HomeMy WebLinkAbout36134 Shady Bluff Lp Lot 600
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35'-0*
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7 MIN FROM GAR FLOOR TO BOT OF PRE -CAST
+
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4-4
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SILL 17" AFF 3'-6" 8
L1 LINTEL
13'-4" 18'-0„
35'-0"
FLOOR PLAN C
NOT TO SCALE
LINTEL SCHEDULE
LINTEL
SIZE
REINF
L1
8"x 16'
1-#5 T&B
L2
8"x 24"
1-#5 T&B
L3
8 x 32"
1-#5 T&B
*PRECAST LINTEL, (1) #5 REBAR IF
OVER 6' NO REBAR REQ'D IF LESS
THAN 6'
/4 " _ 1'
WASHER & DRYER LOCATIONS
REMAIN THE SAME REGARDLESS
OF GARAGE HANDING. WASHER
ON LEFT, AND DRYER ON RIGHT.
L1
K.O. COARSE
ALL CELLS, K.O. &
;.'; ,
P.C. LINTEL FILLED
!.
w/3000 PSI CONC
P.C. LINTEL
1540 LIVING AREA
77 ENTRY
386 GARAGE
2003 TOTAL AREA
' L3
I2 K.O. COARSE
K.O. COARSE ,' ' : ALL CELLS, K.O. &
P.C. LINTEL FILLED
H:'
aALL CELLS, K.O. & w/3000 PSI CONCP.C. LINTEL FILLED
w/3000 PSI CONC : • !:
P.C. LINTEL P.C. LINTEL
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KITCHEN ELEVATION #1 KITCHEN ELEVATION #2
CABINET ELEVATIONS
MASTER BATH ELEVATION
1/4"=1'
HALL BATH ELEVATION
.UMt
W,
WA'
2'-6 1 /2"
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HEIGHT 36" AFF
A/C PLATFORM N.T.S.
NOT TO SCALE
4" THICK REINF. CONIC. SLAB
2500 P.S.I. W/ FIBERMESH
8X12 STEP-DOWN FOOTER
NO REBAR REQUIRED)
h_
STEP—DOWN
FOOTER DETAIL
NOT TO SCALE
4" THICK REINF. CONIC. SLAB
W 2500 P.S.I. FIBERMESH 8x8
MONO FOOTER (NO REBAR RQD.)
THICKENED EDGE
NOT TO SCALE
EXEC LEGEND
SYM.
DESCRIPTION
SINGLE POLE SWITCH
THREE WAY SWITCH
4
FOUR WAY SWITCH
110V RECP.
110V DUPLEX RECP.
220V RECP.
�FI
110V GROUND FAULT INTERUPT
HALF SWITCHED DUPLEX RECP.
LIGHT FIXTURE
®
RECESSED LIGHT FIXTURE
O
JUNCTION BOX
EXHAUST FAN
®
EXH. FAN/LIGHT COMBINATION
'
TELEPHONE JACK / CAT 5
SD
SMOKE DETECTOR
S�C
COMBO SMOKE/CARBON MONOXIDE DET.
vT
TELEVISION OUTLET
4))�
SPEAKER WIRE
DT
THERMOSTAT
3 TAB FIBERGLASS SHINGLES ON 15#
FELT, 1 /2" CDX SHEATHING OR 7/16"
O.S.B. - 8d NAILS @ 6" o.c.-\
SIMPSON HETA20 @ EA
END OF EA TRUSS
(OR EQUAL)
2x SUB FASCIA
ALUMINUM OR
VINYL SOFFIT
PRECAST CONC. LINTEL
w/1 - #5 CONT. @ SPANS
6'-0" AND GREATER
ALUM. WINDOW -
(SIZE PER PLAN)
PRE -CAST CONC. SILL
STUCCO FINISH
#5 BAR DOWEL w/10" STD.
HOOK (LAP MIN. 25" w/
VERT. REINF. BAR) —\
EXISTING UNDISTURBED
OR ENGINEERED SOIL
II=1I
- III —
ROOF PITCH
PER ELEVATION
-ENGINEERED TRUSS
OTHERS)
R-19 BAT. INSUL. MIN.
(SEE ENERGY CALC.)
GYP CEILING BIRD
LINTEL BLOCK w/1 #5 CONT.
FILLED w/3000 PSI CONC.
1 /2" GYP. BIRD. @ WALLS ON
1 x2 PT FURRING STRIPS @ 24"
o.c. w/R4.1 MIN. INSUL.
C
3 1/2" CONC. SLAB w/6x6
#10 W.W.M. OR FIBERMESH
FIN. FLR. 9
N I a . :I•. i.•l _ �.1V
0
3 -
(2)-#5 CONT. 1'-4„ CLR
TYPICAL CMU WALL SECTION
NOT TO SCALE
EXISTING
UNDISTURBED ORe�l
4" THICK REINF. CONC.
ENGINEERED SOIL SLAB W/ 2500 P.S.I.
co
=1 IFIBERMESH 12X18 BELL
—IFOOTER.
III
(2)-#5 REBAR 12"
AL T MONO FO 0 TER
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REV DATE
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DRAWN
CAM
CHECKED
CL
DATE
4-17-15
SCALE
NOTED
JOB No.
-4/27/15
PLANS DESIGNED & ENGINEERED
IN ACCORDANCE wl
FLORIDA BUILDING CODE 2010
SHEET
1
am
FRONT ELEVATION C 1/4" = 9'
12
�5
n
Ll
REAR ELEVATION
0 0
0 00
nu 0
C i 4 " - i-'
CONTINUOUS RIDGE VENT (TYP)
CONTINUOUS RIDGE VENT
REG. MOLD.
4.5X8.5"
0.94
1.99
3.77 00
1.80
1.00 1,41
FOAM DETAIL
ROOF SHEATHING
PER GENERAL NOTES
ATTACH TO TOP CHORD
BACK NAIL W/ (2)
W/SIMPON H2.5 (OR
12d COMMONS
EQUAL)
2X4 LADDER/OUTLOOKER
"T" OR "L"
24" OVERHANG SPACE 24"
BRACING SCISSOR TRUSS
O.C. 12"/16" OVERHANG
(REQ'D)
SPACE 48" O.C.
NOT SHOWN
SIDING OR SHEATHING
(SEE GENERAL NOTES
FOR PANEL SIZE &
ATTACHMENT)
2x4 RAT RUNS OR 2x4 BLOCKING
48" O.C. FOR FIRST FOUR FRAMING
ATTACH 2X4 DIAPHRAM TOJ
SPACES FROM EACH END ATTACH
GABLE TRUSS VERTICAL
TO EACH BOTTOM CHORD MIN. (2)
WEBS W/(2) 10d
10d COMMON NAILS
COMMON NAILS
RYWALL NAILER
GABLE END TRUSS
KNEE WALL
12
�5
LEFT ELE VA TION C 114 99 e
12
�5
RIGHT ELE VA TION C 9 /4 " = I'
TRUSS BRACING PER \_STRAP TRUSS W/ SIMPSON
TRUSS MFG. SPECS HETA20 (OR EQUAL) USING
CONTINUOUS (6) 10d NAILS (MIN) ® 48"
BOND BEAM W/ O.C.
(1) #5 REBAR 9
CATHEDRAL @ CABLE DETAIL
STRUCTURALLY CONTINUOUS WALL
NOT TO SCALE
2x4 RAT RUNS OR
2X4 BLOCKING 4'-0"
O.C. FOR FIRST FOUR
FRAMING SPACES
FROM EACH END
STRAP TRUSS W/
SIMPSON HETA20 (OR
EQUAL) USING (6)
10d NAILS (MIN) @-
48" O.C.
i � a i
2-1 6d
5d COOLER NAILS OR
GWB54 ® 7" O.C.
MASONRY GENERAL NOTES
GENERAL NOTES
STRUCTURAL DESIGN CRITERIA
1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE
1. FBC FBCR 2010
REQUIRMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-08).
2. ASC /SEI 7-10 CODE (140 mph)
2. CONCRETE BLKS SHALL CONFORM TO ASTM C 90 (28 DAY STRENGTH=2000
3. STRUCTURE RISK CATEGORY = II
PSI, FM=1350 PSI) LAID IN RUNNING BOND.
4. ENVELOPE PROCEDURE FOR LOW RISE BUILDINGS
3. MORTAR SHALL BE TYPE S OR M.
5. EXPOSURE FACTOR = B
4. WHERE SHOWN, CELLS OF MASONRY BLOCK SHALL BE FILLED WITH CONCRETE
6. INTERNAL PRESSURE COEFFICIENT = f0.18
WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS & 1-#5,
7. 2nd FL LOADS: LIVE LOAD-40 PSF/DEAD LOAD-10 PSF
VERTICAL.
8. ROOF LOADS: LIVE LOAD-20 PSF/DEAD LOAD-10 PSF
5. PROVIDE KNOCK -OUT IN CONCRETE MASONRY UNIT AT BASE OF EACH FILLED
9. COMPONENT & CLADDING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX)
CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION.
ROOFING / FLASHING
DRAINAGE
ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF
PROVIDE AN ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE
FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE"
COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO
FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5%
PROVIDED. ROOF SHEATHING NAILING SCHEDULE FOR 7/16" OSB ROOF
) /
SLOPE AWAY FROM THE FOUNDATION.
,
DECK, USE 8d CC NAILS, SPACE 6" O.C. AT EDGES & 6' O.C. IN FIELDS.
STEMWALL FOOTING
GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES SECURE
STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE
w/(5) NAILS PER SHINGLE ON 15# FELT OVER 7/16" OSB ROOF DECK.
USED WITH UNBALANCED FILL. UNBALANCED FILL GREATER THAN 36" SHALL BE
PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL 997 FOR WIND
TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT
SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN. 16"x26GA VALLEY
BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0"
METAL PLACED OVER FELT NAILED 12" o.c. ® EDGES. WHERE WALLS MEET
WINDOWS
ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC REQUIREMENTS.
ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA FRAMED WALLS
101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER
ALL INTERIOR NON -BEARING WALLS MEET R6021.3.1. WALLS TO BE STD SPF
MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS
OR HIGHER GRADE.
IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1x BUCK INTO MASONRY.
ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL
ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN)
MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5x THE DESIGN LOAD.
FRAMED GARAGE WALLS TO HAVE MIN 1/2" GYPSUM BIRD (IF AREA ABOVE
THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF
GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BRD ON CLNG).
24" ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW
IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR THE SURFACE BELOW.
TRUSS ANCHORS
EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4" DIA. SPHERE TO
TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON
PASS AND OPENINGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F
HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS
2006 OR ASTM F 2090.
EACH STRAP FOR (1) PLY OR HIP GIRDER. USE (2) SIMPSON HHETA20 EACH EN[
(;ARA(;F nnop
FOR (2/3) PLY GIRDER USE (2) SIMPSON HHETA20 EACH END FOR GABLE END
GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL
2x6 PT EA SIDE w/(3) 1/2"x8" "J" BOLTS w/2" WASHERS SPACED EQUALLY
ALONG LEGNTH EMBEDED INTO POURED CELLS (OPTION: MAY USE 1/2"x6"
WEDGE ANCHORS W/2" WASHERS) ANCHOR 2x6 PT ABOVE DOOR TO LINTEL W/
WEDGE ANCHORS, CONCRETE SCREWS OR .145"0 P.D.F.'s A PERMANENT LABEL
IS REQUIRED AND THE INSTALLATION INSTRUCTIONS ARE REQUIRED TO BE
PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES
ENABLES ASSURANCE OF COMPLIANCE
TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE
MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE
FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON
MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED.
CONNECT TRAP TO BOND BEAM WITH (3) 3/16" X 1 3/4" HEX HEAD TAPCONS.
THIS SUBSTITU11ON IS GOOD FOR A MAXIMUM UPLIFT OF 1,000# PER STRAP.
ELECTRICAL NOTES
EXTERIOR PRE -HUNG DOORS
ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY
1x DOOR BUCK (IF READ) TO BE ATTACHED TO MASONRY WALL w/1 1/2 x.106
AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL
ELECTRIC CODE (2008 NEC).
WIRE COLLATED NAILS ® 4"O.C. 2x DOOR BUCK (IF REQD) TO BE ATTACHED TO
SMOKE DET. LOCATED ON WALL 12" TO BOT. OF BOX OUT. VANITY LIGHTS
MASONRY WALL w/2 1/2x.106 WIRE COLLATED NAILS ® 4" O.C. SECURE PRE-
80" TO CENTER OF BOX OUT. FRONT DOOR GFI 4" OFF SLAB CENTER (SEE
HUNG DOOR UNIT PRE MFG SPECS.
PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER
ATTIC ACCESS
ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS
UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT
ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF
DOOR GFI 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION)
22"00".
ALL ELECTRICAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE
EXTERIOR SIDING
REGUARDLESS OF GARAGE HANDING.
MIN 3/8" LP SMARTPANEL OR 7/16" OSB SHEATHING NAIL w/8d CC 6" O.C.
LATH
EDGES & 6" O.C. IN FIELDS
ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT
MISPLACED WALL RIENFORCING NOTE
MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS
AND BE TIED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH
IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING
SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO
EIVALENT
WOOD SUPPORTSOF
CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING
BENT OVER4ATG EASTI3ED
AIRSCAL WITH A PENETRATION OIFH3/4' ANDTHE
IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE TIED INTO THE BOND
STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE
BEAM w/ A MIN. HOOK OF 10". IF THE NEW DOWEL LOCATION IS MORE THAN 8"
WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE
OFFSET FROM ORIGINAL LOCATION THE BOTTOM OF THE BAR SHALL HAVE A
OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT
BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT
5x24 LONG DOWEL DRILLED 4 INTO THE CONCRETE SLAB & SET IN SIMPSON
# "
BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER
SET EPDXY. IF LESS THAN 8" NO EPDXY NEEDED. CELL SHALL BE FILLED
WIRE LATH.
w/ A MIN. 2500 PSI CONCRETE.
FENESTRATION
FLASHING, SEALANTS, AND WEATHERSTRIPPING
JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS
ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE REQD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12
BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C
920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD.
2X6 PLATE
CONTINUOUS 14'
LENGTHS MINIMUM
CONNECTED TO
CMU WALL W/1 /2"
X 8" ANCHOR BOLT
2-16d @ 32" O.C.
GABLE END TRUSS CONNECTION
STRUCTURALLY CONTINUOUS WALL
hinT Tn C`r'AI r
CONVENTIONAL VALLEY
FRAMING DETAIL
GABLE END, COMMON RIDGE BEAM
TRUSS OR GIRDER TRUSS - (SEE NOTE #6)
VALLEY RAFTERS
(24" O.C. MAX)
12
P
TRUSS TYPICAL
(24" O.C.) POST SEE
NOTE #8)
CONSTRUCTION SEQUENCE (ALL MATERIAL 32 OR BETTER) TRUSS MUST
BE SHEATHED
1. INSTALL BASE TRUSSES.
2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES.
IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURLINS AT 24" O.C.
ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY
FRAMING. CONNECT PURLINS TO EACH TRUSS WITH (2) - 16d NAILS.
3. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS.
4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS
WITH (2) 16d NAILS.
5. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING
RIDGE OF THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON
TRUSS TO ROOF SHEATHING.
6. SET 2 x 6 #2 RIDGE BEAM. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C.
BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST
TO ROOF SHEATHING WITH (3) 10d TOE NAILS.
7. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BEAM. MAXIMUM RAFTER
SPACING IS 24" O.C. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) 16d
NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d TOE NAILS.
8. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" O.C. (OR LESS) ALONG
EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN
DRAWING. ALLIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO
POST WITH (4) 10d NAILS. FASTEN POST TO SHEATHING WITH (3) 16d TOE
NAILS. FOR PURLIN APPLICATION, CONNECT 2x4 POST TO FACE OF TOP CHORD
WITH (4) 10D NAILS.
VALLEY PLATE
(SEE NOTE #4)
POST SEE
NOTE 8)
GABLE END, COMMON
TRUSS OR GIRDER TRUSS
LIVE LOAD = 30 PSF (MAX)
DEAD LOAD = 15 PSF (MAX)
D.O.L. INC. = 1.15
ASCE 7-10 (MWFRS) 140 MPH
NOTE 48" O.C. MAXIMUM
POST SPACING
SHEET
w