TOTAL 5640VA
LARGE APPLIANCE LOADS
ELECTRIC RANGE NOT OVER 12 KVA
8000 VA
CLOTHES DRYER
5500 VA
WATER HEATER
4500 VA
HVAC HEAT
5000 VA
TOTAL 23000 VA
TOTAL VA 28640 VA
CONVERT VA TO AMPS
28640 DIVIDED BY 240 VOLTS - 120 AMPS
ELECTRICAL PLAN 1/4" = 110"
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY E p
FLORIDA LICENSE MBER 3mErly
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2014 5TH EDITION AND ASCE 1-10
FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2014 BUILDING CODE RESIDENTIAL 5T14 EDITION
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GARAGE
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TOTAL 2014
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16754
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2014 FLORIDA BUILDING CODE
5T14 EDITION AND THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL 5 TH EDITION,
ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
FLOORS: GARAGE SLAB:
LIVE LOAD - 40 P,S,F. LIVE LOAD - 50 P.S..F,
DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P,S,F,
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P,S,F,
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P,S,F,
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2014 FLORIDA
BUILDING CODE, RESIDENTIAL 5TH ADDITION - SECTION R301.2,1.1. AND 20!4 FLORIDA BUILDING
CODE 5TH ADDITION SECTION 1609.1.1,
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT t EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602,5
COMPONENT t CLADDING WIND LOADS
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
N/A
+32.3/-35,3
2
405.1
+32,3/-56.2
3
-110,ro
+32.3/-89,0
4
N/A
+35.3/-38,2
5
_r
N/A
+35.3/-41,2
SOIL BEARING 4 COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P,S,F,
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED t COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S,F,
FOUNDATION LOADING.
ARKAY ENGINEERING, INC,: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING,
ARKAY ENGINEERING, INC, SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS 4 SLAB —ON —GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA,
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P,S,I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR 05 REBAR, 30" FOR Oro REBAR t 35" FOR 01 REBAR,
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED,
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
AND SHALL HAVE A MINIMUM F'M OF 1,500 P,S,I,
MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S,
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR 05 REBAR, 30" FOR M6 REBAR t 35" FOR 01 REBAR,
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/6", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
OF 2,500 P.S.I, (WHEN TESTED PER ASTM C-1019),
PROVIDE CLEAN -OUT OPENINGS (12 50, IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
TIMBER MATERIALS:
ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
LVL BEAMS SHALL BE (LSE) MICROLLAM LVL MATERIALS MANUFACTURED BY TRUSJOIST
MACMILLAN (OR EQUAL),
LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS
SHALL BE #2 YELLOW PINE (OR BETTER).
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER).
ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE.
PSL POSTS SHALL BE 11.8E) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST
MACMILLAN (OR EQUAL). SEE "POST SUPPORT TABLE" ON THIS SHEET FOR LOAD VALUES.
EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16 O.S.B. (2-M-W RATING) NAILED
WITH SD NAILS SPACED AT 3" O.C. ALONG ALL HORIZONTAL JOINTS t EDGES. 6" O.G. ALONG ALL
VERTICAL JOINTS t EDGES AND 12" O.G. ALONG ALL INTERMEDIATE STUDS.
AT OPENINGS 5'-O" WIDE OR LARGER, STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON
"LSTA24" STRAP TIES AT EACH END OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
WITH A USP OR SIMPSON "HTTIfc" TENSION TIE.
ANCHOR WOOD SHEARWALL SEGMENTS TO FOUNDATION WITH A USP OR SIMPSON "HTTI6" TENSION TIE AT EACH
END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTIONS (BUILDING CORNERS),
ANCHOR TRUSSES AS FOLLOWS:
ROOF UPLIFTS OF 4550 AND LESS USE (1) USP "RT3" OR SIMPSON "143" HURRICANE TIE.
FOR UPLIFTS FROM 4560 UP TO 9100 USE (2) USP "RT3" OR SIMPSON "143" HURRICANE TIES.
UPLIFTS FROM 911" UP TO 1,4500 USE A USP "HTW20" OR SIMPSON "HTS20" TWIST STRAP.
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION,
IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
'USP" OR "SIMPSON" CONNECTORS SHOWN,
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P,T,
PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC, WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-11 INSULATION
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
d
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
SHALL STATE
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
IF A REGISTERED TERMITICCE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR, THE SYSTEM
MUST HE INSTALLED PRIOR TO FINAL BUILDING APPROVAL,
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING t COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT,
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION), ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
TRUSSES:
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC, IS
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW t GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/I62 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY,
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE,
INSTALL ALL WINDOW t DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
ELECTRICAL, PLUMBING 4 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411,003(2XU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS,
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN (2 FEET OF SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT,
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
"AFI" CIRCUIT,
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET,
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S SQ. FT,
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
DRAFTSTOPPING:
IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES, DRAFTSTOPPING
SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT.
ATTIC ACCESS:
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT, AND HAVING MINIMUM
30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES,
WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1,3
GARAGE:
NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM, OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN. 1 3/5" THICK), OF SOLID WOOD,
SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES,
WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN. 1/2" GYPSUM BOARD
APPLIED TO THE GARAGE SIDE, THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED
TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL
HABITABLE ROOMS ABOVE WITH MIN. 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R309
PRODCCT CATEGORY
APPROVED PRODUCT LIST
SUB CATEGORY MANUFACTURER
STATE FL,
APPROVV AL
STRUCTURAL COMPONET
HIO
SIMPSON
FL 10456
STRUCTURAL COMPONET
AC6
SIMPSON
FL 10860
STRUCTURAL COMPONET
A5U6fo
SIMPSON
FL 10860
STRUCTURAL COMPONET
WALL ANCHORS
THREADED ROD
N/A
ROOFING
ASPHALT
GAF SINGLES ALL
FL 10124.1
ROOFING
UNDERLAYMENT
GAF
FL 10626.1
SOFFIT t FASCIA TRIM
SOFFIT AMERICAN
CONSTRUCTION METALS
FL 12019.1
SINGLE HUNG
WINDOWS
NON IMPACT
PLYGEM 1500
FL 16103.1
EXTERIOR DOORS
GARAGE 9'2" TO 16'2"
CLOPAY
FL 5684.3
EXTERIOR DOORS
SWINGING 8'0"
PLAST PRO
FL 15213,30
EXTERIOR DOORS
SWINGING &'0"
PLAST PRO
FL 15213.19
WALL SIDING
EXTERIOR
WARDI BOARD
FL 13192,1
LAP SIDING
0 OII Q/ I OII
V
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SLAB TO TOP PLATE PLACED (1) AT EACH
CORNER AND AT MAXIMUM &'0" OC ON
PERIMETER OF HOUSE
ARKAY ENGINEERING INC.. 1
STRUCTURAL ENGINEERS
a
RICHARD L. KIDDEY E.
FLORIDA LICENSE MBER 3.1296
I HERBY CERTIFY THAT THESE NS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION i609 OF THE
FLORIDA BUILDING CODE 2014 5TH EDITION AND ASCE 1-10
FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2014 BUILDING CODE RESIDENTIAL 5T14 EDITION
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