HomeMy WebLinkAboutEngineering CONTRACTOR:So.thFIofldaAIumInun1XQducts,Inc. WIND SPEED AND EXPOSURE HAVE
DESIGN•CRITERIA: BEEN DETE( NED USING THE ADVANCEDp -k
TECHNOLOGY COUNCIL'S WEBSITE �7 •'J C"t ,if
Applicable Codes,Regulations,and Standards AND GOOGLE EARTH. I', +� L,: f ��.' ••.�iG
1.The 5th Edition(2014)Florida Building Code,specifically Chapter 16
Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood.
2.AA ASM 35 and Specifications for Aluminum Structures,Part I•A of the
Aluminum Design Manual prepared by The Aluminum Association,Inc. -
Washington,D.C.,2005 Edition %N'. Z ' I-¢�'O;
3.ASCE 7-10. COHCFAIED FASTENERS OR ATTACHMENTS '
Wind Loads ARE THE RESPONSIBIM Of THE ' o •
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: PR��
Risk Category 1. REltt�
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Basic FROFEs ibWsar,L 4
Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed:Vma=160_MPH 124 MPH
3.Exposure Category,Paragraph 1609.4.3: Exposure C ❑
4.Building Category for Aluminum Structures,Paragraph 2002.6:Building
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Category 1-Patio Cover:Non-Habitable,Unconditioned THESE PLANS AND ALL PROPOSED WORK wO -
ARE SUBJECT TO ANY CORRECTIONS W a a
LoofType cd
Rq fType:MONOSLOPE REQUIRED BY..FIELD INSPECTORS THAT
2.Roof Materiel:3"x 48"x 0.024"composite panel Elite 2000,1.0 density (t'IVIrgY DE•NI;CESSARY;IN NOR TO -"' W
fsam,Florido Product Approval Number FL 7561-R3. w d
�OMPLI�.III�HALL;APRICACLIr.CODES: W
Foundation Design - - ? W
Existing concrete.No additional concrete footing or slab Is required to +1' -10'-0'------{• a-e a-e #--10•-0• l7 O z
resist the loads imposed upon the existing slab by the proposed I I I w �b: 011
construction If the existing slab is a minimum of4"thick and in sound
condition,free from structural cracking,spalline,or other deterioration. 3%3X0.093 2XBSMB 3X3%0.093 p
POST 2X2 4TH WALL 2X2 POST = yc
Specifications b END 3•X48"X0.024• END
The following specifications are applicable to this project: to BEAM 1.0 DENSITY FOAM BEAM q fo �R
1.All work shall be in accordance with the 5th Edition(2014)Florida Building COMPOSITE PANEL 10
Code,and any other applicable local codes and regulations. I 3X3%0.093 b _ 2XBSMB 5 3%3X0.093 I J
'IIr a-e EDGE BEAM a-e
2.Aluminum extrusions shall be 6005 TS Alloy.Due to quality control issues, POST POST Q Z
no manufacturer substitution is acceptable without the specific written, i 3
signed and sealed authorization of Suncoast Aluminum Engineering,LLC. LLJ
3.Screen Material:Design based on 18/14 or 2080 Better View.Any other # —e'-a' - 0'-6• 0 W '
MF
must be approved. ,74'-D• Z
4.Fasteners am required to be corrosion resistant,minimum SAE Grade 2 or
better zinc plated to ASTM B633,or coated stainless steel series"300",or 1'-0• 1'-0•
LA W 14109
uncoated stainless steel series"400".
5.All Self Mating Beam Sections are to be stitched with either#14 screws 6" COMPOSITE PANEL
from ends and 24"center to center or#12 screws 6"from ends and 12" n
a
centerto center.
6.Where concrete specifications are required,whether in the screen enclosure
scope or not,by one or more regulatory agency,the following specifications _ 2%2K.B.
are applicable: a_3 (TYP) a
a.Concrete shall conform to ASTM C94 for the following components: 3%3X0.093 3%3%0.093 3%3X0.093
i.Portland Cement Type 1,-ASTM C 150 POST POST POST
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33
iii. Airentraining+/.l%-ASTMC260
iv.Water reducing agent-ASTM C 494 u.to
v.Clean Potable water Q W W W
A. Other admixtures not permitted z
b.Metal accessories shall conform to:
i.Re Bars ASTM A615,grade 60
ii.Welded ldedwifi{e fabric-ASTM A185
c.Concrete slump at discharge chute not less than 3"or more than 5". 1p_p• 17'-0' d a a
Water added after batching is not permitted.
d.Prepare and place concrete per American Concrete Institute Manual DRAWN BY
of Standard Practice,Parts 1,2,and 3 including hot weather TP
recommcndafi6ns. DATE DRAWN
e.Moist cure or polyethylene curing permitted. 1 L) X13 02/07/17
L Prior to placing concrete,treat the entire subsurface area for termites PST.LLTCIF,COUNTY RUII.nT`C-nIVISION REVISION
in compliance with the FBC. RFVIEIVED FOR C )iPLL4 s"CE
g.Concrete shall be placed over a polyethylene vapor barrier. I(FIVIER'EDDY
h.All aluminum components embedded within concrete shall be,coaled DATE 3
with a bituminous paint or epoxy. PLANS AND PERMIT MUST BE KEPT ON JOB
7.All Bashing and weatherproofing shall be provided by the contractor. OR 1\O LT�SPECTIOIV WILL BE 5115•E. suezr no:
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 A- 1
� /�
exceed design and engineering fee. H I
ALVMINUM MEMBERS DIMENSION(-" ('"` .♦ (�'• / {•t• !
HOLLOW SECTIONS' I a!°,I if•I'{1.��'`I�V�tI �\\``Ir. � ..�/ri
ix3:i"xs"zo:0 o' �`�� I;.nl ;I. )!11 s.�fw '( ��.. \I .''
2x4:2"x4"x0.050,• L;e:;�.,_
2 x 5:2"X 5"X 0.050" o O 0'; —_
OPEN BA CK SECTIO NS
(4)#14x47/0"6M9 W1 —
Ix2:1"x2"X0.040" NEOPRENEFACED2—
Ix3:1"x3"x0.045" I I WASHER EA PANEL i ••• Z N/C:�`Q
SNAP SECFIONS " �i '., ,.•'!!!�
nap:2:X7 X 0.04 5" I I POST
x0.aJ3•
2 x2 S
2 x 3 Snap:2"x 3"x 0.050" I at •�;,th,,`'y °1i45 �; . `„a•.,. /// * pR0\\�.
2x45nap:2"x4"x0.045" �; K+aj ..M. .',� � -v4. /PROFE SIO L EAL SIM,
t
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SELF MATING(SMB) (2)318°DIA.CONCRETE I I 3'X 3'x 1/B'EXTRl1DED 3°x0.082'ALM 3•x48"x0.024°
2 x 4 SMB:2"x 4"x 0.044'•%0.100" SCREW ANCHORS COMPOSITE PANEL '
2x55MB:2"XS"%0.050%0.100" (3•CONC.EMSED) I I
2 x 6 SMB:2"x 6"x 0.050"x 0.120" re•RECEIVING CHANNEL (4)aDUL ❑
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2 x7 SMB:2"x7x0.057"x0.120" I I POST BASE W/(2)310" W/#10x3/4"TOPAND THRU BOLTS y" p
2 x8 SMB:2'•x 8"X0.072"x0.124" DUL THRU BOLTS BOTTOM AS END CAP U W
2%9SMB:2"x9"x0.072"x0.124•' o.
2x 10 SMB:2"x 10"x 0.092"x 0.398"
rx8 fiMB LL
LL
MINIMUM FASTENER EDGE DISTANCE:12' a 0.003• 0
MINIMUM FASTENER SPACING:3/4" ' 'r d•' POST
CONCRETE SCREW ANCHOR: '' I I W z
SIMPSON TITEN HD OR EQUIVALENT '•'4 •'
SHEET METAL SCREWS(SMS): Z FuI I
ITW/BUILDEX OR EQUIVALENT W rij d d
B 3"x 3"POST TO CONCRETE CONNECTION DETAIL S COMPOSITE ROOF TO POST CONNECTION V
A-2 SCALE:NTS A-2 SCALE:NTS
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(4)#14 x 4 7W SMS W/ 3
(4)#14x47!8"SMS W/ NEOPRENEFACED
NEOPRENE FACED FLASHING - WASHER EA PANEL 3-COMPOSITE PANEL
FLASHING WASHER EA.PANEL
31 COMPOSITE
ROOF PANEL r dj. 'sem 111ft` I• x'41 1qy
3-COMPOSITE
ROOF PANEL '1, .4 r" i, '1•YS 4`l?$ YL.f•Y •)�•S�•.+y N Y
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..p;}�`". nL, " • 3'x O.CHAN EL R EIVI118•x11NEL W1(2) rALUM Q Z U U
YxrENO • EXISTING I RECEIVING CHANNEL RECENINO CHANNEL W/(2) F•- Z7 K k
(4)Y74a47IB'SMS W/ BEPM W/#10x3/4'TOPAND I I N12 x 3/4'SMS EACH SIDE OF U �J f�W '2
BUILDING BOTTCM AS END CAP BEAMILO)318°DUL THRU BOLTS W D.
NEOPRENEFACED EXIT'
' INTO POST E3c F-
WASHEREADING
PANEL BUILJ, I 0-' O O O J
(4)yg•pIp 1 llrx21/8•x11R'x rxO.OBr I 2•x B'SMB n, O:S J R LL
-
THRUBOLTS I ALM RECENINO CHANNEL I I 31 B"D8\.THRU BOLTS
Yz8'SMB 90E(OFBEAMB(iM33/B�CNH 3"x3"POST (a)rora. DRAWN BY
I THRU BOLTS INTO THE POST TP
3"x 3'PO3T I 3/B"DUL THRU BOLT)
DATE DRAWN
_- TOTAL I 02/07/17
2'.6'SMB
3"x3"POST REVISION
--
S-S COMPOSITE ROOF TO POST A CORNER CONNECTION
�COMP.ROOF TO POST a 4TH WALL DETAIL A-2 SCALE:NTS -
S-2 COMP.ROOF TO CORNER POST 4TH WALL DETAIL
A
SCALE:NTS ' ^-2 SCALE:NTS SHEEP NO:
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KNEEBRACE j i UPRIGHT DRAWN BY
. I I TP
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1112°x21/8'.11rs•x j DATE DRAWN
0.00r.2 LONGALUM I 02/07/17
RECEIVING CHANNEL W!(3) 1
012x311"SMSEA FACE& REVISION
(3)012 x 3A'INTO POST
1
SHEET NO:
S 4 KNEE BRACE CONNECTION DETAIL
A-3 SCALE:NTS A-3