HomeMy WebLinkAboutRader Engineering CONTRACTOR: East Coast Aluminum Products,Inc. WIND SPEED AND EXPOSURE HAVE `,��1111/111111/I�j��,
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED This item has beenp,S P. qR i fi9
TECHNOLOGY COUNCIL'S WEBSITE ♦� N �i
Applicable Codes,Regulations,and Standards electronically signed and sealed ♦♦♦ o .•
AND GOOGLE EARTH. ♦ `� C E M
1. The 7th Edition(2020)Florida Building Code,specifically Chapter 16 4 ' %"� S'
by T.P. Arnett, PE. using a F y
Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. •• NO. 46043
2.AA ASM 35 and AA ADM Specifications for Aluminum Structures,Part Digital Signature with date and
1-A of the Aluminum Design Manual prepared by The Aluminum time. Printed copies of this
Association.and the AAF Guide to Aluminum Construction in High Wind
Areas. document are not considered STATE OF '
3.ASCE 7-16.
signed and sealed and the P ,
Loading Criteria signature must be verified on '�.,0�'i•`u?�;�as'��t
1. Live Load:10 PSF per 7th Edition(2020)Florida Building Code, 5 ,
Appendix I Section 105.1 any electronic copies. 100'04- 1 2.4� ��9 O
2.Dead Load:1 PSF
3.Wind Load:
3.1. Building Occupancy Category,Section 1604.5 and Table 1604.5: Risk CC it
Category 1. 8'-0" w w a
3.2. Ultimate Design Wind Speed:VDT=150 MPH,Nominal Design Wind uJ o
UQ
Speed:VASD=116 MPH. Z
3.3. Exposure Category,Section 1609.4.3:Exposure C S-� z LU W Z
3.4. Screen Enclosure Section 2002.4 A-� w Z
4.Building Category for Aluminum Structures,Section 2002.6:Category Type - z
1-Patio Cover:Non-Habitable,Unconditioned Q Q Z w
Roof Type v) Z Z
z
1. Roof Type: MONOSLOPE N Q UJ
v
2.Roof Material:3"x 48"x 0.024"composite panel Elite 2000,1.0#density LU LL O J Z
foam,Florida Product Approval Number FL 7561-R5. 2 0 = a
Foundation Design N p 3"X48"XO.024" a ~ o
New 24"x 24"x 24"Isolated Footing w/(1)95 top and bottom each way 1.0# DENSITY FOAM o
and poured w/2,500 PSI concrete.The foundations are based on a 0 . LL
COMPOSITE PANEL m LL
minimum soil bearing pressure of 1,500 psf. 0U v z Z
Specifications Z Z N o
_ Z
The following specifications are applicable to this project: 3X3X0.093 - 2X7SM B Ur N o a cn
1. All work shall be in accordance with the 7th Edition(2020)Florida Building POST O S EDGE BEAM Z w m^^ a
Code,and any other applicable local codes and regulations. J F m m w
OC �LL - -
2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, FA-2 Q w a w
no manufacturer substitution is acceptable without the specific written,signed Q w z g
and sealed authorization of Florida Aluminum Engineering,Inc. Z ~ LL z =
3.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or F
better zinc plated to ASTM B633,or coated stainless steel series"300",or 7'-9 0 Z 00
uncoated stainless steel series"400". J W 0 0
L.L z
4.Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 0 3
5.All Self Mating Beam Sections are to be stitched with either#14 screws 6" LL a
from ends and 24"center to center or#12 screws 6"from ends and 12"center 20'-6" a
Z
to center.
6.Where concrete specifications are required,whether in the screen enclosure 2'-0" O
scope or not,by one or more regulatory agency,the following specifications o
are applicable: 3"X48"X0.024"
a. Concrete shall conform to ASTM C94 for the following components: z
i. Portland Cement Type I,-ASTM C150 1.0# DENSITY FOAM o
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 COMPOSITE PANEL 0)
iii. Air entraining+/-1%-ASTM C 260 c/) o
iv.Water reducing agent-ASTM C 494 W IL
w
v.Clean Potable water 0 X
vi. Other admixtures not permitted p 0 m
b.Metal accessories shall conform to: !] o
i. Reinforcing Bars-ASTM A615,grade 60 Q Z w o
3X3X0.093 3X3X0.093 O 0 Z
ii.Welded wire fabric-ASTM Al85 J W
c. Concrete slump at discharge chute not less than 3"or more than 5". POST POST U Z w
W Oar
Water added after batching is not permitted. W F j� O rn
d.Prepare and place concrete per American Concrete Institute Manual 0 C) o 0 M
of Standard Practice,Parts 1,2,and 3 including hot weather d g Ow LL
recommendations.
e.Moist cure or polyethylene curing permitted. DRAWN BY
£ Prior to placing concrete,treat the entire subsurface area for termites TIP
in compliance with the FBC. DATE DRAWN
g.Concrete shall be placed over a polyethylene vapor barrier. 09/02/21
h.All aluminum components embedded within concrete shall be coated
with a bituminous paint or epoxy. REVISION
7.All flashing and weatherproofing shall be provided by the contractor.
8.Use of these plans acknowledges and accepts a limit of liability not to exceed -
design and engineering fee.
11'-24„ 11'-34„ 0 -
4 -
SHEET NO:
A- 1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x 2"x 0.046"
2 x 3: 2"x 3"x 0.050" I I 3"x 3"x o.093"
2 x 4: 2"x 4"x 0.050" I POST
2 x 5: 2"x 5"x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.040"
1 x 3: 1"x 3"x 0.045" 4" #14 x 4 7/8"SMS W/
1 1/2"DIA.NEOPRENE
SNAP SECTIONS 2,500 PSI CONCRETE I I FACED WASHER @ 6"O. .
2 x 2 Snap: 2"x 2"x 0.045" I I' 4
2 x 3 Snap: 2"x 3"x 0.050"
2 x 4 Snap: 2"x 4"x 0.045"
SELF MATING(SMB) ,
2x4SMB: 2"x 4"x 0.044"x 0.100" >-
Lu '
2 x 5 SMB: 2"x 5"x 0.050"x 0.100" Lu o
24" 3"COMPOSITE z Q
2 x 6 SMB: 2"x 6"x 0.050"x 0.120" I I ; ROOF PANEL rn
2 x 7 SMB: 2"x 7"x 0.057"x 0.120" (1)#5 REBAR ti
THRU POST 3"x 0.062"ALUM O U
2 x 8 SMB: 2"x 8"x 0.072"x 0.124" TOP&BOTTOM I I • RECEIVING CHANNEL Z W tD z
2 x 9 SMB: 2"x 9"x 0.072"x 0.124" W/#10 x 3/4"TOP AND (4)3/8"DIA. W Z 3t z
2 x 10 SMB: 2"x 10"x 0.092"x 0.398" 2„ BOTTOM AS END CAP THRU BOLTS J O
Q Q Z w
MINIMUM FASTENER EDGE DISTANCE: 1/2" uj z
z
MINIMUM FASTENER SPACING:3/4" 4" 2"x 7"SMB N N Z z
Q U w
CONCRETE SCREW ANCHOR: POST x 0.093" L J z
SIMPSON TITEN HD OR EQUIVALENT 24"x 24' LL 0
SHEET METAL SCREWS(SMS): OC = ¢
ITW/BUILDEX OR EQUIVALENT ~ Q
Of
o O0
B STANDARD ISOLATED FOOTING DETAIL U a z z
SCALE:NTS
A-2 S COMPOSITE ROOF TO POST CONNECTION
z_ z " °
A_2 SCALE:NTS 5G j m� z
G (D w N a
Z) z w
m''nn s a
J m m N W
Q LL
Q LLu z 2 sof
o ¢�i< 3
o z <��LL "' Lu
Z
O z m
J LLJ _
LL a
o �
LL �
IL
z
w
EXISTING HOST WALL O
w
O
z
FLASHING-INSTALL p
UNDER EXISTING DRIP EDGE w
U
7
3"x 0.062"EXTRUDED 2"x 7"SMB N 00
RECEIVER CHANNEL
LLI 0 w
#14 x 3/4"SMS @ 6"O.C. - O m
TOP AND BOTTOM
W/1 1/2"DIA.NEOPRENE ® C) Z W
WASHER @TOP SCREW ONLY / ® / O � z
® Z LU
U EL-® I -Wn 0 rn
®
0 W ~ �t
/] FD Of c•>
QEEDDO -1
® CONCRETE: d Q� CD LL LL
1/4"DIA.x 3" (3)1/4"DIA.x 3"QUICKSET DRAWN BY
ANCHORS INTO WALL
LAG SCREWS WOOD: TP
3"COMPOSITE PANEL @ 12"O.C.
(3)1/4"DIA.x 3"LAG SCREWS
1 1/2"x 2 1/8"x 1 1/2"x 7"x 0.125" INTO WALL STUDS DATE DRAWN
ALUM RECEIVING CHANNEL STAGGERED 09/02/21
W/(6)#14 x 3/4"SMS EACH
SIDE INTO BEAM REVISION
A
S-1 COMPOSITE PANEL TO FASCIA DETAIL
A-2 SCALE:NTS S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
A_n SCALE:NTS 4
L SHEET NO:
A-.2-