HomeMy WebLinkAboutEngineering CONTRACTOR:KING CARTER y�I`TIMINIJM WIND SPEED A XPOSURE HAVE ) \ //
DESIGN CRITERIA: •` BEEN DETERM )USING THE ADVANCED Ai'$� Copy'
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TECHNOLOGY COUNCIL'S WEBSITE File � opy �
Applicable Codes,Reeulations,and Standards AND COOGLE EARTH. •-/�/
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1.The Sth Edition(2014)Florida Building Code,specifically Chapter 16 Structural Q r Q Design,Chapter 20 Aluminum,and Chapter 23 Woad. Q,•r� u.LL p• ,
2.AA ASM 35 and Specifications for Aluminum S Wcturw,Part 1-A of the �''(fxa(�L �� •z P W -
Aluminum Design Manual prepared by The Aluminum Association,his R Lay tFoC E It - d•tit v G 0:Z
Washington,D.C.2005 Edition 'U o t z
3.AscE 7-10. MAY N 2'1411 N6-.' z I �'4�0,
Wind Loads ••'G
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: PERdiI'lZli\lG w�i��y�••••.......
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RlskCwc ory 1. e County.FL / \
2.Basic Wind Speed,Figure 1609C,State of Florida Debris Region&Basic Wind St.Luci ////11 1*I
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
VULT=150 MPH.Vmzi-l l6 MPH PROFESSIONAL SEAL
3.Exposure Category,?=graph 1609.4.3: Exposure B
4.Building Category for Aluminum Structures,Paragraph 2002.6:Building Caturarr 1-Carport-Non-Habitable.Unconditioned ' ❑C
Roof Type
1.Roof Type:MONOSLOPE 0 ui a
2.Roof Materiel:3"x 48"s 0.024"composite panel Elite 2000,1.0 density W a
foam,Florida Product Approval Number FL 7561-R3.952-11I --- _ LL A .1
Foundation Dealers I O lJJ t�
Existing concrete.No eddlNonal concrete footing or slab Is required to reslst the I BEASM8 - i 3X3X0.083 W O a
4TH WALL POST w
load,Imposed upon the esisNne slab by the prepared construction Ifthe pbNo BEAM
41eb Is.minimum of 4"thick and In sound condition,free from structural- 2X2 3'X48'X0.024" 2X2 i7 -
crackln%spallina,or ether deterioration. END 1.0 DENSITY FOAM END. t
BEAM COMPOSITE PANEL BEAM io I LU d' Fzd
Spe[i0cetiogs [0
1.All lock shall
accordance
am aneppiththe to Edition
ct:(2 °p
1.All work shall be in accordance with the Slh Edition(2014)Florida Building Cade,
EDGE B A-2 A-B I 3XJX0.093 g
and any other applicable local codes and regulations. i EDGE BEAM i POST = 4�
2.Aluminum extrusions shall be 6005 T5 Alloy:Due to quality control issues,no --' --- Z
manufacturer substitution is acceptable without the specific written,signed and U
sealed authorization ofSuncoast Aluminum Engineering,LLC. =
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3.Screen Materiel:Design based on 18/14 or 20/20 Better View.Any other material 9._I" J A I
must be approved. Q
4.Fastenera era required to be corrosion resistant,minimmn SAE Grade 2 or better 20'-0" Z
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zinc plated to ASTM B633,or coated stainless steel aeries"300',or uncoated CONCEALED FASTENERS OR ATTACHMENTS RR
stainless steel series'400'. r'-0.
u•15.All SelfMating Beam Sections are to be stitched with eitherNl4 screws 6"fromARETHE RESPONSIBILITY OF THE 2Z'IR t
ends and 24"center to center or H12 screws 6'from ends and 12'center to center.
6.Where concrete specifications are required,whether in the screen enclosure scope 3'X48'XO.024' CONTRACTOR OF RECQRD M z i-
arnot,by one or more regulatory agency,the following specifications ere
COMPOSITE PANEL Ln 11I
applicable: ,
a Concrete shall conform to ASTM C94 for the following components: 3
L Portland Cement Type 1,-ASTMC 150 - g
ii.Aggregates-Large Aggregate 314"max-ASTM C 33
III.
Aireaining+/-I%-ASTMC260 BRACE(TYP) _ THESE PLANS AND ALL PROPOSED WQhn a
iv,Weter reducing agent-ASTMC494 A-3 ••ARE SUBJECT TO ANY CORRECTIONS
a
v'Clean Other
able water permitted `� 3X3XO.093 3X3XO.093 3X3XO.093 REQUIRED BY FIELD INSPECTORS THAT �+ w
vL Olheradmries shall
cfomto POST POST - POST e
b.Mdel accessories sheD conform to: - V[t /+ C
i.Reinforcing Bars-ASTM A615,grade 60 � r'. A,4 u1 NE�rgSQARiN,®RDI.�TO j�, W
ii.Welded wire fabric-ASTMA185 {+fP�.y; T F7L�r'trPPL10A ,'=`�,O®ES, $
c.Concrete slump at discharge chute not less than 3"or more than 5%Water �-A, r H• ° C3 w added after hatching is not permitted.
d.Prepare end place concrete perAmedcan Concrete Lmtitute Manual of Q rJ
Standard Practice,Parts 1,2,and 3 including hot weather recommendations. G 3
1%Moist ewe or polyethylene wring permitted.
E.Prior to placing concrete,treat the entire subsurface area for termites in 0 to j F m
compliance with the FBC. /�c. '�
g.Concrete shall be placed over a polyethylene vapor barrier. A_g * WD I 4�. U N a ti
h.All aluminum components embedded within concrete shall be coated with a - $%LUCTB f,OTJiCT V RLRL,TI�: TTpJ$IQN .
bituminous andwatherorepoxy. REVTFIVEO FOR riPLL-NCE DRAWN BY
7.All flashing end weatherproofing shell be provided by the contractor. 1-P
g.Doorlocationshall bedeterminedby cantracturin thefield, 13LVILI.y7r T'r7 DATE DRAWN
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9.Use ofthese plans acknowledges and accepts a limit ofliability not to exceed 10'-0" 10'-0" DATE & '' 04/05/17
design and engineering fee. PLANS-4:ND PETO11T INTUST RE KEPT'ON J0D
s•'•N,0 r cn-r.•C T0.;[i'r-L 22 El N E. REVISION
SHEET N0:
ALUMINUM MEMBERS DIMENSIO ', r^ r^• \\\�� 1 111/////
HOLLOW SECTIONS
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2x2:2"x2"x0.046" J \��\�i.• ,••Y/��i
2 x 3:2"x 3' 0.050" ` \,•' ,
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2x4:2"x4"x0.050"
2x5:2x5"x0.050" _•Q; ( P'J'
OPEN BACK SECTIONS =D-:
I x2:1'•x2"x0.040" _ V ( N 2
I%3:1"x3"x0.045" _ N•�
Y14x4718"SMSW/
SNAP SECTIONS I I 11R'DIA NEOPRENE �O'
2x2Snap:2"x2"x0.045" 3•x3"a0.0w FACED WASHER@ro.C. �v��
2 x3 snap:2"x3"x0.050" I I POST //// PRO \� e
2 x4 Snap:2"x4"x0.045" I
PROFS/IdI6IULIS 111EAL�\�� i
SELF MATING(SMBI I •I '
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2 x4SMB:2"x4"x0.044"x0.100" (2)318'DIA CONCRETE I I ;a° r��..,�`'+1 "�,�,•r dl f� •�
2 x5 SMB:2"x5"x0.050"x0.100" SCREWANCHORS I I ••. , f: ^`:+ w•5 v
2 x 6 SMB:2"x 6"x 0.050"x 0.120" (3°CONC.EMBED) INTERNALIEXTERNAL ❑
2x7SMB:2"X7"x 0.0570' 0.120' I I 3°x3'x 119•EXTRUOED 3"COMPOSTS O
2x8SMB:2"xB"x 0.072"x0,i24" I I POSTBASE WI(2)3W - Mi
ROOF PANEL
2 x9 SMB:2"x9"x 0.07T'x 0.124" 01A THRU BOLTS 3'x0.OsrALUM 8 Ui
2 x 10 SMB:2"x 10"x 0.092"x 0.398" - RECEMNGCHANNEL (3)318'CIA. W d $
W/WOx 3/4°TOP AND THRU BOLTS 159[
MINIMUM FASTENER EDGE DISTANCE:12" BOTTOM AS END CAP LL
MINIMUM FASTENER SPACING:314° ..••' a •• p(
Yxfi•SMB W
CONCRETE SCREW ANCHOR: • •/ W 9
SIMPSON TITEN HD OR EQUIVALENT 3"x 3"x 0.09r Z Z qx $
SHEET METAL SCREWS ISMS): �•.d� -•• POST z
ITW/BUILDEX OR EQUIVALENT _
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B 3°x 3"POST TO CONCRETE CONNECTION DETAIL - R
A-2 SCALE:NIS SS ISER PAN ROOF TO POST CONNECTION
A-2 SCALE:NTS ?(j g
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1112'OUL NEOPRENE FLASHING 1 1/2"DUL NEOPRENE 3
FACED WASHER @ 8"O.C. 3"x O.OBrALUM FACED WASHER G r O.C.
FLASHING RECEIVING CHANNEL
3'COMPOSTIE _ W1010x314"TOPAND 3'COMPOSRE
ROOF PANEL BOTTOM AS ENDCAP ROOF PANEL
3°COMPOSITE 3
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1112'DIANEOPRENE E%ISTINO I — (3)TOTAL Q J
FACED WASHER@B'O.C. BUILOINO/' 1I-X 2IM"11.112'x0.08r, � �H I,ALUM RECEIVING CHANNEL W_wz y m
(3)318°D6l W/(2)012xShrSMSEACH _ I I I ImX21wxI12•x0.OBYALUM O U.1 O K i
THRU BOLTS SIDE OF BEAM 6(1)31a'DUL RECEMNGCHANNELW/(2) p'O17OJ
THRU BOLTS INTO THE POST I• Y12x 3/4'9MSEACHSIDEOF L'1•U N Q.U.
Y x 5'6MB BEAM&(2)318•DA.THRU BOLTS
I, 318'DA.THRU BOLT I 2°a6"SMB I I INTO POST DRAWN BY
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2"xb"SMB I DATE DRAWN
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Wx3'POST —_ 3'x 3'x 0.093•
Posr - 04/05/17 '
REVISION'
S-1 RISER PAN TO POST 4TH WALL DETAIL S-2 ISER PANEL TO CORNER POST(a14TH WALL DETAIL
A-Z SCALE:NTS SCALE:NITS S-3 RISER PANEL TO CORNER POST CONNECTION _
A-2 A_2 SCALE:NTS
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(3)#12 x 31P INTO POST I - REVISION
S-4 KNEE BRACE CONNECTION DETAIL SHE NO.
' A-3 SCALE:NTS.
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