HomeMy WebLinkAboutEngineering CONTRACTOR:East Coast Aluminum Prod uc Inc. WIND SPEED AND EXPOSURE HAVEaII
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DESIGN CRITERIA' BEEN DETERMINED USING T ''1VANCED h• \�\
TECHNOLOGY COUNCIL'S WE -fE `\\N�
Apptcahle Codes,Reeulatloms,and Steaderd, AND GOGGLE EARTH. \ �j
1.The Sth Edition(2014)Florida Building Code,specifically Chapter 16
Sma tural Design.Chapter 20 Aluminum,and Chapter 23 Wood. r�
O
2.AA ASM 35 end Specifications for Aluminum SWctures,Pert I-A of _ /7��OL�i/ fl /y � d4 Ut a
the Aluminum Design Manual prepared by The Aliwinum ST.LC C:F Co. U#'1!.nr�• '= t00 VIQ C 1
Association,Inc.Washington,D.C.,2005 Edition R V VCFWL'D FOR CO 1AN EPljriwclnW O �`
3.AscE7-10. REVIEI EDBYDATE
t tea'•,) Z 0
Wind Loadsipt O"•., , 'Q \
1•Building Risk Celeoy1. Category,Paragraph 1604.5 and Table 1604.5: ORNO1\'Si't.C71Uti\\'yL grEF•11AD/;,O.N JOBt V/////111111\P0\��\\
2.Basic Wind Speed,Figure 1609C,State of Florida Debris Region&
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent PROFESSIONAL SEAL
Basic Wind Speed:VDLT=150MPH.VAsD-116 MPH
3.Exposure Category,Paragraph 1609.4.3: Exposure ll
4.Building Category for Aluminum Structures,Paragraph 2002.6:
Building Category I-Patio Cover:Non-Habitable.Unconditioned
A-2 A-2 K hJ ui a
Roof Tyne in O d a
I.Roof Type:MONOSLOPE 10�-5" oe
2.Roof Material:3"x 48"x 0.024"composite panel Elite 2000,1.0 K
density foam,Florida Product Approval Number FL 7561-R3.
0 G�
Foundelta.Milan 3X3XO.093 2X5SMB n: y Existing concrete.No additional concrete tontine or slab Is reaulred POST 2X3 4TH WALL _ LU
to resist the loads Imposed by the prapmed camtruaton if the
existing slab is a mlalmum 4"thick with as 8"x 8"thickened stab END 3"X48"X0.024" EXISTING Z O G edge nod in sound condition,free from structural cracking,spelling, a BEAM W d ¢d
or other deterioration. li 1.0 DENSITY FOAM SCREEN
SperiDaatioos of COMPOSITE PANEL ROOM a
The following specifications are applicable to this project
1.All work shall be in accordance with the 5th Edition(2014)Florida e Z
Building Code,and any other applicable local codes and regulations. 3X3XO.093 O _ 2X5SMB � Lj M
2.Aluminum extnuions shall be 6005 TS Alloy:Due to quality conbpl POST I A-2 A-2 EDGE BEAM
issues,no manufacturer substitution is acceptable without the specific J d
written,signed and sealed authorization of Suncoast Aluminum a Z
Engineering,LLC. CCC
3.Scrcen Materiel:Design based on 18/14 or 2020 Halter View.Any U y7
other material must be approved. 6'-9" O W -In 4 IS
4.Fasteners are required to be corrosion resistant,minimum SAE Grade Z Z � a E
2 or better zinc plated to ASTM B633,or mated stainless steel series
'J00',or uncoated stainless steel series a2}s,1
5.All SelfMaling Beam Sections are to be stitched with either 914 C0NCEALE0 fA STET F'?11 AT'AC1�-5E�ITS N Lu
screws 6'from ends and 24"center to center or 912 screws 6"from ��,• 31'-6"
ends and 12'center to center. ARE WE RESi""'.;:.7r�•`:
6.Where concrete specifications are required,whether in the screen CONIRACTOFt v1'it_. J 1'-6" 3
enclosure scaps or np%by one or more regulatory agency,the
following specifications are
applicable: _ 3��X46"X0.024" u
a.Concrete shall conform to ASTM C94 for the fallowing COMPOSITE PANEL
components: d
•.PonlmJ Cement Type I,-ASTM C 150
it.Aggregates-Large Aggregate 3/4"max-ASTM C 33 --- - - -- - - -- - - -
iii. Airentmining+/-I%-ASTMC260
iv.Water reducing agent-ASTMC494 _ 2X3KB - U �u
v.Clean Potable water A-3 3X3Xb.O93 0 0
THESE PLANS AND ALL PROPOSED WORK (TYP) EXISTING o Z
vi. Othv ndmixtutes not permitted ARE SU44RQf TH ANY CORRECTIONS ° POST Q Z w b.Metal amessorias shall conform to: Of SCREEN
L Reinforcing Bon-ASTM A615,grade 60 RE4U1�'&f3#iY HiELD INSPECTORS THAT I OO
MAY Q NkOfS11ARY IN ORDER TO 3X'SX0.093 3X3X0.093 3X3X0.093 ROOM
if.Welded wire fabric-ASTM A165 W V' O
c.Concrete slum at discharge chute not less than 3"or more COMPLY WIT14 ALL APPLICABLE CODER. POST POST POST - ,..� 00wm
P B O gg—ae"S
—`than 5"=Water added after belching isnotpermitied. --�--------- - ------- ---.._.-------- _K—..U.o
d.Pre are end Isere concrete err American Concrete Institute ---- ----.-- ---___- _...._.- __ _ _
P P P d �.-tii--
Mmual of Standard Practice,Pans 1,2,and 3 including hot
weather recommendations. DRAWN BY
e.Moist cure or polyethylene curing permitted. CD
f.Prior to piecing concrete,treat the entire subsurface area for
termites in compliance with the FBC. DATE DRAWN
g Concrete shell be placed ova a polyethylene vapor barrier. 11/01/17
It.All aluminum components embedded within concrete shall be ELITE000 COMPOSITE PANEL: (FPA:FL7561-R3) A-p REVISION
coated with a bituminous paint or epoxy. 150MPH/EXP B
7.All Dashing and weatherproofing shell be provided by the contractor. 3"x4B"xO.024" (1.0(/DENSITY FOAM) 10�-6y" 10�-5" 10'-64" 1v19/17
8.Door location shall be determined by contractor in the field. MAX SPAN: -� 12'-9"
9.Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering&a `•?:ii1 f•_!"I'`�'I j ..
1.`:� ' ;• FEACr C�Y, SHEET NO:
CONTRACTOR:East Coast Aluminum Pro Inc. WIND SPEED AND EXPOSURE jftp�..
BEEN DETERMINED USING 1DVANCED 1
DESIGN CRITERIA: ( TECHNOLOGY COUNCILS WhnSITE •��,J
Applicable Codes,Regulations,and Standards AND GOOGLE EARTH.
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 1-A of
the Aluminum Design Manuel prepared by The Aluminum
Association,Inc.Washington,D.C.,2005 Edition
3.ASCE 7.10.
Wind Load, 7;
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:
Risk Category 1. 'i'
2.Buie Wind Speed,Figure 1609C,State of Florida Debris Region&
Basic Wind Spud,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent I PROFESSIONALSFAL
Basic Wind Speed:VULT=150 MPH,VASD=116 MPH ?.
3,Exposure Category,Paragraph 1609.4.3: Exposure B
4.Building Category for Aluminum Structures,Paragraph 2002.6:
Building Category 1-PRtio Cover:Nan-Rebite6le.Umcondltioued -
A'-2 A-2 9Z W W r:
RaofTvve �`' _ -
1.Roof Type:MONOSLOPE I 9—," I0�-6 �� I0�—'So I0�—sa�"�'' U 6
2.Roof Material:3"z 48"■0.024"composite Pavel Elite 2000.LO GGCsr
denslN foam,Florida Product Approval Number FL 7561-R3, O
4"
Foundation Deslen 3X3XO.093 `` 2X5SMB LU
Existing concrete.No eddltio..l concrete foodve or slab I,required POST 2X3 4TIi WALL W a i
to rest the load,imvoaed by the proposed e-.,jpctioa Ifthe
esl,tive slab is a mlulroum 4"thicksvilh en 8"z 8"thickened,lab 'END' l7 a
edge and lu,ouadconditton.free from structural cracking.,plcing. n = 6FiAM 3"DENSIT FOAM
EXISTING w o O
orotberdetedorettan. 1.0 DENSITY FOAM �a' 0°d
1 COMPOSITE PANEL SCREEN
SneciOcation, 0) o, ROOM g
The following specifications are applicable to this project:
1.All work shall be in accordance with the 5th Edition(2014)Florida e z
2X5SMB U
Building Code,and any other applicable local codes and regulations. 3X3XO.093 O _
2.Aluminum extmsiare shall be 6005 TS Alloy.Due to quality control POST I A-jg 1 A-2 EDGE BEAM ?J
issues,no manufacturer substitution is acceptable without the specific
written,signed and sealed authorization of Suncomt Aluminum Z
Engineering,LLC. @
creen ppp
3.S Material:Design based on 18114 at Better View.Any - If/—J p `�
other material must be approved.
OWd�dRi g,
4.Fasteners are required to be corrosion resist=4 minimum SAE Omde v z F
2 or better zinc plated to ASTM B633,or coated stainless steel series - Z
°300",or uncoated stainless steel series"400°, I
5.All Self Mating Bum Sections are to be stitched with either H 14 31�—6„ LA LU
screws 6"from ends end 24"center to center orNl2 scews 6°from 6�
ends and 12"center to enter.
6.Whereconeretespeci5cmiomm mquk4whetherinthescreen
enclosure snipe or net,by one or mom regulatory agency,the
3"X48"X0.024"
following specifications ere applicable: f
a Concrete shallconformm ASTM C94 for the following COMPOSITE PANEL
components:
i-Portiend Cement Type 1;ASTM C I50
ii.Aggregates-Large Aggrcgere 33/4"max-ASTM C 33 _ _ _ _ _ _ ___ - ____._ __ F3X3XO.093
___ _ _..____ _iiiAir entraining+/-1%-ASTMC260N.Water reducing agent-ASTM C494 !; 2X3KB -v.Clean Potable water A-33X3XO.O93vi. Other admixtures not permitted �nP) EXISTINGb.Metal accessories shell conform to: O) ' POST SCREEN a =wi.ReinforcingBers-ASTMA6IS,grade60 I ''SX3XO.093 3X3XO.093 ROOM =w'rlu.Weldedwhabibrlc-ASTMAISS 00 ' POST T POST "�+c.Concrete slump at discharge chute not less then 3"or more m--._.than'S"=Wateraddedafterbatching is natparrrtrtted __.-�. .__.__ __��_._
d.Prepare and place concrete per American Concrete Institute tf: It 2 Vi
Manual of Standard Practice,Parts 1,2,end 3 including hot
weatherrecommendations. •• DRAWN BY
e.Moist care or polyethylene curing permitted. CD
f.Prior to placing concrete,treat the entire subsurface area for iT
termites in compliance with the FBC. DATE DRAWN
g.Concrete shall be placed over a polyethylene vapor barrier. /01/1
h.All aluminum components embedded within concrete shall be A_2 REVISION
coated with a bituminous paint or epoxy.
7.All Bashing and weatherproofing shall be provided by the contractor. I0'—sn. IO'—ed"
8.Door location shall be determined by contractor in the field.
9.Use of thane plans acknowledges and accepts a limit of liability not to
exceed,design and engineering Yea
SHEENO:
A-1
ALUMINUM MEMBERS DIMENSIONr'l-I ('"' : •�;�I, I
HOLLOW SECTIONS
2x2:2"x2"x0.046"
21,3:2"x 3"x 0.050"
2 x4:2"x4"x 0.050"
2x5:2'x5"x 0.050" --b
OPEN BACK SECTIONS 't.� 014 x 47/8'SMS W!
1 x 2:1"%2"%0.040" C'CIA.NEOPRENE FA
1 x 3:1"x 3"x 0.040" FACED WASHER®B'O.0
SNAP SECTIONS I I 3'x 3'x 0.093° •ti4g.; '
2 x2 Snap:2"x2"x0.045^ I `P08T ;nvt5: yJlF` y
2 x3 Snap:2'•x 3"x0.050" •�,.,,µ
2 x4 Smp:2"x4"x0.045" i �^., '�' '•"' '} PROFE SIONAL SEAL
SELF MATING(SHE) (4)1W DO.CONCRETE II 3"COMPOSITE PANEL
2%4 SMB:2"x4"x0.044"x0.100" SCREWANCHORS I I �����SiiiLLL111
2 x5 SMB:2.x5"x0.050"xO.100" (TCONC.EMBED) I I INTERNAUEXTERNAL 3'%00S2°ALUMEl
2 x6 SMB:2"x6"xO.050"x0.120" 3'x 3°x1/S'E%TRUDEO, RECENINGCHANNEL
2 x75MB:2"z7"x0.O5T'x O.I20" I I POST BASE W/(2)3W W/N10x3/4"TOPAND, O W O
0 W THRU BOLTS BOTTOM A9 ENO CAP _
2 x 8 SMB:2"z 8"x 0.072"x o.124" I I U d d
2 x95NM:2"x9"x0.072"x 0.124" I w r d
2 x 10 SMB:2"x 10"x 0.092"x 0.398" (3)3I8•DIA CC
RU BOLTS
MINIM "
UM FASTENER EDGE DISTANCE:1/2' ,•• _'T 3°x3'x 0. 0
I IV
• .. ; 093"MINDA M FASTENER SPACING:3/4° d i WCONCRETE SCREW ANCHOR: xfi°SMB Z i
• SUOSQN TDTiN HD OR EQUIVALENT i
_ SHEET METAL SCREWS(SMS): Z x�x�Yy?JJtt 1�y?yy
ITW/BUILDEX OR EQUIVALENT : L7 ¢ ¢ .
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B 3"x 3"POST TO CONCRETECONNECTION DETAIL S COMPOSITE ROOF TO POST CONNECTION u
A-2 SCALE:NTS A-2 SCALE NTB
C
J
LILT 3
zW
I M
N74x47/8°SMS W/ d¢
11R"DW NEOPRENE e. I LASHING 914x 471W SMS W/ WCOMP09ITE C
FACED WASHER@WO.C. 71rI'OW NEOPRENE ROOF PANEL
FLASHING FACED WASHER a W O.C.
3-COMPOSITE
ROOFPANEL •` yyyy
3°COMPOSITE-
ROOF PANEL _ _ _ __ __ _ _ _ __ - � ,7'�°x• a-'7 1+.y-�c1L"E1'1• �^y eV _
b- SP I^y;{•1�•,. .. .Y ,/ 4,. r 8 //////,JIB • Q Z
yw' 1 • •//.'//1 • Z W
! 7 3'x O.OST •I •E7(19TING EN ' 3'x O.OSYALUM aV 0
'BUILDING O BEAM Lu
k�
RECEMNOCHANNEL 01 U 2
N14x4718'SMSM
177Y CIA.NEOPRENE 00 ING ' D
FACED WASHERQ9 B"O.C. BUILDINGJ, BOTTOM AS END CAP rrx2110"x 11/2°x 0.012'x 3"LONG.
- - - __—_--_-_11/S"z2""x1110"x0.050" _ ALUM RECEIVING CHANNEL WI(3 g
Wl N10x3/4'TOP AN
331B°DW ALUM RECENINO CHANNEL -`:-. __)—___.._.,..._ _,...-.. _� __ ___—_...THRU BOLTS -I I- N14x&4'8M9 EACI1810E OF __. CC
() W/(3)N12 x 3/4'SMS EACH BEAMB(2131W DW THRU BOLTS CL `� 1�D•
THRUBOLTS BIDE OFBEAM a(2)3/B'OW :•'I INTO POST
I
THRU 8OLT9INTO THE P09T �' I 2'x6"8MB DRAWN BY
2°%6.9M8 I I - (3)3/B"CIA.THRU SOLT �I CID
3'x 3'POST -- 2°x S"8MB I I �,, 3'x 3"x0. I I DATEDOST AWN
3°x WPOST --
• •; REVISION
1)1
S-3 COMPOSITE ROOF TO POST CORNER CONNECTION
S-1 COMP.ROOF TO POST @ 4TH WALL DETAIL S-2 COMP.ROOF TO CORNER POST• 4TH WALL DETAIL A_2 SCALE:NTB
A-2 SCALE NTS A_2 SCALE:RT8'. SHEET NO.
fl b�.: File i7'"Y 2
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PROM IONALSEAL'
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KNEE BRACE '+ m
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1 W x 2 vs^x 11n^x DRAWN BY
t C,C92"x YLONO ALUM CD
RECEIVING CHANNEL W/(3)
012 x 3
1C SMS EA FACE 11 DATE DRAWN
(3)012 x aW NM POST 11101/17
a REVISION
1
S-4 KNEE BRACE CONNECTION DETAIL -
A-3 SCALE:NTS Mod ®PYNO:
" A-3