HomeMy WebLinkAbout36146 Shady Bluff Lt 440'-0"
5-3"
63"x11"
FRONT ELEVATION A 1/4" _ >'
REG. MOLD. 4X7" 2X4"
- - - WINDOW SILL WINDOW TRIM
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REARELE VA TI0NCONTINUOUS RIDGE VENT (TYPICAL)
RIGHT ELEVATION
12
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LEFT ELE VA. TION
CONTINUOUS RIDGE VENT (TYPICAL)
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12'-8"
TRUSS ANCHORS
TRUSS TO BILK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP
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REFER TO ENG
PACK FOR
CONNECTION
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1'-0 1
1'-0 4"
2'-0"
TYPICAL 5' SETBACK
CORNERSET LABELING
AND SPACING
R00F DETAIL
REFER TO ENG
PACK FOR
CONNECTION —
CJ5
CJ3
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IL-
4 2'-0" 2'-0"
TYPICAL 7' SETBACK
CORNERSEf LABELING
AND SPACING
/4 1'
EACH STRAP F6R�(1) PLY OR HIP GIRDER,vUSE (2) USVYA267ACH�v
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
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 10'-0' on center maximum.
Trusses must be handled with extreme care during erection to
prevent damage or ppersonal injury. Refer to truss engineering
for connection and bracin 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.
SPECIAL NOTE
ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL
BE RESPONSIBLE FOR THE ENGINEERING DESIGN AND
COST OF THE REQUIRED REPAIR.
WARNING !!
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 PURLINS FOR A PIGGYBACK
CONDITION.
2) BOTTOM CHORD PERMANENT BRACING IN THE FORM
OF PURLINS 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.
STRAP / NAILING SCHD
QTY
STRAP
MFG.
NAILING
—
HUS 26-2
SIMPSON
(4) 12d
—
RT — 18
USP
(4) 1Od
—
TA — 20
USP
(8) 1Od
I
ELEC'T'RIC PLAN 114 " -1
TO BUILDING
ELECTRICAL NOTES
2"
SMOKE DETECTORS LOCATED ON WALL 12" TO
BOTTOM OF BOX OUT.
Z
VANITY LIGHTS 80" TO CENTER OF BOX OUT.
200 A
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.
DISHWASHER, DISPOSAL OUTLETS UNDER SINK.
MICROWAVE PRE -WIRE.
5/8"x10
U/G FROM
NOTES
GROUND
UTILITY CO.
8KW & 3 1 /2 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.
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.
v
TELEVISION OUTLET
a)))
SPEAKER WIRE
OTHERMOSTAT
LIVING AREA
1858
ENTRY
31
GARAGE
459
LANAI
160
TOTAL AREA
2508
HVA C PLAN 114 " = i '
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
361
2X3778
14 1
18
5/8
X
50 1
8
24
36
1/2
X
50 1
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
16
1858X71
1/2
26
361
2X71
1/2
17
1858X831
2
27
361
2X831
2
1/2 32
26X251
2
32
5258X251
2
1/2 33
26X3778
33
5258X3778
1/2 34
26X501
8
34
5258X501
8
345
5258X551
2
1/2 35
26X621
2
35
5258X621
2
1/2 36
26X71
78
36
5258X71
1/2
1/2 37
26
X
83 1
8
37
52
5/8
X
83 1/2
2024
24
X
28
3050
36
X
60
2030
24
X
36
3060
36
X
72
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
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
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
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 V-0" AWAY FROM BUILDING SIDE WALLS.
IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN
V-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 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, RETREATMENTIS 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 V-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'-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 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 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. ) /
STEMWALL FOOTING DECK, USE 8d CC NAILS, SPACE 6" O.C. AT EDGES & 6" O.C. IN FIELDS.
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%26GA 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. LUMBER TO BE
MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS STD SPF 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 BIRD 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 BILK 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 END
GARAGE DOOR 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 TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE
2x6 PT EA SIDE w/(3) 1/2%8" "J" BOLTS w/2" WASHERS SPACED EQUALLY MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE
ALONG LEGNTH EMBEDED INTO POURED CELLS (OPTION: MAY USE 1/2"x6" FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON
WEDGE ANCHORS W/2" WASHERS) ANCHOR 2x6 PT ABOVE DOOR TO LINTEL W/ MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED.
ISDGE REQUIRED ANCHOAND CONCRETE THE INSTALLATIONS INOSTRUCTIONSDARE EQUIREDNTO BEENT ABEL CONNECT TRAP TO BOND BEAM WITH (3) 3/16" X 1 3/4" HEX HEAD TAPCONS.
PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES THIS SUBSTITUTION IS GOOD FOR A MAXIMUM UPLIFT OF 1,000# PER STRAP.
ENABLES ASSURANCE OF COMPLIANCE ELECTRICAL NOTES
EXTERIOR PRE -HUNG DOORS ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY
AND SHALL BE P
1x DOOR BUCK (IF READ) TO BE ATTACHED TO MASONRY WALL w/1 1/2 x.106 EEC RICIGNS CODE (2008 NEC)EPARED IN ACCORDANCE WITH THE NATIONAL
WIRE COLLATED NAILS @ 4"O.C. 2x DOOR BUCK (IF READ) 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
ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONTDOOR 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
MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS
MISPLACED WALL RIENFORCING NOTE AND BE TIED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH
SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO
IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4d GALVANIZED
CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING NAILS WITH A PENETRATION OF 3/4" AND BENT OVER AT LEAST 3
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 READ 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.
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)
SINGLE DOOR
FL#
CODE
VERSION
STATUS
MANUFACTURER
CATEGORY
SUB
CATEGORY
PRODUCT MODEL
# OR NAME
PRODUCT
DESCRIPTION
11827 R8
2910
APPRVD
-7An I-z-z
I
M! WINDE)WS AND
DOORS -
WINBOWS -SINGLE
HUNG
40
ALUMINUM SI WINDOW
RESISTANT GLAZING
DOORS
ASSEMBLIES
uv'j
RESISTANT GLAZING
10788
2010
APPRVD
ALENCO WINDOWS
WINDOWS
SINGLE HUNG
3700 SERIES
SINGLE HUNG
ALUMINUM SH WINDOW
WITH IMPACT
RESISTANT GLAZING
14634.2
2010
APPRVD
PLYGEM WINDOWS
EXTERIOR
DOORS
SLIDING EXT
DOOR
ASSEMBLIES
4700 SERIES
SINGLE HUNG
ALUMINUM SH WINDOW
WITH IMPACT
RESISTANT GLAZING
821-R3
2010
APPRVD
UNITED STEEL
PRODUCTS COMPANY
STRUCTURAL
COMPONENTS
WOOD CONNECTOR
ANCHORS
10655-R1
2010
APPRVD
SIMPSON STONG-TIE
COMPANY
STRUCTURAL
COMPONENTS
WOOD CONNECTOR
ANCHORS
1774.1
2010
APPRVD
COMMERCIAL CONC
COMPANY
STRUCTURAL
COMPONENTS
PRECAST PRE-
STRESSED
LINTELS
8" &12" LINTELS
158.1
2010
APPRVD
CAST CRETE
CORPORATION
STRUCTURAL
COMPONENTS
HIGH STREGTH
CONCRETE
LINTELS
4", 6", 8" AND 12"
WIDE LINTELS
4904-R4
2010
APPRVD
MASONITE
INTERNATIONAL
EXTERIOR
DOORS
SWINGING EXT
DOOR ASSEMBLIES
STEEL DOOR WITH
OR WITHOUT SIDELITES
CORPORATION
5444.1
2010
APPRVD
CERTAINTEED
CORPORATION
ROOFING
ASPHALT
SHINGLES
3-TAB / ARCH
LAMINATED
SHINGLE
2075.2
2010
APPRVD
FL METAL PRODUCT
COMPANY INC
ROOFING
ROOFING
ACCESSORIES
RIDGE VENT
15961.2
2010
APPRVD
SOUTHEASTERN
METAL MFG CO
ROOFING
ROOFING
ACCESSORIES
OFF RIDGE VENT
15279.20
2010
APPRVD
CLOPAY BLDG
PRODUCTS CO
EXTERIOR
DOORS
SECTIONAL EXT
DOOR ASSEMBLIES
WINDCODE W4
GARAGE DOOR
13389.1
2010
APPRVD
CERTAINTEED
CORPORATION
PANEL WALLS
SOFFITS
VINYL SOFFITS
13531
2010
APPRVD
PIyFASTner LLC
STRUC COMP
ANCHORS
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 INSTALATION/FASTENER PLACEMENT
NOT TO SCALE
ROOF PITCH
PER ELEVATION
CONNECT BEAM TO TRUSS
W/SIMPSON MTS12.
U.N.O.
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/#5
VERTICAL. COLUMMN HEIGHT
PER ELEVATION) (COLUMN
SIZE & REBAR PLACEMENT
PER FLOOR PLAN)
FOOTING DOWELS:
2-#5 EMBED. 6" MIN.
INTO FTC. W/ 90` HOOK
PAD PER FOUND PLAN
MASONRY COLUMN DETAIL
W/UPSET BEAM (ENTRY)
NOT TO SCALE
NAIL OS
2X4 BLC
W/(2) E
EACH El'
NAIL OSB
SHEATHINC
2X4 ® EC
MIN. 8d E
ROOF PITCH
PER ELEVATION
TRUSS STRAP PER
lLJ GENERAL NOTES
PRECAST LINTEL W/(1) #5
(T&B) CONTINUOUS SPAN
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
:; PAD PER FOUND PLAN
MASONRY COLUMN DETAIL
W/PRECAST LINTEL
NOT TO SCALE
BOND BEAM/ LINTEL
2X4 NAILED TO
MASONRY
W/MIN. 2-1/2
CASE
HARDENED/ T-
NAILS ® 4" O.C.
WINDOW BUCK
ATTACHMENT
PER MFG.
ARCH/ELLIPSE/E YEBR 0 W
FRAME CONNECTION N. T. S.
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
ROOF VENTILATION CALCULATIONS
SIDING FLORIDA BUILDING CODE 2010
SECTION 806.2 - 1 300
METAL TOTAL ATTIC SPACE - 2480.00
FLASHING NET FREE VENT NEEDED - 595.20
z # OF RIDGE VENTS - 2.00
SHINGLE # OF OFF RIDGE VENTS - NA
w
ROOF CEMENT
ROOF DECK
FLASHING DETAIL
NOT TO SCALE
COMPONENTS AND CLADDING
FLORIDA BUILDING CODE 2010
SECTION 301.2 140 MPH
N0.
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
DID
5
100
+30.0/-36.7
TYPICAL EXAMPLES
A
1/2 32,
1/2
33, 1/2 34, 22
B
1/2 35,
SH 32-34,
1/2
3-0
36, ALL SH 2-
DOOR OR LESS
C
SH 35,
36, 5-0
OR 6-0 SGD
D
8-0 SGD,
8-0
OHD
16-0 X 7-0
CHID<
+22.0/-26.9
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) C
48" O.C. 1 i
CONTINUOUS 14'
LENGTHS MINIMUM
CONNECTED TO
CMU WALL W/1/2"
X 8" ANCHOR BOLT
2-16d ® 32" O.C.
- BOND BEAM L- 5d COOLER NAILS OR
GWB54 ® 7" O.C.
GABLE END TRUSS CONNECTION
STRUCTURALLY CONTINUOUS WALL
NOT TO SCALE
12
P
I
6
7/16 OSB
SHEATHING (SEE
ARCH WINDOW DETAIL
FOR BLOCKING)
2X6 HEADER
USP RT18
FLAT STRAP
5' - 4"
CMU ENTRY WALL
6 8"
CONVENTIONAL VALLEY
FRAMING D ETAI E
GABLE END, COMMON RIDGE BEAM
TRUSS OR GIRDER TRUSS (SEE NOTE #6)
VALLEY RAFTERS
(24" O.C. MAX)
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.
2X4 TOP PLATE CONNECTED TO BOTTOM
CHORD OF TRUSS (NOT SHOWN) W/2X4
BLOCKING @ 24 O.C.
2X4 KNEE WALL W/ (2)
TOP & BOTTOM PLATE
(BOTTOM PLATE IS
NOT CONTINUOUS DUE
TO TRUSS HEELS)
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
\-2X4 PADDED
OUT FROM KNEE
WALL TO TRANSOM
-2X4 RAMSET W/
(4) 3.5" PINS
SIMPSON H2.5 CLIP
TRUSS TO TOP (2)
PLATE (TYP) 7/16" OSB SHEATHING
r(CONT.) ATTACH W/
8d NAILS @ 6"o.c.
EDGE & FIELD
(2) 2X4
TOP PLATE
-2X4
16" O.C.
2X4 BOTTOM
PLATE
-SIMPSON HETA20 @ 24" O.C. STRAPPED
TO STUD & BOTTOM PLATE AND
EMBEDDED INTO BOND BEAM
KNEE WALL DETAIL
NOT TO SCALE
3 TAB FIBERGLASS SHINGLES ON 15#
FELT, 1/2" CDX SHEATHING OR 7/16"
ROOF PITCH
O.S.B. - 8d NAILS ® 6" O.C.
PER ELEVATION
SIMPSON HETA20 ® EA --,PRE-ENGINEERED
TRUSS
END OF EA TRUSS
BY OTHERS)
(OR EQUAL)
R-19 BAT. INSUL. MIN.
2x SUB FASCIA
(SEE ENERGY CALC.)
GYP CEILING BRD
ALUMINUM OR
LINTEL BLOCK w/1 #5 CONT.
VINYL SOFFIT1
FILLED w/3000 PSI CONC.
PRECAST CONC. LINTEL-�
w/1 - #5 CONT. @ SPANS
6'-0" AND GREATER
ALUM. WINDOW
(SIZE PER PLAN) 1/2" GYP. BIRD. ® WALLS ON
tx2 PT FURRING STRIPS ® 24"
o.c. w/R4.2 MIN. INSUL.
PRE -CAST CONC. SILL
STUCCO FINISH 3 1/2" CONC. SLAB w/6x6
#10 W.W.M. OR FIBERMESH
#5 BAR DOWEL w/10" STD.
HOOK (LAP MIN. 25" w/
VERT. REINF. BAR)
EXISTING UNDISTURBED.•
OR ENGINEERED SOIL.., ::==
Z -III=11 . •• III=111-
11=III •• 11=�I1=1
N IIII' MI
(2)-#5 CONT.---"'1._4. 3 CLR
TYPICAL CMU WALL SECTION
NOT TO SCALE
EXISTING
UNDISTURBED OR 4" THICK REINF. CONC.
ENGINEERED SOIL . 03VIR
SLAB W/ 2500 P.S.I.
=1= FIBERMESH 12X18 BELL
FOOTER.
(2)-#5 REBAR
AL T MONO FO O TER
DETAIL
ENTRY DETAIL
NOT TO SCALE