11-26-001GENERAL NOTES 146C
A. Wood:
1. All lumber on or below grade shall be ACQ Pressure Treated Southern fellow Pine 02 Grade (Fb = 1,000 psi min.)
2. All lumber above grade (non - decking) shall be Southern Yellow Pine *2 Grade
3. All framing lumber shall be hem -fir 02 grade or equivalent
4. Wood structural panels shall be V2" Min. thickness, exposure i structural sheathing
5. in all instances where aluminum comes Into contact with pressure treated wood, provide dielectric separation
B. Concrete
1. All concrete grade beams and footing shall be 3000 PSI min, 16" x 16" dimensions - (U.N.O,)
2, All concrete filled supported slabs shall be 3000 PSi min., 4" min, thickness
3, Fibermesh (3/41" per cubic yard min.) meeting appropriate ACI 4 A5TM requirements may be used In lieu of welded wire mesh.
4. All slabs on grade shall be 4" thick with Fibermesh on 6 Mil polyethylene vapor barrier on poisoned soil /fill.
5. All reinforcing shall be grade be ASTM A615 Grade 60 (60 KSI Min.) deformed bars
6. All overpour concrete filled supported slabs shall be 3000 PSI min. w/ A Bonding agent added.
1. Soil bearing pressure shall be a minimum of 2000 PSF
C. Masonry: N/A
D. Aluminum
1. All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy and temper except as noted below:
2. All structural aluminum work conforms to "Part i -A - specifications for aluminum structures - allowable stress design:
or "Part I -B - Specifications for aluminum structures - building load and resistance factor design" of The Aluminum
Association, Inc. Seventh Edition, Effective January 2000
3. In all Instances where aluminum comes into contact with steel, or pressure treated !umber provide dielectric separation
E. Glass
1. Glass units consist of two panes of 1/8 " thick tempered glass with a 5/8" stainless steel spacer between panes with an argon fill
2. Glass conforms to ASTM E1300
3. All clear Argon roof glass has the following min, properties: Ashrae Winter U Value = .25 Ashrae Winter R Value = 4.0
Roof and Solid Wall Panels - N/A
F. Sealant .. 1. All sealant conforms to TT - 5 - 001543 - A, TT - 5 - 002306, ASTM C - 920 Type 5, Grade NS, Class 25,
G. Gaskets .. 1. All gaskets are co- extruded and are non- mlgratory.
H. Fasteners
1. All lag bolts shall conform to stainless steel type 300 18 - 8, with standard flat washer unless manufacturer galvanized
bolts specifies for use with ACQ pressure treated wood
2. Hex bolts has be ASTM A325, plated with standard flat washers and nuts
3. All concrete screws shall be .44" x 2 1!1" min., Simpson, Hilti, Raw], Tapcon, Redhead, Dynabolt, or approved equal
4. All metal ties and associated accessories shall be hot dipped galvanized
5. All lag; bolts shall have a minimum embedment of 8x bolt diameter into structural framing (G = .42 min.)
6. Lag bolts and screws into wood framing shall be provided with pilot holes having a diameter not greater than
10 percent of the thread diameter of the bolt or screw. All lag bolts and screws shall be inserted in pilot holes
by turning and under no circumstances by driving with a hammer.
1. All expansion anchors shall be designed in accordance with the specific manufacturers requirements and allowable
loads and shall only be applied in conditions acceptable to manufacturer
8. All fasteners connecting aluminum components or pressure treated lumber are stalnless steel type 300 18 - 8 unless
manufacturer galvanized bolts specifies for use with ACQ pressure treated wood, or otherwise noted on plans
9. All fasteners shall comply with ASTM A153
10." All connectors shall comply with ASTM A653 Class G - 18
I. site Preparation
1. Foundation systems must be placed on clean, compacted, termite- treated fill /soil with vapor barrier.
J. Reference Standards:
ASTM E 119... ASTM E 1300... ASCE "I.. AAMA /NPEA 2100 -02
3.0: Use and occupancy category 2 addition
4.0: All fenestration products comply
5.0: All wall and roof panels and assemblies comply
6.0: Does not apply to category 2 additions
1.0: All applicable provisions comply
K. Florida Product Approvals (provided by contractor): GLASS ROOF - FL 12163.1
All listed product approvals /noa's have been reviewed and accepted by the engineer of record.
L. DESIGN LOADS:
This structure has been designed in accordance with and meets the requirements
of the Florida Building Code 2001 Edition t 2009 Amendments including HVWZ
requirements per Chapter 16 of the FBC, Building Section. Wind Criteria per ASCE 1-05,
Design Criteria: Roof Dead Load: 10 psf Roof Live Load: 20 psf
Basic Wind Speed: 146 MPH (3 sec gust) Exposure: C
Importance Factor: i Building Height: < 30' Mean Roof Height: <15'
Enclosure Type: OPEN Internal Pressure Coefficient: N/A
Design Wind Pressures :Veloclty Pressure: 41.0 psf
Max MWFR5 Pressures: Wall: 48.9 psf Roof: 50.3 psf
Max Components and Cladding Pressures: Roof Zone 1: +10.0/ -42.3 psf
Roof Zone 2: +10.0/ -41.2 psf Roof Zone 3: +10.0/ -41.2 psf
M. Abbreviations
The following list of abbreviations Is not intended to represent all those used
on these drawings, but to supplement the more common abbreviations used:
TYP. - Typical SIM. - Similar UNO. - Unless Noted Otherwise
CONT. - Continuous V.1.F - Verify in Field
STEEL CLIP
4.25" x 4.25" x 4.
*14 x i'° SDS
w/ 1/2" WASHERHEAD
(2) EACH SIDE OF CLIP
•
STEEL POST
4" x 4" x 0.25"
SCREW MACHINE
THERMAL BUSHING i
..
EXTR'D ALUMINUM
BEAUTY CAP
GLAZING CORD
q /Q 18
..
- 1
INSUiLGAi TED
-
a
X
GLASS
a
•
Z
(2) .25" RIDGE L -CLIPS
-
It
I CLiP EA. SIDE
t�
-
OF RAFTER BAR
'
i
w/ (2) 1/4" x 3°°
- - - - -
FASTENERS al EA CLiP
INTO 2 x 8 LEDGER
1�
6 RIDGE
(2) 3/8" THRU BOLTS
w/ WASHERS e L -CLIPS
- - - - -
EA. SIDE OF RAFTER
BAR * RIDGE
- - - _- -_.
1
0
f9
114 " x 1 I/4" S.T.S,z I RAFTER
A 9 1 I O.G. STIFFENER
-GLAZING CORD 7
X - r ALUMINUM
-5" RAFTER BAR
M' _•-
STIFFENER .-
5" RAF-TER IBAR HEAVY GiLAZING 5,41tl
w/ RAFTER STIFFENER IBAR DETAIL
SILICONE SEALANT
COUNTER FL NG
010 x 3/8" MACHINE SCREW
(1 6 EACH GLAZING BAR) _ iJi
(2) 1/4" x 3" FASTENERS
INTO 2 x 8 PT LEDGER
PER EACH CLIP
(SEE RAFTER BAR DETAIL)
CONT, WELD
BEAM TO POST
LEDGER
ATTACHED TO EA. TRUSS
(COUNTERSINK AS NEEDED)
'A"IDGE ATTACHMENT
NOT TO SCALE
PAD MIN
2" BELOW
GRADE
BOTTOM OF POST
+/- 4" ABY.
BTM. OF GONG. PAD
TYP
24" x 24" x 24"
3000 PSI CONCRETE PAD
w/ (5) 05 4+ RODS ro" O.C. MAX.
(1) LAYER EACH WAY
W/ (2) 05 RODS
THRU (DRILLED HOLE IN) POST
CONNECTED TO 05 o RODS
NOT TO SCALE
EXISTiNG
STRUCTURE
FRONT ELEVATION
SCALE: I/4" = 1'-0"
7uly 4 .:7 1 ,� 41'C;7 t..►I�t1V6Ji' T iL -VV1C i"'"1 -HIV
SCALE: 1/411 - f -0"
SERIES 230 5UN 4 STARS CANOPY
SELF MATING ALUMINUM BEAM
STEEL POST
4 "x4 11x0.25"
CONNECT SELF MATING BEAM TO
EXISTING STRUCTURE w/ Co" x 2 114"
x 2" x .125" "C" CHANNEL
SCREWED TO EXISTING CONCRETE
STRUCTURE w/ (3) 114" x 3" TAPCONS
4 SCREWED TO 4 x 4 POST
(3) 014 x 111 SDS w/ 1/2" WASHERHEAD 4 -- o
TO BRACE w/ (8) •8 x 3/4" SMS EA END
( 4 EA SIDE OF SMB )
MATING SELF
CONNECTION TO EXISTING
STRUCTURE 4 POST
NOT • SCALE
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0 Copyright 2010
All rights
REVISION !�
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