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MARK
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NOTE: COMPOSITE BEAM DEPTHS MAY BE INS EASED W/O
COMMENT, ALLOWABLE LOADS ARE NOT TO BE EXCEEDED
ENGINEERED TRUSSES AT 24" O,C
le/32" CDX ROOF SHEATHINF-
NAILED m 6" O,C, W/ Bd RING SHANK NAILS
(SEE ROOF NAILING PATTERN DETAIL)
HURRICANE STRIP 6 EACH TRUSS (SEE CONNECTOR SCHEDULE)
_ 12 METAL ROOF
IX4 BRIDGING 5 OVER 30� TIN -TAGGED
m 6'O' O'c,
1/2" DRYWALL --�
•
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EXTERIOR CEILINGS STUCCO
DRIP EDGE
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FULL HEAD ROOFING NAILS
/ 2" X Fi" PRIMED
FASCIA
OR STAPLES (MIN, Ida" EMBED✓
*EACH RIB-2 PER 7RU88••
SOFFIT: 6TUGG0 ON HIGH -RIB
LATH W/ 2" CONT, I/Et T
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(TYP,)
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OPENINGS AS NOTED
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STUCCO FINISH ON L3" X a" X 161j
CONIC, BLOCK, FILLED CELL AT ALL
CORNERS, AT EACH SIDE OF
OPENINGS 010" OR WIDER, AND
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AT V-O" O.C. MAX, W/ 05
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VERT, ROD. FROM FOOTING
m IFi" O,G, OVER R-4,1
TO TIE -BEAM. (TYPICAL PER PLAN).
FI FOIL INSULATION
2 - 05 REBAR CONT,
(ASTM GR, 40 MIN,)
PRECAST
GONG, SILLS
4" GONG, SLAB (2500 Pal)
W/FIBERCON FIBERS OVER
k+ MIL VAPOR BARRIER
OVER CLEAN, COMPACTED
POISONED FILL
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-
411 BELOW FINISH FLOOR GRADE
o
FILL GRADE
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TYPICAL WALL SECTION
SCALE: di4 .I O
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PRODUCT AFFROV,AL 4 ATTACHMENTS
PRODUCT
MODEL a
MANUFAGT,
GLASS
PRODUCT DESIGN
PLORIDA PRODLI(;T
DESCRIPT
ATTACHMENT METHOD
PRESSURE
APPROVAL NUMBER
aH-700 IMPACT
PGT
IMPACT
4" TAPCON IV MIN. EMEED. S44" FROM CORNERS
RESISTANT
113' 00, HEAD 1 SILL . e O.C., 1 S" 00, + JAMES
N- 60.0 P61
FL2312-RIB
PW-101 IMPACT
PGT
IMPACT
4" TAPCON Ik" MIN. EMBED. W FROM CORNERS
RESISTANT
113" o.C., WFAD 1 SILL m e^ 0C, 1 IS' oC. - JAMES
N- 50,0 PSI
FL243-R8
SWING DOOR
PD-101
PGT
IMPACT
MASONRY OPENING
4" TAPCON V MIN, EMBED, Sk' FROM CORNERS
/- 15.0 PSF
1 I3'h" C.C., NERD 1 SILL o 13" O.C., I IB9- O.C. m JAMBS
FL253-R8
SLIDING GLASS
GD-ll0 'MPACI
PGT
IMPACT
4' TAPCON 14" MIN, EMBED, AS FOLLOWS
61STANT
Lre-O Z JAMS 10, P-NOOK 5
N- 6o.0 PSI
FL251-RIIZ
OHGD
SERIES 800
WAYNE DALTON
N/A
MASONRY OPENING
2 - 5/16" TAPCCNS PER BRACKET
+/- 41 PSF
5L1421-R2
PRODUCT
MODEL a
MANUFAGT.
ATTACHMENT METHOD
PRODUCT DESIGN
PRESSURE
111, IS STANDING
ROOF
SEAM A CTUAL
J.M.JMMETALS
CORROSION RESISTANT •10 PANCAKE HEAD
�/- 95
METAL ROOF SYSTEM
YSTEM
WOOD SCREWS PER CLIP. MIN, 3/loll PENETRATION
FL12566-RI
THROUGH SHEATHING --CLIPS a 16" O.G. MAX
2 CORROSION RESISTANT •10 PANCAKE HEAD
WOOD SCREWS PER CLIP. MIN. 3/16" PENETRATION
THROUGH SHEATHING --CLIPS - 12" O.G. MAX
LUS k° BEAD BOSTO CHEM-CHAULK V5 POLYURETHANE
ADHESIVE ALONG MALE FLANGE (ROOF ZONE 3 ONLY)
WINTERGUARD HT
CERTAINTEED
SELF-ADHEARING
UNDERLAYMENT
CORP
PEE -AND -STICK
FL3455-R2
SOFFIT
STUCCO
SIDING
STUCCO
SIDING
PLANKS
JAMES HARDIE
BLIND NAIL W/ 11 GA. i5k" GALV,
�/-48,9
ROOFING NAILS 16" O.C. MAX
FLIBIS2
UlINCOW $ DOOR BUCK D—jF%4&6
EXTERIOR DOOR INDICATES 8" X 8"
COL. W/ n) "5 0 ROD
CONT., FILL L/ GONG,
1X6 PT BUCK
SLVIIVG CiL,4SS DOORS
-NOTE : PRE -HUNG METAL EXTERIOR DOORS: I X 6 PT DOOR
BUCK NAILING IS APPROV, TO BE 8d CASE HARDENED
SENCO COIL NAILS 16" O,C, ATTACH THRU BUCK INTO CONC,
W/ 3/16" TAPCONS 1 3/4" MIN. EMB, 12" O.C, 4 6" FROM EA, END
— (UINDO(U
INDICATES 8" X a"
COL, W/ (U 05 0 ROD
CONT„ FILL W/ CONC,
lX4 PT BUCK
W1ND0UJ
[UINDOlU t Bd CASE HARDENED SENCO COIL "4IL5
SLIDING DOOR BUCK6 16" O.C, TOP 14ND 5/DE6,
WINDOWS 4 SLIDING DOORS INSTALLED PER MANUR SPECS.
ATTACH THRU WINDOW FRAME TO CBS W/3/16" TAPCON6 UP ik
MIN, EMBED. BOTTOM OF WINDOW TO SE MUDDED WITH SILL.
ALSO SECURED BY DRYWALL AND STUCCO AROUND WINDOW FRAME.
o
0 ROOF EDGE O
2
Q
ROOF
EDGE
%oOl O
O
O
O
RIDGE O 0
4
2 z O2
0
v
3
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4
I
L O
O O Q
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8ZONE I- USE 8d RING SHANK NAILS g 6" O,C,
ZONE 2- USE Sd RING SHANK NAILS a 6" O,C,
OZONE 3- USE Sd RING SHANK NAILS -a 4" O,C.
**ALL ROOFS TO CONSIST OF 19/32" NAILED TO TRUSSES
USING SO RING SHANK NAILS ,131 DIA,••
NAILING PATTERN FOR ROOF
DESIGN PARAMETERS AND ASSUMPTIONS USED:
CODE: FBC 2010 4 A6CEl-10
TYPE OF CONSTRUCTION: CBS * FRAME METAL
BUILDING DESIGNED: ENCLOSED �_ OPEN PARTIALLY ENCLOSED
WIND SPEED (3 SECOND GUST): 150mph 160mph * WIDTH OF END ZONE
WIND EXPOSURE: B ADJUSTMENT FACTOR FOR EXPOSURE 4 HEIGHT: 110
INTERNAL PRESSURE COEFFICIENT '18 IMPORTANCE FACTOR: 110
BUILDING CLASSIFICATION: FBC TABLE 1604,5 II
MEAN ROOF HIGHT 16, ft
OVERHANG VARIES ROOF PITCH 6 /12
COMPONENTS 4 CLADDING WIND PRESSURES ON ROOF ZONE 1 .18.7/-38.2 2 •1S.V-53e 3.2s.s/-1oa.ePSF
COMPONENTS 4 CLADDING WIND PRESSURES ON WALL .ZONE 4 .34.3/-3a,2 5.at2/-s2.o PSF
COMPONENTS 4 CLADDING WIND PRESSURES ON GARAGE DOOR N/A PSF
ROOF LOADS: LIVE 30 / DEAD (SHINGLE) _ (TILE) 1 (METAL)
FRAMED FLOOR LIVE LOAD N/A par DEAD LOAD -N/A per
SHEAR WALLS CONSIDERED FOR STRUCTURE: YES * NO
CONTINUOUS LOAD PATH PROVIDED: YES * NO
COMPONENT AND CLADDING DETAILS PROVIDED: YES * _ NO
MINIMUM SOIL BEARING PRESSURE: 2500 PSF
SHUTTERS: YES NO
IMPACT RESISTANCE ASSEMBLY: YES * NO _
SUBJECT TO DAMAGE - WEATHERING: NEGLIGIBLE TERMITE: VERY HEAVY
FLAME SPREAD CLASSIFICATION - WALL 4 CLG: 1200 FOAM PLASTICS: 115
SMOKE DEVELOPED CLASSIFICATION - WALL 4 CLG: 5450 FOAM PLASTICS: S450
CABLE END DETAIL (FLAT CEILING)
SCALES
ALUMINUM DRIP EDG 15/32" CDX ROOF SHEATHING
2X4X4' 4' O,G, NAILED
2 X 6
TO BOTTOM OF TOP
FASCIA °VERHAN
CHORD OF TRUSSES
IARES
W/ (2) I6d NAILS EA. TRUSS
VENTED ALUMINUM SOFFIT
I -ROW 2X4 "X" BRACING
STIFFBACK
IN CENTER OF TRUSS NAILED
(SEE SCHEDULE)
EACH END 4 6' FROM GL
I/2" GDX SHEATHING
NAILED roll O,C.
W/ (3) 16d NAILS
W/ 8d NAILS
2X4 LATERAL BRACING
NAIL TRUSS TO
4' O,G, AS REa, FOR
LEDGER 6" D,C,
°X° BRACING 4 8' O,C,
W/ I6d NAILS
CONT, (RAT RUNS)
o
DRYWALL NAILER PREFAB TRUSSES B 24" O,G,
AS NECESSARY
TIE BEAM
2X4 4' O.C. NAILED TO TOP OF BOTTOM CHORD
:.K.2X4
OF TRUSSES W/ (2) I6d NAILS EA, TRUSS
P.T. ATTACHED TO TIE BEAM W/ 1/2" WEDGE
ANCHOR (MIN 411 EMBEDMENT) W/ 2" X 2" X 112" WASHERS
® 32" O,C,
STIFFBACKS
UPRIGHTS UNDER 31 - NO STIFFBACKS REQUIRED
UPRIGHTS 3-6' - 2X4 NAILED 4" O,C, W/I6d NAILS
UPRIGHTS 10'-14' - 2X6 OR (2) 2X4 NAILED 4" O,C, 1/I6d NAILS
UPRIGHTS 6'-10' - (2)2X6 NAILED 4" O,G. W/16d NAILS
GENERAL NOTES
I, CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE"
AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO
THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED
WITH ALL APPLICABLE AMIENDMENTS,
2, THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC,
SHALL VERIFY ALL DIMENSION, CONDITIONS AT JOBSITE,
PLANS, SPECIFICATIONS, ETC,
B. ALL WRITTEN DIMENSIONS ON THESE DRAWING TAKE
PRECEDENCE OVER SCALED DIMENSIONS,
4, STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS
WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION
PROGRESSES.
STRUCTURAL NOTES
1, DESIGN LOADS IN ACCORDANCE WITH FBC R CHAP. 3
2, SOIL BEARING CAPACITY: 2500 PSF (ASSUMED)
3, MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS,
FOOTINGS: 3" BEAMS: 1-1/2,, SUSPENDED SLABS: I"
4, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS,
GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS,
5. ALL LUMBER IN CONTACT WITH CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED,
6, ALL STANDARD LUMBER SHALL BE SPF " 3, HF • 3 OF STUD
GRADE W/ A MIN, Fb - 1200 PSI OR BETTER.
1, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE
TO INSTALLATION OF HARDWARE IS NOT PERMITTED.
8, UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE.
S. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A
NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER
WHEN THE BEARING MEMBER 16 2 OR MORE PLIES UNLESS NOTED,
10, UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING IS TO BE NAILED WITH 8D OR
BETTER NAILS 6" O.C. EDGES AND 8" O,C. FIELD.
11, IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE THAT THE ACTUAL
SOIL BEARING VALUE EQUALS OR EXCEEDS THIS MIN. AND IF IT 18 LESS,
TO MAKE SURE PROVISIONS AS THE ACTUAL CONDITIONS MAY REQUIRE.
12. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT,
LOCAL, STATE, AND FEDERAL BUILDING REGULATIONS.
13, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
COMMENCING WORK,
14. COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER
PENETRATING, SLABS ON FILL SHALL BE ISOLATED BY PREMOULDED
JOINT FILLER ( 1/2" THICK ) COMPLYING WITH ASTM B 1152, TYPE 1,
15, ALL GYPSUM BOARD MATERIAL TO COMPLY WITH F5C-R102,3
16, ALL CERAMIC TILE TO COMPLY WITH F5C-R102,4
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