HomeMy WebLinkAbout36153 Shady Bluff Lp Lt 1035'-O"
FLOOR PLAN A
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'
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
0 A w/3000 PSI CONC
P.C. LINTEL
LIVING AREA 1485
LANAI 108
GARAGE 387
TOTAL AREA 1980
L3
L2 K.O. COARSE
K.O. COARSE ALL CELLS, K.O. &
P.C. LINTEL FILLED
ALL CELLS, K.O. & w/3000 PSI CONIC
P.C. LINTEL FILLED
!: w/3000 PSI CONC !:
P.C. LINTEL P.C. LINTEL
A/C
FO UNDA TION PLAN
--� F
114 -1'
3 TAB FIBERGLASS SHINGLES ON 15#
FELT, 1 /2' CDX SHEATHING OR 7/16'
O.S.B. — 8d RING SHANK NAILS
0 6' O.C.
SIMPSON HETA20 0 EA
END OF EA TRUSS
(OR EQUAL) �<
2x SUB FASCIA J_/
VINYL SOFFIT
PRECAST CONC. LINTEL-`
w/1 - #5 CONT. 0 SPANS
6'-0" AND GREATER
ALUM. WINDOW -
(SIZE PER PLAN)
PRE -CAST CONC. SILL
CEMENTITTOUS FINISH INSTALLE
IN COMPLIANCE W/ ASTM 926
AND ASTM 1063
#5 BAR DOWEL w/10" STD.
HOOK (LAP MIN. 25" w/
VERT. REINF. BAR) —�
ROOF PITCH
PER ELEVATION
-ENGINEERED TRUSS
OTHERS)
R-30 BAT. INSUL. W/
BAFFELS (SEE ENERGY
CALC.)
" GYP CEILING BIRD
LINTEL BLOCK w/1 #5 CONT.
FILLED w/3000 PSI CONC.
1 /2' GYP. BIRD. ® WALLS ON
1x2 PT FURRING STRIPS ® 24'
o.c. w/R15 FOAM INJECTED
INSUL.
3 1 /2' CONC. SLAB w/6x6
#10 W.W.M. OR FIBERMESH
EXISTING UNDISTURBED
OR ENGINEERED SOIL
U
co
(2)-#5 CONT. t•_4" 3 CLi
TYPICAL CMU WALL SECTION
NOT TO SCALE
EXISTING
UNDISTURBED OR 4" THICK REINF. CONC.
ENGINEERED SOIL •" SLAB W/ 2500 P.S.I.
7IFzll::=llAllrl
:.• I FIBERMESH 12X18 BELL
• r '� I FOOTER.
(2)-#5 REBAR 12' 3' C R
AL T MONO FO 0 TER
DETAIL
t�
4' THICK REINF_ CONC. SLAB
2500 P.S.1. W/ FIBERMESH
OX12 STEP-DOWN FOOTER
NO REBAR REQUIRED)
STEP—DOWN
FOOTER DETAIL
NOT TO SCALE
4' THICK REINF. CONC. SLAB
W 2500 P.S.I. FIBERMESH 8x8
M 0 FOOTER (NO REBAR ROD.)
=Cll
THICKENED EDGE l A+
NOT TO SCALE 1
co_^ s •o
ALL WpRK SHALL
T `�'�AILI�rp CODES,
CpMPLYWIT
COD_P, NATIO]v FLORIDAL
CjTyoFZEP ALELECTRI CB�I4ING
HYRHILLS >aT�PEAAD
12
5
SIDING
NVEN
-Kim
REAR ELEVATION 114" = 1 '
LEFT ELE VA TION 114
4" BAND
BAND
CONTINUOUS RIDGE VENT
FIELD BRACING is not the responsibility of the truss fabricator,
truss designer, or plate manufacturer. Persons erecting trusses
are cautioned to seek professional advice regarding temporary
and erection bracing which is always required to prevent toppling
and dominoing during erection, and permanent bracing which may
be required in specific applications. Trusses shall be erected
and fastened in a straight and plumb position, Where no direct
top chord sheathing is applied, trusses must be braced at 24'
on center maximum. Where no direct bottom chord sheathing is
applied, trusses must be braced at 104' on center maximum.
Trusses must be handled with extreme care during erection to
prevent damage or personal injury. Refer to truss engineering
for connection and bracing requirements, These calculations are
supplied in order for the ENGINEER OF RECORD to adequately
provide for connection and integration of the roof assembly to
the supporting structure. Designers of supporting connections
are SOLELY responsible for the integrity of their product.
Trusses remain our property until paid for in full. Truss layouts
and engineering may not be reproduced in part or in full under
any circumstances.
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
HEEL HEIGHT = 2x4 STD 5 12
BOTTOM = 2x4 MIN
TOP = 2x4 MIN _
• -.ad 2.5
12
L�
1'-0'
1
TRUSS END DETAIL
12
5
SPECIAL NOTE
ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE
FOR THE ENGINEERING DESIGN AND COST OF THE REQUIRED REPAIR.
WARNING ff
A SPREADER BAR IS REQUIRED TO PROPERLY SET TRUSSES ON THIS
BUILDING. REFER TO HIB 91 SUMMARY SHEET OR CALL (941)665-9001
FOR INFORMATION.
TRUSS BRACING
1) THE TOP CHORD PERMANENT BRACING IN THE FORM
OF SHEATHING, OR PURUNS FOR A PIGGYBACK CONDITION.
2) BOTTOM CHORD PERMANENT BRACING IN THE FORM OF
PURUNS ONLY IN AREAS WHERE THE DRYWALL WILL NEVER BE
ATTACHED. THIS CAN OCCUR WHEN A BOTTOM CHORD IS CONCEALED
BY A 'FILLER" BOTTOM CHORD SECTION OR "FALSE' BOTTOM
3) ALL PERMANENT WEB BRACING AS SPECIFIED BY THE
INDIVIDUAL TRUSS DESIGN DRAWING.
HMCAFF CHApf
4L - HUS 26 (SIMPSON)
- HGUS28-2 (SIMPSON)
A L - HGUS28-3 (SIMPSON)
STRAP / NAILING SCHD
QTY
STRAP
MFG.
NAILING
—
HUS 26-2
SIMPSON
(4) 12d
—
RT — 18
USP
(4) 1Od
—
TA — 20
USP
(8) 1Od
REFER TO ENG
PACK FOR
CONNECTION —
CJ3
0
i
CJ1
U
U
1 —0 44 2'_0"
TYPICAL 5' SETBACK
CORNERSET LABELING
AND SPACING
ROOF DET
REFER TO ENG
PACK FOR
CONNECTION —
CJ5
CJ3
LO
U
II II
1'-0 2'-0"
TYPICAL 7' SETBACK
CORNERSE-r LABELING
AND SPACING
AIL 114 = 1'
CG
C1
C1
AG
A
A
A
Al
Al
Al
Al
Al
Al
A2
A4
A6
A8
A10
Al2
A14
A15
131
B2
B3
B4
B5
D1
CJ5
CJ3
CJl
35'
26'
9'
N
N
N
N
. . . . _.
. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .
......
..................................----..----.-----.--...
------------- - - - --
N. . . . . . . . . . . . . . . . . . . . . . . . . .
.............................
------------------------------
. . . . . . . . . . . . . . . . . . . . . . . . -
................
. . . CV . . . . . . . . . . .
. . . . . . . . . . . . - - - - - -
DD- SPACE---
-------------------
--------------------------- - - - - --
N. . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . .
:.
. . . . . . . . . . . . . . . . . . . . . .
-- -- ...............
HUS26
HUS26
\LJ
U
HUS2p6
I
HUS26
I
00
w
CJ5
o CJ3
CJ1
roaDo 0o u� ro � —� —� —� v)-7 U U U
W
LUS24
\CJ5S
LUS24
J3S
or .. Cl) uO r` r` rl- r- In ch ., y
U U U W W W W U U U
20' 12'
32'
TRUSS ANCHORS TR US S LAYOUT A 1 /4 " = 1 '
TRUSS TO BILK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP
TA 20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w 8 10d NAILS
0 EACH STRAP FOR (1) PLY OR HIP GIRDER, USE (2) US 20 EACH
END FOR (2/3) PLY GIRDER USE (2) USP TA20 EACH END FOR GABLE
END TRUSS, USE (1) USP TA20 OR EQUAL UNLESS NOTED OTHERWISE
EJ2
M
CJl
v
N
RIGHT ELEVATION 1/4" = 9'
ELEC-ripirl'IC PLANTO BUILDING
2" C
200 A
10
MC9
ELECTRICAL NOTES
SMOKE DETECTORS LOCATED ON WALL 12"
TO
BOTTOM OF BOX OUT.
VANITY LIGHTS 80" TO CENTER OF BOX
OUT.
FRONT DOOR GFI 4" OFF SLAB CENTER
(SEE
METER PLAN FOR LOCATION).
TV AND PHONE LOCATIONS PER COLOR
SHEET,
OTHER ELECTRICAL OPTIONS PER COLOR
SHEET.
DISHWASHER, DISPOSAL OUTLETS UNDER
SINK.
MICROWAVE PRE -WIRE.
U/G FROM NOTES
UTILITY CO. 8KW & 3 1/2 TON - 6/2 ROMEX
RISER
T.S.
LIVING AREA
1485
LANAI
10
GARAGE
387
TOTAL AREA
1980
ELEC LEGEND
SYM.
DESCRIPTION
SINGLE POLE SWITCH
THREE WAY SWITCH
4
FOUR WAY SWITCH
110V RECP.
9
110V DUPLEX RECP.
&
220V RECP.
�Fl
110V GROUND FAULT INTERUPT
HALF SWITCHED DUPLEX RECP.
LIGHT FIXTURE
®
RECESSED LIGHT FIXTURE
JUNCTION BOX
EXHAUST FAN
®
EXH. FAN/LIGHT COMBINATION
TELEPHONE JACK / CAT 5
SD
SMOKE DETECTOR
S�C
COMBO SMOKE/CARBON MONOXIDE DET.
O
TELEVISION OUTLET
4)))
SPEAKER WIRE
OT
THERMOSTAT
A/C
HVA C
PLAN
114 " _ > '
EQUIPMENT BY (SEE
ENERGY CALL)
COND
SEE
ENERGY CALC)
A/H
SEE
ENERGY CALC)
HEATER
8KW)
SEER
14
HSPF
7.5
DUCTBOARD R-6.5
FLEX R-6
BOOTS R 6
TAPE FASSON UL 181
CODE
FRAME
ROUGH OPENING
CODE
FRAME
ROUGH OPENING
12
1858X251
2
22
361
2X251
2
13
1858X3778
23
361
2X3778
14
1858X501
8
24
361
2X501
8
245
36
1
2 X
55 1
2
15
18
5/8
X
62 1
2
25
36
1
2 X
62 1
2 EGRESS
16
1858X71
1
2
26
361
2X71
1
2EGRESS
17
18
5/8
X
83 1
2
27
36
1
2 X
83 1
2EGRESS
1/2 32
26X251
2
32
5258X251
2
1/2 33
26X3778
33
5258X3778
1/2 34
26X501
8
34
5258X501
8
345
52
5/8
X
55 1
2
1 2 35
26
X
62 1
2
35
52
5/8
X
62 1
2 EGRESS
1/2 36
26X71
78
36
5258X71
1
2EGRESS
12 3
2
_X
83 1
37
2
5/8
X
83 1.
2 EGRESS
2024
24
X
28
3050
36
X
60
2030
24
X
36
3060
36
X
72
EGRESS
2040
24
X
48
3424
40
X
28
2050
24
X
60
3430
40
X
36
2060
24
X
72
3440
40
X
48
2424
28
X
28
3450
40
X
60
2430
28
X
36
3460
40
X
72
EGRESS
2440
28
X
48
3824
44
X
28
2450
28
X
60
3830
44
X
36
2460
28
X
72
3840
44
X
48
2824
32
X
28
3850
44
X
60
2830
32
X
36
3860
44
X
72
EGRESS
2840
32
X
48
4024
48
X
28
2850
32
X
60
4030
48
X
36
2860
32
X
72
4040
48
X
48
3024
36
X
28
4050
48
X
60
3030
36
X
36
4060
48
X
72
EGRESS
3040
36
X
48
GENERAL NOTES
SUPPLEMENTAL NOTES
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 REQUIRED SETBACKS.
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
BEFORE REQUESTING THE FRAMING INSPECTION.
A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION
AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER
HEATER OR ELECTRIC PANEL.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS.
IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN
1'-0" OF THE BUILDING SIDE WALLS.
TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE
SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN
5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.
SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED.
BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH
PERMANENT METAL OR PLASTIC FORM& PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL
ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.
MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL
OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.
CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR
SOIL TREATMENT.
SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE
STRUCTURE SIDEWALLS.
AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING
LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE
RETREATED.
ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPT BY A LICENSED PEST CONTROL
COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL
STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES & LAWS OF THE FLORIDA DEPT OF
AGRICULTURE AND CONSUMER SERVICES."
AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN
1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR
OTHER CELLULOSE CONTAINING MATERIAL.
NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF
ANY BUILDING OR PROPOSED BUILDING.
MASONRY GENERAL NOTES
STRUCTURAL DESIGN CRITERIA
1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE
1. FBC / FBCR 5th EDITION 2014
REQUIRMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-11).
2. ASCE/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 = t0.18
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
COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO
FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE"
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 RING SHANK NAILS, SPACE 6" O.C. AT EDGES & 6" O.C.
STEMWALL FOOTING
IN FIELDS. GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES
STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE
SECURE w/(5) NAILS PER SHINGLE ON UNDERLAYMENT OVER 7/16" OSB
USED WITH UNBALANCED FILL. UNBALANCED FILL GREATER THAN 36" SHALL BE
ROOF DECK. PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL
TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT
997 FOR WIND SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN.
BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0"
16"x26GA VALLEY METAL PLACED OVER UNDERLAYMENT NAILED 12" o.c.
WINDOWS
0 EDGES. WHERE WALLS MEET ROOF LINE, ALL FLASHING SHALL CONFORM
ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA TO FBCREQUIREMENTS.M T
101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER
ASTMRLA57NTS INSTALLEDLCONFORM
ASTM AND
D226,MANUFACTURERS '
REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS
MANUFACTURERS SPECS.
IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1x BUCK INTO MASONRY.
FRAMED WALLS
WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL
ALL INTERIOR NON -BEARING WALLS MEET R6021.3.1. LUMBER TO BE
MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5x THE DESIGN LOAD.
STD SPF OR HIGHER GRADE.
THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF
24" ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW
ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR THE SURFACE BELOW.
ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN)
EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4" DIA. SPHERE TO
FRAMED GARAGE WALLS TO HAVE MIN 1/2" GYPSUM BIRD (IF AREA ABOVE
PASS AND OPENINGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F
GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BRD ON CLNG).
2006 OR ASTM F 2090.
TRUSS ANCHORS
GARAGE DOOR
TRUSS TO BILK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON
GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL
HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS 0
2x6 PT EA SIDE w/(3) 1/2"x8" "J" BOLTS w/2" WASHERS SPACED EQUALLY
EACH STRAP FOR (1) PLY OR HIP GIRDER. USE (2) SIMPSON HHETA20 EACH END
ALONG LEGNTH EMBEDED INTO POURED CELLS (OPTION: MAY USE 1/2"x6"
FOR (2/3) PLY GIRDER. USE (2) SIMPSON HHETA20 EACH END FOR GABLE END
WEDGE ANCHORS W/2" WASHERS) ANCHOR 2x6 PT ABOVE DOOR TO LINTEL W/
TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE
WEDGE ANCHORS, CONCRETE SCREWS OR .145" 0 P.D.F.'s A PERMANENT LABEL
IS REQUIRED AND THE INSTALLATION INSTRUCTIONS ARE REQUIRED TO BE
MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE
PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES
FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON
ENABLES ASSURANCE OF COMPLIANCE
MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED.
EXTERIOR PRE -HUNG DOORS
CONNECT TRAP TO BOND BEAM WITH (3) 3/16" X 1 3/4" HEX HEAD TAPCONS.
THIS SUBSTITUTION IS GOOD FOR A MAXIMUM UPLIFT OF 1,000# PER STRAP.
1x DOOR BUCK (IF READ) TO BE ATTACHED TO MASONRY WALL w/1 1/2 x.106
ELECTRICAL NOTES
WIRE COLLATED NAILS 0 4"O.C. 2x DOOR BUCK (IF READ) TO BE ATTACHED TO
MASONRY WALL w/2 1/2x.106 WIRE COLLATED NAILS ® 4" O.C. SECURE PRE-
ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY
HUNG DOOR UNIT PRE MFG SPECS.
AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL
ELECTRIC CODE (2011 NEC).
ATTIC ACCESS
SMOKE DIET. LOCATED ON WALL 12" TO BOT. OF BOX OUT. VANITY LIGHTS
ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF
80" TO CENTER OF BOX OUT. FRONT DOOR GFI 4" OFF SLAB CENTER (SEE
PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER
22"00".
ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS
EXTERIOR SIDING
UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT
MIN 3/8" LP SMARTPANEL OR 7 OSB SHEATHING NAIL w CC 6" O.C.DOOR
16
/ " 8d
/
GFI 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION)
ALL ELECTRICAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE
EDGES & 6" O.C. IN FIELDS
REGUARDLESS OF GARAGE HANDING.
MISPLACED WALL RIENFORCING NOTE
USE OF AFCI RECEPTACLES AND TAMPER
RESISTANT RECEPTACLES
IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING
LATH
CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING
ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT
IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE 11ED INTO THE BOND
MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS
BEAM w/ A MIN. HOOK OF 10". IF THE NEW DOWEL LOCATION IS MORE THAN 8"
AND BE 11ED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH
OFFSET FROM ORIGINAL LOCATION THE BOTTOM OF THE BAR SHALL HAVE A
SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO
#5x24" LONG DOWEL DRILLED 4" INTO THE CONCRETE SLAB & SET IN SIMPSON
VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4d GALVANIZED
SET EPDXY. IF LESS THAN 8" NO EPDXY NEEDED. CELL SHALL BE FILLED
NAILS WITH A PENETRATION OF 3/4 AND BENT OVER AT LEAST 3
w/ A MIN. 2500 PSI CONCRETE.
STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE
WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE
FLASHING, SEALANTS, AND WEATHERSTRIPPING
OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT
BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT
ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE
BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER
BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C
WIRE LATH.
920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD.
FFNFSTRATInN
LOAD -BEARING
PRESSURE
CLASS OF MATERIAL
(LBS< PER sQ/FT)
CRYSTALLINE BEDROCK
12,000
SEDIMENTARY AND FOLIATED ROCK
4,000
SANDY GRAVEL AND/OR GRAVEL
3,000
(GW AND GP)
SAND, SILTY SAND, CLAYEY SAND,
2,000
SILTY GRAVEL AND CLAYEY GRAVEL
(SW,SP,SM,SC,GM AND GC)
CLAY, SANDY CLAY, SILTY CLAY,
1,500
CLAYEY SILT, SILT AND SANDY SILT
(CL,ML,MH AND CH)
JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS
REQD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12
PLUMBING
ON MONO SLABS THE SEWER AND HVAC CONDENSATE LINE WILL GO
UNDER THE FOOTER, ON A STEM WALL THE LINES WILL GO THROUGH THE
BLOCK FOR THE LINE THAT PASSES THROUGH IT WILL BE SLEEVED WITH
A PIPE TWICE THE SIZE OF IT 3" WILL BE SLEEVED WITH 6" AND 3/4" WILL BE
SLEEVED WITH 1 1 /2".
RECIRCULATION OF AIR
M1507.2 EXHAUSET AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE
RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL
BE EXHAUSTED DIRECTLY TO THE OUTDOORS.
APPLIANCE PROTECTION
M1307.3.1 ALL APPLIANCES SHALL BE PROTECTED FROM IMPACT BY AN
APPROVED BARRIER
SINGLE DOOR
FL#
CODE
VERSION
STATUS
MANUFACTURER
CATEGORY
SUB
CATEGORY
PRODUCT MODEL
# OR NAME
PRODUCT
DESCRIPTION
BOOR
BOOR
W:R I NON IMPAG
BOORS
BOORS -
---
DOOR
11345-R2
2014
APPRVD
CROFT LLC
WINDOWS
FIXED
4400 SERIES
ALUM. PICTURE WINDOW
15585.1
2014
APPRVD
CROFT LLC
WINDOWS
SINGLE HUNG
96 SERIES
SINGLE HUNG
ALUMINUM SH WINDOW
16079.1
2014
APPRVD
CROFT LLC
EXTERIOR
DOORS
SLIDING EXT
DOOR
ASSEMBLIES
3000 SERIES
SLIDING GLASS DOOR
17680.2
2014
APPRVD
UNITED STEEL
PRODUCTS COMPANY
STRUCTURAL
COMPONENTS
WOOD CONNECTOR
ANCHORS
10655-R3
2014
APPRVD
SIMPSON STONG-TIE
COMPANY
STRUCTURAL
COMPONENTS
WOOD CONNECTOR
ANCHORS
1774--134
2014
APPRVQ
COMMERCIAL CONC
PRODUCTS, INC.
STRUCTURAL
COMPONENTS
PRECAST/PRE-
STRESSED
LINTELS
8" &12" LINTELS
4904-R7
2014
APPRVD
MASONITE
INTERNATIONAL
EXTERIOR
DOORS
SWINGING EXT
DOOR ASSEMBLIES
STEEL DOOR WITH
OR WITHOUT SIDELITES
444.1
2014
APPRVD
CERTAINTEED
CORPORATION
ROOFING
ASPHALT
SHINGLES
3-TAB / ARCH
LAMINATED
SHINGLE
075-R7
2014
APPRVD
FL METAL PRODUCT
COMPANY INC
ROOFING
ROOFING
ACCESSORIES
RIDGE VENT
219.1-R2
2014
APPRVD
TAMCO
ROOFING
ROOFING
ACCESSORIES
OFF RIDGE VENT
15279.20
2014
APPRVD
CLOPAY BLDG
PRODUCTS CO
EXTERIOR
DOORS
SECTIONAL EXT
DOOR ASSEMBLIES
WINDCODE W4
GARAGE DOOR
13389.1
2014
APPRVD
CERTAINTEED
CORPORATION
PANEL WALLS
SOFFITS
VINYL SOFFITS
13192
2014
APPRVD
Foducts0 Inic Building
PANEL WALLS
SIDING
LAP SIDING
9190-R6
2014
APPRVD
LP Building Products
PANEL WALLS
SIDING
SMART PANEL
ENG. WOOD EXT PANEL
17194.1
1 2014
1 APPRVDI
ROBETEX INC
I ROOFING
UNDERLAYMENT
TECH WRAP
SYN. UNDERLAYMENT
DOUBLE DOOR SINGLE DOOR W/ SDLT SINGLE DOOR W/(2) SDLTS
EXTERIOR PRE -HUNG DOORS
SECURE PRE -HUNG DOOR UNIT
USE 10 WOOD SCREWS/TAPCONS
USE SIMPSON 1/4 X 1 1 /2" MIN NAILON PINS AT THRESHOLD
DOOR INSTALATIONIFASTENER PLACEMENT
NOT T SCALE
ROOF PITCH
PER ELEVATION
ROOF PITCH
PER ELEVATION
---CONNECT BEAM TO TRUSS
W/SIMPSON MTS12.
U.N.O.
,II,
W
I
TRUSS STRAP PER
GENERAL NOTES
#2 SYP BEAM (SIZE PER
PLAN) STRAP W/(1) SIMPSON
HETA20
ISURFACE
I
PRECAST LINTEL W 1 #N5
BE&TW►EENONTINUOUS COLUMNS W MIN.
8" BEARING SURFACE/
EACH END CAP
ALL CELLS THAT FLOOR
PLAN INDICATES REBAR
SHALL BE CONCRETE FILLED.
ALL CELLS THAT FLOOR
PLAN INDICATES REBAR
SHALL BE CONCRETE FILLED.
CMU COLUMN AT FRONT
ENTRY PORCH W/#5
VERTICAL. (COLLI N HEIGHT
PER ELEVATION) (COLUMN
SIZE & REBAR PLACEMENT
PER FLOOR PLAN)
FOOTING DOWELS:
2-#5 EMBED. 6" MIN.
INTO FTG. W/ 90' HOOK
PAD PER FOUND PLAN
MASONRY COLUMN DETAIL
W/UPSET BEAM (ENTRY)
NOT TO SCALE
HALL BATH ELEVATION
MASTER BATH ELEVATION
CMU COLUMN AT FRONT
ENTRY PORCH W/#5
VERTICAL. (COLU HEIGHT
PER ELEVATION) (COLUMN
SIZE & REBAR PLACEMENT
PER FLOOR PLAN)
FOOTING DOWELS:
2-#5 EMBED. 6" MIN.
INTO FTG. W/ 90' HOOK
i- -
'� PAD PER FOUND PLAN
MASONRY COLUMN DETAIL
W/PRECAST LINTEL
NOT TO SCALE
KITCHEN ELEVATION #3
26 GA VALLEY METAL
(SEE GENERAL NOTES
FOR NAIL PATTERN)
ROOF DECK
W/15# FELT
NOTES TYPICAL
EACH SIDE
VALLEY FLASHING DETAIL
SIDING NOT To SCALE
METAL
FLASHING
SHINGLE
: 1. ROOF CEMENT
ROOF DECK
FLASHING DETAIL
NOT TO SCALE
CIABINET E'LEVA TIONS I
ROOF VENTILATION CALCULATIONS
FLORIDA BUILDING CODE 2014
SECTION 806.2 - 1 300
TOTAL ATTIC SPACE - 2065.00
NET FREE VENT NEEDED - 495.60
# OF RIDGE VENTS - 3
# OF OFF RIDGE VENTS - NA
COMPONENTS
FLORIDA
SECTION
AND CLADDING
BUILDING CODE 2014
301.2 140 MPH
NO-
ZONE
EFFECTIVE
WIND AREA
DESIGN WIND
PRESSURE
A
4
10
+35.3/-38.2
B
4
20
+33.7/-36.7
C
4
50
+31.6/-34.6
D
4
100
+30.0/-33.0
AA
5
10
+35.3/-47.2
BB
5
20
+33.7/-44.0
CC
1 5
1 50
+31.6/-39.8
DD
1 5
1
3UX '-36.7
TYPICAL EXAMPLES
A
1 /2 32, 1 /2 33, 1 /2 34, 22
B
1 /2 35, 1 /2 36, ALL SH 2-
SH 32-34, 3-0 DOOR OR LESS
C
SH 35, 36, 5-0 OR 6-0 SGD
8-0 SGD, 8-0 OHD
16-0 X 7-0 OHD < +22.0/-26.9
KITCHEN ELEVATION #2
/4 » _ 1'
CONVENTIONAL VALLEY
FRAMING DETAIL
GABLE END, COMMON RIDGE BEAM
TRUSS OR GIRDER TRUSS - (SEE NOTE 16)
VALLEY RAFTERS
(24' O.C. MAX)
TRUSS TYPICAL
(24" 15.Cr
POST (SEE
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 PURUNS 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 BOT OM 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 RAFUS WITH 2 x 4 P057S 48' O.G, (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) 1 od NAILS. FASTEN POST TO SHEATHING WITH (3) 16d TOE
NAILS. FOR PURLIN APPLICATION, CONNECT 2x4 POST TO FACE OF TOP CHORD
WITH (4) 1OD NAILS.
CODE
*ACTUAL* FLANGE
WIN SIZES
CK OPENING
F GHT OOUNG)
12
191 8X26
20X261 8
13
191 BX3838
20X381 2
14
191 8X5058
20X5034
15
191 8X63
20X6318
16
191 8X72
20X721 8
17
191 8X84
20X841 8
1/2 32
261 8X26
2738X261 8
1 233
261 8X3838
2738X381 2
1 234
261 8X5058
2738X5034
1 235
261 8X63
2738X631 8
1 236
26118 X72
2738X721 8
1 237
261 8X84
2738X841 8
22
36X26
2738X261 8
23
36X3838
3778X381 2
24
36X5058
3778X5034
245
36X501 4
3778X5638
25
37 X 63 EGRESS
37 7/8 X 63 1 8
26
37 X 72 EGRESS
37 7/8 X 72 1 8
27
37 X 84 EGRESS
37 7/8 X 84 1 8
485
48 X 63 EGRESS
49 X 63 1 8
32
53 1 8 X 26
54 X 26 1 8
33
53 1 8 X 38 318
54 X 38 1 2
34
531 8X5058
54X5034
1 8 X 1/4
X _
35
53 1 8 X 63 EGRESS
54 X 63 1 8
36
53 t 8 X 72 EGRESS
54 X 72 1 8
37
53 1 8 X 84 EGRESS
54 X 84 1 8
NOTE 11U LING Th100N5 7OGEIFER TAKE-�ZBLOCK OPEIt SQE
AND AOO (1) ACTUAL 9InDOw SQE FOR EACH xooNVIL w�IDOw.
SuaI cxwsS DOORS
BLOCK
OPENING
SIZE FRAM
FRAME OPENING
II
80 X M
80 1/4 X 8D 1/4
61 4 s 81
II
f
72 X 80
1/4 X 8D 1/4
7! 4.81
9g X 8D
1/4 X 80 1/4
97 4 a 81
»
tag SA x w
108 7/8 X 80 1/4
108 3A a.Q1
4�x
119 S/0 X 00
119 7/8 X W 1/4
121 t M
tm s wax
142 5/8 X 80
142 7/8 X E 1/4
144 : 81
!-
143 5A X 8D
143 7/5 X W 1/4
145 a M
41
191 S/8 X 8D
1123 7/8 X 1/4
193 3A a 81
KITCHEN ELEVATION #1
2x4 RAT RUNS OR
2X4 BLOCKING 4'-0'
O.C. FOR FIRST FOUR
FRAMING SPACES
FROM EACH END
STRAP TRUSS W/
%FSON HETA20 (OR
EQUAL) USING (6)
10d NAILS (MIN) 6
48' O.C.
VALLEY PLATE
(SEE NOTE #4)
IP400TSTE F8
GABLE ENO, COMMON
LNE 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
2X6 PLATE
CONTINUOUS 14'
LENGTHS MINIMUM
CONNECTED TO
CMU WALL W/1/2`
X 8' ANCHOR BOLT
2-16d O 32' O.C.
�- BOND BEAM L- 5d COOLER NAILS OR
GWB54 0 7• Q.c.
GABLE END TRUSS CONNECTION
STRUCTURALLY CONT#&KUS WAU.
NOT M SCALE
ROOF SHEATHING
PER GENERAL NOTES
ATTACH TO TOP CHORD
BACK NAIL W/ (2)
W/SIMPON H2.5 (OR
12d COMMONS
EQUAL)
2X4 LADDER/OUTLQOKER
'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 &
\Z12.4
ATTACHMENT)
RAT RUNS OR 2x4 BLOCKING
48' O.C. FOR FIRST FOUR FRAMING
ATTACH 2X4 DIAPHRAM TO
SPACES FROM EACH END ATTACH
GABLE TRUSS VERTICAL
TO EACH BOTTOM CHORD MIN. (2)
WEBS W/(2) 1 od
10d COMMON NAILS
COMMON NAILS
RYWALL NAILER
GABLE END TRUSS
KNEE WALL
TRUSS BRACING PER
STRAP TRUSS W/ SIMPSON
TRUSS MFG. SPECS
HETA20 (OR EQUAL) USING
CONTINUOUS
(6) 10d NAILS (MIN) O 48'
BOND BEAM W/
O.C.
(1) #5 REBAR
CATHEDRAL @
GABLE DETAIL
STRUCTURALLY CONTINUOUS WALL
NOT TO
SCALE
?V�