Loading...
HomeMy WebLinkAboutEngineering CONTRACTOR:RICHARD RYIr—\ WIND SPEED V--3EXPOSURE HAVE // DESIGN CRITERIA' BEEN DETERM .D USING THE ADVANCED TECHNOLOGY COUNCH.'S WEBSITE .11`a Aoplicahle Cod . ......d Sta AND GOOGLE EARTH.aderda i. 'J 1.The Sth Edia RegulaN tion(2014)Florida Building Code,sped&filly Chapter 16 Structural RECEIVED n- 2 Design,Chapter 20 Aluminum,and Chapter 23 Wood. •..,� c, v •'Vl% 2,AA ASM 35 and Specifications for Aluminum Structures,Port 1-A of the till th,r ��® h o I O (:3.• J- Aluminum Design Manual prepared by The Aluminum Association,Inc. d; v 4(V¢ z_ 0. Washington,D.C.2005 Edition FEB 2 2 2017 o t F-�: 3.ASCE 7-10. JNCEALEo FASTENERS OR ATTACHYFMS - (n Z • o; 4.Senpeofwork:does not include analysis ofmisting structure. PERMITTING �• GJ\` Wind Lead, ARETHERESPOHSI8ILMOFTHE St.Lucie County,FL .'i��`• .......• . 1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: �p t ry1y I V11 IIG11YIlY �y Risk Celeeary 1. 2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Basic Wind I. �Z\ S Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: _ - VMT-150 MPH.VMD=116 MPH 3.Exposure Category,Paragraph 1609.4.3: Exposure B u ❑ 4.Building Category for Aluminum Structures,Paragraph 2002.6:Building 9,-`5 O Category l-Carport:Non-Habitable,Unconditioned EXISTING STRUCTURE o ul -- V w a $_ Scope or Wark: �- - Doesnotincludeenelyaisofremainingexistingswctures. 3X3X0.093 t 4TH2X4SWALL I LL 61 Roof Type POST 2X2 2X2 W o2 d I.RcofType:MONOSLOPE 2.Roof Materiel:3"x 12"0 030"American Metals Supply.INC.Riser Panel, END BEAM END L) Z z 2` Florida Product Aparoval Number FL 16952-R1 ° ' e BEAM BEAM o 0 3"X12"XO.03O" �1 ° a Foundation Dmign I I RISER PAN w Gm �d Existing concrete.No additional concrete foothm or slab is rmulred to mist the (g to d imp ed upon the existlpe aleb by the proposed construction if the exht ne Z slab is a minimum of4"(hick and ip aouad condition,free from structural_ g A cracking spallleg,ar other deleriorstion. F 3X3X0.093 _ 2X4SMB X Specifications �j i EDGE BEAM _ The following specificatiom are applicable to this project: POST i A-2 A-2 1 LrJ -.1 R 1.All work shell be in accordance with the 5th Edition(2014)Florida Building Code, and any other applicable local codes and regulations. J Q 2.Aluminum extrusions shall be 6005 T5 Alloy.Due to quality control issues,no manufacturer substitution is acceptable without the specific written,signed and LILI sealed euthorirativa of Sancoast Aluminum Engineering,LLC. I Q W pdS S E K 3.Screen Material:Design based on 18/14 or 20/20 Better View.Any other materiel 21'-0" LLL Z must be approved. L8s-On L 4.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better N W zinc plated to ASTM B633,or mated stainless steel series"300%or uncoated 3"X12"XO.03O" stainless steel series NOW. RISER PAN 5.All Self Mating Beam Sections arc to be stitched with either 014 screws 6"from ends and 24"center to center or 012 screws 6"from ends and 12"center to center. 6.Where concrete specifications are required,whether in the screen enclosure scope ornot,by one or more regulatory agmey,the following specifications are applicable: 2X2 KNEE a Concrete shell conform to ASTM C94 for the following components: _ 3 I.Portland Cement Type I.-ASTM C150 BRACE(TYP) ii.Aggregates-Large Aggregate 3/4•'max-ASTM C 33 iii. Air entmining+/-1%.ASTM C 260 3X3X0.093Lu iv.Water reducing agent-ASTM C494 I 3X3XO.093 3X3XO.093 3X3XO.093 v.Clean Potable comer °D POST POST POST POST vi. Other admixtures not permitted Q r w b.Metal accessories shall conform to: f- w I.Reinforcing Bus-ASTM A615,grade 60 U ii.Welded wire fabric-ASTM A185 W LA ¢ won on c.Concrete slump at discharge chute not less than 3"or more Nmn 5".Water Y F A added after batching is not permitted. - c7 0 d.Prepare and place concrete per American Concrete Institute Manual of n• v Ow Standard Practice,Parts 1,2,and 3 including hot weather recommendmiow. e.Moist cue or polyethylene curingpemritted. A-2 DRAWN BY E Prior to placing concrete,treat the entire subsurface area for termites in TP compliance with the FBC. 7'-0" 7'-0" 7'-0" DATE DRAWN g.Concrete shall be placed ova a polyethylene vapor bonier. h All aluminum components embedded within concrete shall be coated with a p 02117117 y,7/�7 bituminous paint or epoxy. THESE PLANS AND ALL PROPOSED WORK 7r 11��`- Uy� REVISION 7.All flashing and weatherproofing shell be provided by the contractor. "ART',SUBJECT TO ANY CORRECTIONS ST.LUCTF COLTtinry(=n]V(SIO\ s 8.Derr location shall be determined by contractor in the field.' RFVTFIVLD FOR COt LTA:\CE _ 9.Use oflume plans acimowledga and accepts a limit ofliability,not to exceed REQUIRED WFI€LD INSPECTORS THAT REVILAVED-Y _ design and engineering fee. �s ��IWAY BE NEGFOSARY-M ORDER TO DATE J SNEE NO: PLANS AN PERMIT MUST RE I{EPT ON JOT; C �1PLT(1NCTF�ALL APPLICARI.F C*ODE8, OP NO INSPECTION WILL BE AL09, A — ALUMINUM MEMBERS DIMENSI( HOLLOW SECTIONS �l1 '."i 19 _..Cr'±., ."5 F:3..: 2x2:T'x2"x 0.646" I.. �';::.i {+ 2x3:2"x3"a0.050" '`.1f:•�u �ri� ``•`\`'� ••v'Vj(�'i Zx4:z"x4"x O.OsO^ I II,' 5i:.. �j: �' \,••"• .�. Vn�: 2x5:2••x5"a0.050" OPEN BACK SECTIONS d; 1`•W Q— Ix2:1"x2"x O.040" Q O: I x 3;I"x 3"x 0,045" o [� > z I SNAP SECTIONS I I (4)912 x 314"SMS W/ j�'•, ,•'�Gj�: I 2 x 2 Snap:2"x 2"x 0.045" 2 X3 Snap:YxJ"X0.050• I I 3'x3'xO.093" EOPRENE FACED ��/ •• •,.••O!, 1 POST WASHER EA PANEL [[ 2x4S.P:2"x4"x 0.045" I IIIIII SELF MATING(SMB) I PROR IONALSFAL 2x4SMB:2"X4"x0.044"x0.1GO" (2)318"DIA.CONCRETE I I j 2 x 5 SMB:2"x5"x 0.050"X0,100" SCREWANCHORS 2 X 6 SMB:2"x B'X O.OsO"X O.IZO" (3"GONG.EMBED) 1NTERNAIff E-XTRNAL 2 X75MB:2"xl"x0.057"x0.120" I I 3'X3'x 7/8'E%1TLUOEO 9"x 12'RISER 2 x B SMB:2"x 8"x 0.072"x 0.124" POST BASE wf(2)ya O 2x9SMB:2"x9"x 0.072'x 0.124" I I DIA MEW PANPANEL O ui _ LJ d 2x10 SMB:2"x10"x0.092"x0.398" (2)3I8"OIA W THRU BOLTS LL ( Z 9 MINBdUM FASTENER EDGE DISTANCE:1!1' S MIMMUM FASTENER SPACING:3/4" • cr 'd.'1•. A' O CONCRETE SCREW ANCHOR: ," Yx4•SMe W SIN4PSON TITEN HD OR EQUIVALENT ••4••• _Z Z 5 SHEET METAL SCREWS(SMS): •• 4� POBT x0.093' 22 ITW l BUILDEX OR EQUIVALENT l7 p w �d B 3"x 3"POST TO CONCRETE CONNECTION DETAIL. SCALE:Nis S ISER PAN ROOF TO POST CONNECTION SCALE:NTS A-2 Z�u 9 J lu Lu =J LE{ 0 Z cn o t Lf)Lu:I a (4)#12 x 3I4"SMS Wf FLASHING a NEOPRENEFACED FLASHING WASHER EA PANEL (4)#12 x 3/4'SMSWI NEOPRENEFACED 3'x 7Y RISER W RISER PANEL WASHER EA PANEL PAN PANEL p 3'RISER PANEL 34 a 1 Q u —— K Z N 2'x 7'xo.oac ///'/J I 4)#12xy4°SMSWf ENO BEAM _ EXISTING I ( •I BUILDING 3f8"DIA THRU BOLTS I - Q U W NEOPRENE FACED EXISTWG ' W U WASHER EA PANEL BUILOWGJ1 11R'x2 U8"x11R"x 006Y I 121 TOTAL I ( W ALUM RECEIVWGCHANNEL W Z a N j (2)31W DIA Wf(2)#12 X314'SMS EA CH I I I 71/2'x21/8'x712'x Q03YALUM �,1 tipm jTHRU BOLTS TIIRU BOLTSIDE OF S::THE POST () T Yx4"8MB I I I RECEIVING CHANNEL Wf 2 I y8'DW THRU BOLT I I BEEAM 6(1)yB'DW THRU BOLTS 3'x3"POST - (2)TOTAL I I Yx4"8MB I INTO POST DRAWN BY 2"x4°SMB I I I I TP 3"Y3"x0.09]' I DATE DRAWN POST 02/17/17 ' REVISION. _A-2 BCALE:S', ISER PAN TO POST:M NTS 47H WALL DETAIL S-2 SCALE:NTS ISER PANEL TO CORNER POST Cal 4TH WALL DETAIL S-S RISER PANEL TO CORNER POST CONNECTION f A'2 A-2 SCALE:NTe HEET NO: A-2 I.. 0m = Tm p xN I I o D Cn .� w� N>o$ zrr, :N m o•nH� I Lis n 'W4 I _ - 0 Z A Z o No.46043 ' D m o PROJECT ADDRESS: SUNCOAST ALUMINUM ENGINEER OF RECORD ~ m m c PYLKA ENGINEERING,LLC. •i s 'S STEVEN MORAGA P.E. --A '. 17—/ ' -I 3fi30s9msTRw RORTHSUrTE701 45 GRANDE CAMINO WAY 3aFAMATER R.33760 0.UCQSENUMBFR 61fi09 %O STATE OF /CI W a p Z FORT PIERCE ' T Z N FL 34951 �Maj OM THOMAS P.ARNETi,P.E. '��s•'.FCORiDP•.`•'`G�=; Z RnamAUmaF5:Gf7d863 Fl.UCBWKUMaM46l➢ - �-1/1, NITf'I[1 RF RFP(iNLLLTNIN WRIII F[IR IN P�R�WRIlMR716 WRRTFN PFNYICCIM1t1F SIINIYfdC.TYIR@RN FNC.A6FRWr:IIC ©[S]PVR113f1f (�Il�lt