HomeMy WebLinkAboutEngineering CONTRACTOR:East Coast Aluminum Products.Inc.
DESIGN CRITERIA:
Applicable Codes,ReeulDtions,and Standards \ A.
.TheSth Fdilan(2014)Flonds Building Code,specifically Chapter 16
Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. , ' \ •'2y
2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of — �•• v LL�•
' the Aluminum Design Manuel prepared by The Aluminum _d; o qj w •J—
Assmiatian,Inc.Washington,D.C.,zoos Edition CONCEALED FASTENERS OR ATTACHMENTS = N:, o N.a o;Z=
3.ASCE 7-IO.
ARE THE RESPONSIBILITY OF THE _ Z �." �: o;
Wind Laxds CONTRACTOR OF RECORD 'gyp'•. g�
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: '•......••' (�
Risk Category 1.
.Basic Wind Spud,Table 1609C.State of Florida Debris Region&
2 Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent //PRo�� O � \EAL`\\
Basic Wind Speed:VMT-150_MPH MPH
3.Exposure Category,Pamgmph 1609.4.3: Exposure B THESE PLANS AND ALL PROPOSED WORK
4.Building Category for Aluminum Stmetures,Paragraph 2002.6: ARE SUBJECT TO ANY CORRECTIONS
Building Category 1-Patio Cover:Non-Habitable,Unconditioned REQUIRED BY FIELD INSPECTORS THAT 0 ❑
RoofType MAY BE NECESSARY IN ORDER TO
E COMPLY WITHALLAPPLICABLCODES- O u7
I.RoofType:MONOSLOPE d
2.Roof Material:3"x 48"x 0.024"composite panel Elite 2000,1.0 .�
density foam,Florida Product Approval Number FL 7561-R3. M2 LL. Z
Foundation Deslen W
New S"x 8"footing w/(I)45 Cant 31"overlap at lolnls on 3"chain ++�{{..' RI y z
and poured w/2,500 PSI concrete.The foundations are based on a I Z Z yI 2g
minimum soil bearing pressure of 1,500 PA. - `I �
SPeetflcsfiom 3"X48"XO.024" m w it, d G
The following specifications are applicable to this project: 1.0 DENSITY FOAM I
I.All work shall be in accordance with the 5th Edition(2014)Florida 2X6SMB COMPOSITE PANEL to c 3X3XO.093 tf
Building Code,and any other applicable local coda and regulations. EDGE BEAM M2 I - POST
2.Aluminum MtrUMOM shall be 6005 TS Alloy.Due to quality control
issues•no manufacturer substitution is acceptable without the specific J w
written,signed and sealed authorization ofSuncoaat Aluminum ,J
Engineering,LLC. d
3.Screen Material:Design based on 18114 or 2020 Better View.Any
other material must be approved. Z$S
4.Fasteners are required to be corrosion resistant,minim mi SAE Grade 1'-0" It—�� Rp
2 or better zinc plated to ASTM B633,or coated stainless steel series W it! g
'3000,or uncoated staiNas steel series'400% F
R A
5.All Self Mating Beam Sections am to be stitched with either 014 3"X48"XO.02e V Z <
screws 6"from ends and 24"center to center or 412 screws 6'from COMPOSITE PANEL Z U F-
ends and 12'center ta center. h W � t
6.Where concrete specifications am required,whether in the screen it
enclosure scope or not•by one or more regulatory agency,the
following specifications are applicable: II
a Concrete shall conform to ASTM C94 for the following 3X3XO.093 3X3XO.093 3X3XO.093 117O��QQt� g
components: POST POST POST 1O
I.Portland Cement Type t,-ASTMCI50 l ST,LVC1E COL"TY ISTJILD DTW'gf
ii.Aggregates-Large Aggregate 3X'mex-ASTM C 33
iii. Air entmining+/-1%-ASTM C260 n E.E1;►E11'EDFORCO N a
iv.Wata reducing agent-ASTM C 4941E11'Ell I1Y
v.Clean Potable water L;afE v�
vi. Other admixtures not permitted P4:S�S AND � TEE PT ON JOB W w
b.Metal accessories shall conform to: OI2�(}1\SPECTIO\HILL BE HAD
p
i.Reinforcing Ban-ASTM A615,grade 60 O
ii.Welded wire fabric-ASTM A185 A-8 Q �w
c.Concrete slump at discharge chute not less then 3"or more
en G
th 5".Water added after hatching is not permitted. lsJ
d.Prepare and place concrete per American Concrete Institute 12'-0" 12.-0" C F
Manual of Standard Practice,Parts I,2,and 3 including hot m C syi
-ether recommendations. p, v
e.Moist cure or polyethylene curing permitted.
f.Prior to placing concrete,treat the entire subsurface area for I DRAWN BY
termites in compliance with the FBC. TP
g.Concrete shall be placed over a polyethylene vapor barrier. 1
h.All aluminum components embedded within concrete shall be DATE DRAWN
mated with a bituminous paint or epoxy. 04/25/17
7.All flashing and weatherproofing shall be provided by the contractor. REVISION
8.Door location shall be determined by contractor in the field
9:Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee. t
FILE COSHEErNO;
ALUMINUM MEMBERS DIMENSIONSA
HOLLOW SECTIONS \\\\\ � a..'F�•i
2x2:2"x2"x0.046"
2 x3:2"x 3.x0.050"
2 x 4:2.x 4"x 0.050"
2 x5:2'x5"x0.050"
I i 12'DIA.NEOPRENE _D * H Q
OPEN BACK SECTIONS FACED WASHER®B'O.C. _ V (y F O:
l x2:1^12"xo.o4o" I POST xD.Ds3• _U)�•> \ y rc;
1"x3"x Q.045"
i Ifi�(�)fJ y'�1f } `tr n. ( 1,7'f�
SNAPSECTIONS I h r '' q;7:r'''. t�.-�.,� •* P� l\
2 x2 Snap:2"x2"x0.045" -xr"mhs� > ,:(• 'r..,(?•+�' _
2 x 3 Snap:2'•x 3'x 0.050" (2)31B'DIA.CONCRETE
SO EWPC
I L' rt•.', s-i<•.•'•'�- ,x'':. '. /
2 x 4 Swp:2"x 4"x 0.045" FE 1
(3"GON 1/S"EXTRUOED PRO S11bIILiL�
SELF MATING lSMB) ASE WI(2)3W 3•COMPOSITE PANEL
2 x 4 SMB:2"x 4"x 0.044"x 0.100" RU BOLTS 3•x O.OSTALUM
2 x5 SMB;2"x5'•x0.050"x0.100" - RECEIVING CHANNEL (3)31W DL1
2 x6 SMB:2"x6"x 0.050x0.120" PAVERS W1Y10 a 314'TOPAND THRU BOLTS K •O
2 x 7 SMB:2"x 7"x 0.057"x 0,120" BOTTOM AS END CAP N1
2 x 8 SMB:2-..".0.072"x 0.124 OU ui a' e
2 x9 SMB:2"x9"x 0.072"x0.124" I 2 S'SM. W a I' 3
2 x10 SMB:2"x 10"x 0.092"x 0.398" I I W - Z
3'x 3'a 0.093' qQ
MINIMUM FASTENER EDGE DISTANCE:1/2" I POST Z 2MINIMUM FASTENER SPACING:3/4• �CONCRETE SCREW ANCHOR: W4CONCRETE SLABSIMPSON TITEN HD OR EQUIVALENT (7 N. Z
SHEET METAL SCREWS SIDE VIEW
ISMS): W d �d
ITW I BUILDEX OR EQUIVALENT -
S COMPOSITE ROOF TO POST CONNECTION q
SCALE:NTS ? L1
B ':x 3"POST TO CONCRETE W/PAVERS CONNECTION DETAIL !l Z
A-Z SCALE:NTS C CJ I M
J
LLu 3
z EZ5
in � t
3
g
GRADE
FLASHING-INSTALL 3
9" UNDER EXISTING DRIP EDGE
3'x0.0Br EXTRUDED
RECEIVER CHANNEL W
(1)N5 CONT ON T B' M4 x 3/4•SMS®6"O.C.
CHAIRS TOP AND BOTTOM Q
W/I IW D0\.NEOPRENE Q 2 V
S'XB"RIBBON WASHER®TOP SCREWONLY - F Z W k
FOOTING 5,'k. �' ti �. °" Lu Q 0. 9
10,
NOTES FOR ALL FOUNDATION TYPES: ly 1'
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING
PRESSURE OF 1,5W PSF. DRAWN BY
2. THE SIABIFOUNOATION SHALL BE CLEARED OF DEBRIS,ROOTS AND TP
COMPACTED PRIOR TO PLACEMENT OF CONC. W COMPOSITE PANEL (2)114"DIA x3•
3. CONCRETE SHALL BE PER SPECIFICATIONS ONSHEETA-1. LAGSCREW'S DATE DRAWN
4. FIBERMEBH MAY
BE USED IN LIEU FOR WELDED WIRE MESK ®S"O,C, 5117
S. NVAPOR
ON-HBARRIER oNCRETREINSTALLED FOR EXTERIOR FIL C -
NON-HABITABLE CONCRETE FLATWORR R VISION
A CONTINUOUS FOOTING s-i COMPOSITE PANEL TO FASCIA DETAIL
A'Z A-z SCALE:NTS SHEETNO:
q_2