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END OF EA TRUSS
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TRUSS STRAP. PER
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GENERAL NOTES
ROOF PITCH
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PER ELEVATION
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PER ELEVATION
SIMPSON HETA20 O EA
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END OF EA TRUSS
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PRECAST UNTEL W/(1) 15
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MASONRY
COLUMN DETAIL
HOOKVERT. (LAPREINMIN. 25' w/
NOT TO SCALE
-
FIN. FLR.
ELEC LEGEND
SYM.
DESCRIPTION
SINGLE POLE SWITCH
THREE WAY SWITCH
J4
FOUR WAY SWITCH
Q
11OV RECP.
110V DUPLEX RECP.
220V RECP.
110V GROUND FAULT INTERUPT
HALF SWITCHED DUPLEX RECP.
LIGHT FIXTURE
®
RECESSED UGHT FIXTURE
O
JUNCTION BOX
EXHAUST FAN
®
EXH. FAN/LIGHT COMBINATION
'
TELEPHONE JACK / CAT 5
SD
SMOKE DETECTOR
S�C
COMBO SMOKE/CARBON MONOXIDE DET.
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TELEVISION OUTLET
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SPEAKER WIRE
OTHERMOSTAT
TYPICAL CMU WALL SECTION
NOT TO SCALE
EXISTING
UNDISTURBED OR 4' THICK REINF. CONC.
ENGINEERED SOIL SLAB W/ 2500 P.S-I.
.:. I FIBERMESH 12X18 BELL
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DETAIL
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A&B ELEVATION
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TRUSS ANCHORS
LEFT ELEVATION /4 " _ > ' TRUSS ( OR EQUAL)
B WALL CALCULATED FOR WORST CASE SCENERIO (1) USP
TA 20EACH STRAP FFORE(1) PLY OR HIP GIRDERACH END EACH TRUSS COSE (2T)ED wJ(%O EACHNAILS
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
f,
MASTER BATH ELEVATION
CABINET ELEVATIONS 114 " =1 '
TRUSS LAYOUT A 1/4" = 1
2
SHEET
- .... il- 1 11 .1 �
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I t1i::T171, li!]
ELECTRICAL NOTES
2' C
SMOKE DETECTORS LOCATED ON WALL 12' TO
BOTTOM OF BOX OUT.
200 A
VANITY LIGHTS 80' TO CENTER OF BOX OUT.
10
FRONT DOOR GFI 4' OFF SLAB CENTER (SEE
MCB
METER
PLAN FOR LOCATION).
TV AND PHONE LOCATIONS PER COLOR SHEET.
OTHER ELECTRICAL OPTIONS PER COLOR SHEET.
DISHIMASHER, DISPOSAL OUTLETS UNDER SINK.
MICROWAVE PRE —WIRE.
5/8'x10
U/G FROM
NOTES
GROUNDA
UTILITY CO-
8KW do 3 112 TON — 6/2 ROMEX
ROD
ELECTRICAL RISER
SCALE N.T.S.
ELEC LEGEND
SYM.
DESCRIPTION
SINGLE POLE SWITCH
THREE WAY SWITCH
4
FOUR WAY SWITCH
110V RECP.
110V DUPLEX RECP.
220V RECP.
Fl
110V GROUND FAULT ►NTERUPT
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
DC
COMBO SMOKE/CARBON MONOXIDE DET.
®
TELEVISION OUTLET
<4
SPEAKER WIRE
OT
THERMOSTAT
i�iA,,
z
i
HVAC PLAN 114"=1'
EQUIPMENT BY (SEE ENERGY CALC)
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
18
5
8 X
25
1/2
22
36
1/2
X
25 1/2
13
1858X3778
23
36
1/2
X
37 7/8
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
18
5
8 X
71
1/2
26
36
1/2
X
71 1/2
EGRESS
17
18
5
8 X
83
1/2-
27
36
1/2
X
83 1/2
EGRESS
1/2 32
26X251
2
32
5258X251
2
1/2 33
26X3778
33
5258X3778
1/2 34
26X501
8
34
5258X50
i
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
26
X
71 7
8
36
52
5
8 X
71 i Z2
EGRESS
1/2 37
26
X
83 1
8
37
52
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'-O" 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 FORMS, 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'-O" 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'-O" 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 2014
REQURRMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-08). 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 = It
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 & 1-15, 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 PROVIDE AN ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE ROOF DEAD LOAD - 7# P-S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF
COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO
FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE" FIELD INFECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5�
SLOPE AWAY FROM THE FOUNDATION. PROVIDED.) ROOF SHEATHING NAILING SCHEDULE FOR 7/16' OSB ROOF
STEMWALL FOOTING DECK, USE 8d CC NAILS, SPACE 6' O.C. AT EDGES & 6" O.C. IN FIELDS.
STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES SECURE
USED WITH UNBALANCED FILL UNBALANCED FILL GREATER THAN 36" SHALL BE wA5) NAILS PER SHINGLE ON UNDERLAYIMENT OVER 7/16" OSB ROOF
TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT DECK. PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL 997
BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0' FOR WIND SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN.
WINDOWS 16'x26GA VALLEY METAL PLACED OVER FELT NAILED 12" o.c. 0 EDGES.
WHERE WALLS MEET ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC
ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA REQUIREMENTS. UNDERLAYMENTS SHALL CONFORM WITH ASTM D226, ASTM
101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER D4869, OR ASTM D6757.
MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS
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 FF OR HIGHER GRADE.
THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
24' ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN)
IS LOCATED MORE THAN 72' ABOVE FINISHED GRADE OR THE SURFACE BELOW. FRAMED GARAGE WALLS TO HAVE MIN 1/2' GYPSUM BRD (IF AREA ABOVE
EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4' DIA. SPHERE TO
PASS AND OPENINGS . THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BRD ON CL.NG).
2006 OR ASTM F 2090. TRUSS ANCHORS
GARAGE DOOR TRUSS TO BLJK 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 FACED 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 MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE
IS REQUIRED AND THE INSTALLATION INSTRUCTIONS ARE REQUIRED TO BE
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 WIRE COLLATED NAILS 0 4'O.C. 2x DOOR BUCK (IF READ) TO BE ATTACHED TO ELECTRICAL NOTES
MASONRY WALL w/2 1/2006 WIRE COLLATED NAILS 0 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
ELEATTIC ACCESS SMOKE IDET.LOCATED ONCWALL 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 GA 4' OFF SLAB CENTER (SEE
22'x30'. PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER
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 7/16' OSB SHEATHING NAIL wJ8d CC 6O.C. DOOR GA 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 TIED 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 TIED 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
W AO SUPPPENETRORTS WITH OF 3TH� EQUIVALENT
BENT OF 4d (.EAST GALVANIZED
SET EPDXY. 5 LESS THAN $' NO EPDXY NEEDED_ CELL SHALL BE FILLED STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE
w/ A MIN. 2500 PSI CONCRETE. 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. FENESTRATION
LOAD -BEARING
PRESSURE
CLASS OF MATERIAL
(LBS. PER SO/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
READ 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'.
SINGLE DOOR
FL#
CODE
VERSION
STATUS
MANUFACTURER
CATEGORY
SUB
CATEGORY
PRODUCT MODEL
# OR NAME
PRODUCT
DESCRIPTION
11827 R8
2014
APPR�P
MI WINDOWS AN9
BOORS -
WINB()W5 -SINGLE
HUN6
ALUMINUM 511 WINDOW
RESISTANT GEAZING
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 STING -TIE
COMPANY
STRUCTURAL
COMPONENTS
WOOD CONNECTOR
ANCHORS
1774-R4
2014
APPRVD
COMMERCIAL CONIC
COMPANY
STRUCTURAL
COMPONENTS
PRECAST PRE-
STRESSED
LINTELS
8" &12" LINTELS
158.1
2014
APPRVD
CAST CRETE
CORPORATION
STRUCTURAL
COMPONENTS
HIGH STREGTH
CONCRETE
LINTELS
4", 6", 8" AND 12"
WIDE 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
5219.1-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
Worries Hardie,Incc_ building
PANEL WALLS
SIDING
SIDING
DOUBLE DOOR SINGE 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 INSTALATION/FASTENER PLACEMENT
NOT TO SCALE
ROOF PITCH
PER ELEVATION
----CONNECT BEAM TO TRUSS
W/SIMPSON MTS12.
I U.N.O.
I 2 SYP BEAM (SIZE PER
PLAN) STRAP W/(1) SIMPSON
HETA20
ALL CELLS THAT FLOOR
PLAN INDICATES REBAR
SHALL BE CONCRETE FILLED.
CMU COLUMN AT FRONT
ENTRY PORCH W/15
VERTICAL (COLUMN HEIGHT
PER ELEVATION) (COLUMN
SIZE & REBAR PLACEMENT
PER FLOOR PLAN)
FOOTING DOWELS:
2-15 EMBED. 6" MIN.
INTO FTG. W/ 90• HOOK
PAD PER FOUND PLAN
MASONRY COLUMN DETAIL
W/UPSET BEAM (ENTRY)
NOT TO SCALE
ROOF PITCH
PER ELEVATION
;ID,'I I TRUSS STRAP PER
11J GENERAL NOTES
PRECAST LINTEL W/(1 5
(T&B) CONTINUOUS SPA
BETWEEN COLUMNS W/MIN.
8" BEARING SURFACE
EACH END CAP
ALL CELLS THAT FLOOR
PLAN INDICATES REBAR
SHALL BE CONCRETE FILLED.
' \-CMU COLUMN AT FRONT
ENTRY PORCH W/#5
VERTICAL. COLUMN HEIGHT
PER ELEVATION) (COLUMN
SIZE & REBAR PLACEMENT
PER FLOOR PLAN)
FOOTING DOWELS:
2-#5 EMBED. 6' MIN.
INTO FTG. W/ 90' HOOK
's PAD PER FOUND PLAN
MASONRY COLUMN DETAIL
W/PRECAST LINTEL
NOT TO SCALE
26 GA VALLEY METAL
(SEE GENERAL NOTES
FOR NAIL PATTERN)
ROOF DECK
W/15# FELT
-SHINGLES
NOTES TYPICAL
EACH SIDE
/
VALLEY FLASHING
DETAIL
NOT TO SCALE
SIDING
METAL
FLASHING
c�
SHINGLE
a
N ROOF CEMENT
ROOF DECK
FLASHING DETAIL
MOTTO SCALE
ROOF VENTILATION CALCULATIONS
FLORIDA BUILDING CODE 2014
SECTION 806.2 - 1/392ga C,
TOTAL ATTIC SPACE - 673.92
NET FREE VENT NEEDED - 3.00
# OF RIDGE VENTS - NA
# OF OFF RIDGE VENTS -
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
5
50
+31.6/-39.8
DO
5
100
+30.0/-36.7
TYPICAL EXAMPLES
A
1/2
32, 1/2 33, 1/2 34,
22
B
1/2
SH
35, 1/2 36, ALL SH
32-34. 3-0 DOOR OR
2_
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
IOOE
"S4
o )
12
191 x26
20X2618
13
191 X 38 3
20X381 2
14
191 X505
20X5034
15
t9 1 X 63
20 X 63 1 8
16
191 X72
20X721 8
17
19 1 X 84
20 X 84 1 8
1 2 32
26 1 x 26
27 3 X 26 1
1233
261 x383
273 x3812
1 234
261 X 50 5
273 X5034
1 2
26 1 X 63
7 X 1
1 2 36
26 1 X 72
27 3 X 72 1
1 2 37
26 1 X 84
27 3 X 84 1
22
36 X 26
27 3 X 26 1
23
36 X 38 3
37 7 x 38 1
24
16 10
377 X5034
245
36 X 50 1 4
Sl 7 X 56 3
25
37 x 63 E
37 7 X 63 1
26
37 X 72 E
37 7 X 72 t
27
37 X 84 E
37 7 X 84 1
485
48 X 63
49 X 63 1 8
32
53 1 X 26
54 X 26 t 8
33
53 1 X 38 3
54 X 38 1 2
34
531 X 50 5
54X5034
345
53 1 x 50 1/4
54 X 56 3 8
35
53 1 X 63 E
54 x 63 1 8
35
53 1 X 72 E
54 x 72 1 8
37
53 1 x 84 E
54 x 84 18
M Q µ,�,�1 .MX5 WCE1181 W 1 NALX OPOOK 5CE
A10 AM (1)`ACRMi W= SIZE FOR 61n1 - .oCt
CODE
SLIDING GLASS
6W
BLOCK
MEMING
SIZE FR"
WEMING
1/4 : 0 1/4
n V4. n
"!•�
I O
1/41 0 1/4
73 V4. n
1/4 1 0 1
pV4. n
10 SA 1 0
M t/e Y 0 1/4
wt . n
19. 5A I 0 IM
7/& 1 0 1/4
IV . In
10"10 1417AI
O1/4
u6 3A.n
bm "M
Vol
m7/llty
m 4M .n
CONVENTIONAL VALLEY
FRAMING DETAIL
GABLE END, COMMON RIDGE BEAM
TRUSS OR GIRDER TRUSS -7(SEE NOTE 16)
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 PURUNS AT 24' O.C_
ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY
FRAMING. CONNECT PURUNS 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) lad 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. ALUGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO
POST WITH (4) 10d NAILS_ FASTEN POST TO SHEATHING WITH (3) 16d TOE
NABS. FOR PURUN APPUCATION, CONNECT 2x4 POST TO FACE OF TOP CHORD
WITH (4) 10D NAILS.
VALLEY PLATE
(SEE NOTE 14)
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' 0_C. MAXIMUM
POST SPACING
6 /f� /1, 5
PLANS DESIGNED 81 ENGINEERED
IN ACCORDANCE w/ FLORIDA
BUILDING CODE 2014 5TH EDITHON
REV DATE
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