Loading...
HomeMy WebLinkAboutEngineering 1 ' „CONTRACTOR:K&S INDUSTRIES DESIGN CRITERIA: Applicable Codes Regulations and Standards 1.The Sth Edition(2014)Florida Building Code,specifically Chapter 16 ci`l / >i ? •. .• t,2 StructuralDesign,Chapter20Aluminum,andChapter23Wood ?'"•�•i f ` i° ¢-Q••, = 2.AA ASM 35 and Specifications for Aluminum SWctwes,Part I-A of the $ l - Aluminum Design Manual prepared by The Aluminum Association,Inc. 4. v * F 0.4- Washington,D.C.,2010 Edition and the Guide to Aluminum Contraction in vONCEAI.EC FASTENERS OR ATTACHMENTS `� o' high wind areas,2010. P (Jl�. Z ! y 4: Q 3.ASCE7-10. ARE THE}RE$PON$16lLITYOFTNE ";gyp•. �•'�5`�. j Wind Loads 1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: Risk Category 1. dabk@dSiCdn�t�ea. _ 2.Basic Wind Speed,Table 1609C,'State of Florida Debris Region&Basic I Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:Vuia- 550 MPH,Ywso=116 MPH,as required by local _ . ❑ s-a' C-T iq .0, Jurisdiction. - A-4 K m 3.Exposure Category,Paragraph 1609.4.3: B A-3 t--r —i J -ru hi 4.Screen Roof Enclosure Table 2002.4 A-3 c I U. Foundation Desten ,j 'Euatin eaperete No edditiop¢l'coperete footing or slab tr required to txs rrn r-a d' / W 1 resist the loads imposed upon the existing slab by the proposed sic f 2 d 4 a construction if the existing stab is a minimum of 4"thick and In sound I condition,free from structural Cracking,spoiling,or other deterioration. -- specifications - t, - - SUB r31 W The following specifications a applicable to this project j ce " 1.Where concrete specifications are required,whether in the screen enclosure I h scope or not,by one or more regulatory agency,the following specifications 1, .ere applicable; § S a.Concrete shall conform to ASTM C94 for the following components: _ i.Portland CementType 1;ASTM C 150 t ii.Aggregates-Large Aggregate 3/4"max•ASTM C 33 ® t iii. g azrm1raining+/-I%-ASTMC260 ' v.Clem Potable agent•ASTM C 494 h - v.Clean Potable water permitted �-•---' vi. Ocher admixtures not I l r i b.Metal accessories shall conform to Z 3 ME i.Reinforcing Bars-ASTMA615,grade 60 t ~ ii.Welded wire fabric-ASTM A185 / X A-Q ` n Concrete slump at discharge chute not less than 3"ormore than 5". i axz rrr t N W t Water added after hatching is notpermitted. --tr-a•----� d:Prepare aad place concrete per American Concrete Institute Manual of Standard Practice,Parts 1,2,and 3 including hot weather A-3 reepmmendation. - THcSE pLi,NS AIdD AL PAGPOSED WOi1K e.Moist cure or polyethylene curing permitted. na•-a• £Prior to placing concrete,treat the entire subsurface area for termites -' ••°>ARE SUBJECT TO ANY CORRECTIONS a • in compliance with the FBC. _ _ rn O g.Concrete shall be placed over a polyethylene vapor barrier. e.-------^--------------------------------------- R IRED BY FIELD INSPECTORS THAT EQU 1N I•, h.All aluminum components embedded within concrete shall be coated H [m - .'MAY SE N-CESSAAY IN ORDER TO; us ? .. • with a biwminous paint or epoxy. CQMP41?WITH AlL APPLICASL�CO©E�,' o 'O W ' i 2.Aluminum extnuions shall be 6005 T5 Alloy Iyf l;.p-- - Zmr 3.Fasteners ace required to be corrosion resistant,minimum SAE Grade 2 or I ^ 5L=3 w axs sxs' Us an a' m beneizine plated to ASTM B633,or coated stainless steel series"300,'or IT - } k uncoated stainless steel series"400". ,,1� -5 A 4,AD Self Mating Beam Sections are to be stitched with either 014 screws 6' - .b II S - '}" l'V'3 J3 Vh'( ta1 F from ends and 24"center to center or#12 screws 6"from ends and 12"center ST.L110F,(7110 Ri]Il•nr 81DIVISION 0�g o to center. sits 90 9CI zss �' AFVTFI1TU FOR TPIPLL-t xE a .ma! 5.Screened enclosures containing swimming pools shall comply with the kBV IE�YE B]/ 1"1F` applicable requirements of FBC R4501.17 Residential Swimming Barrier fi txs ryr DATE �U( DRAWN BY requirements. PLANS AND PEIUAIT MUST BE KEPT t3?I 310 KN 6.Screen material shall be 18/14 screen.unless approved by Suncoast - `I Aluminum Engineering,LLC. A-4 \<^iS°."'.CT;.^.iY HrI1,I..«:S' G:,'s'. DATE 03/O6R/1AWN - 7.Door location shall be determined by contractor in the field. A-2 A-2 A-3 A-3 S.When installing pavers over concrete slab or footing which are supporting a'tt• e'-tt- e'-n' e'-tt• a•-tt• e'-tt• e'-tt• REVISION aluminum members,such as continuous screen tracks or upright,the pavers , must be bonded to the concrete with an epoxy,thiaset,or 3,000 PSI grout to ensure full positive contactwith concrete. ' 9,All flashing and waterproofing shall be provided by the contractor. ` sh¢rruo: 10. Use of these plans acknowledges and accepts alimit of liability not to ' exceed design and engineering fee. H^ Roof Type ' Roof Type:MANSARD' - - •ALUMINUM MEMBERS DIMEN'. .(S HOLLOW SECTIONS 1IB°x - `�`\ �� '•'`�"(�/,�� TEXLL • 2x2:2"x2"x0.046" ANGLE 5052 52 HJ2 ALLOYOY E EA 20:2"x3"x O.050' SLOE 2 x 4:2"x 4'.0.050" ' ' 2 x 5:2"x 5"x 0.050" —UPRIGHT 4' =a'W a '4D w �•:Q= OPEN BACK SECTIONS I N,'•> 0 1 x 2'.P'x 2"x U.040" ® - X- Z 1 x 3:1"x 3"xO.045" -•, °z R"O.B.BASE PLATE-TYP ` Gj jSNAP SECTIONS i� •.....••������ 2 x2 S-p:T•xT x0.D45" ''• // PR �� 2 x 3 Snap:2"x3"x0.050" ��� �oxz•tI fiAMIN EDGE DISTANCE FROM /Ill JII Il1LL I 2x4S=p:2"x4" .045" SLAB/FOOTING , - o".• EXTERIOROFCOLUMNT I PROFS SIONAL SEAL SELFMATINGISMBI SEE PLAN - �• OUTSIDE EDGE OF SLAB 21�TM 72xRT OR PURUN BEAMDEPTH 2.4S MB:2"x 4"x 0.044"x o.100 SIDE VIEW OR UPRIGHT DEPTH-trz7 j 2x55MB:2"x5"x0.050"x0.100" ,(1J 1R'DW THRU BOLTwINnOCK ALUM BACKING PLATE ILFI1 1 2X6SMS:2"x6"xO.050"x0.120" JAM NUT-IN LIEU OFNYLOCKJM/ 8063-TeALUMNWUM I 0 2x7SMB:2"x7"xO.057"x0.120 NUT:JAM NUT w1THREADLOCKER I til I 2z8 SMB:2"x8"x0.072"z0.124" (1)31W CIA CONCRETE 1 MAY BE USED ecsea I Mj O. 2x9SMB:2"x9"x0.072"x O.124" SCREWANCHORS I TGHTEN TO CONTACT-DO NOT (yl d 2 x 10 SMB:2"x 10"x 0.09T'x 0.39B" (2IW CONC.EMBED) OVERTIGHTEN __ LL MINIMUM FASTENER EDGE DISTANCE:I/2' _ __ I SCREW t SSES INTO O g Z CHAtlT RAIL MEMBER SCREW BOSSES MINEvfUM FASTENER SPACING:3/4' _ _ I I CC0 UJ Lu CONCRETE SCREW ANCHOR: a.•. '; Vx T BASE PLATE ANCHORED TO SIMPSONTITENHDOR EQUIVALENT' CONC W/1/4°CONCRETE SCREW ,Ur OX SHEET METAL SCREWS ISMS): - ", � • ANCHOft(MIN.tv4'EMBEDJ •ITW/BUILDEXOREQUIVALENT SLAB/FOOTING ,r •, W MAX EACH SIDE OF POSTANO SNAP OR SELF-MATING BEAM W > > SEE PLAN 24'O.C. NLY .. FRONT VIEW ' C PURLIN OR GIRT TO BEAM OR POST DETAIL z w B 2'x 4"OR LARGER UPRIGHT TO CONCRETE DETAIL q-2 scA,R.NrB J t A-2 SCALE:MSLLI Z 0 W Fdiil R F�+ U Z 'J SEE CALL-OUT BELOW FOR M OF SCREWS. Z(7 GG a R SCREWS SHOWNFORILLUSTRATME PURPOSES ONLY.00 NOT COUNT (A LLi SCREWS ON DRAWING. a T x PURLINS ATTACHED T 014 SMS 01 1/4-O.C. NOTE' BEAMW/MIN(4)Y70Y11R'SMS (20TOTAL) CENTERLINEOF BDITTO - PLACE WASHER UNDER SCREW g ANY FREE EDGE TO BE MIN I" Tx_SMBBEAM IN GUSSET CORNER _ F� NOTCHED OVER UPRIGHT Jb /i� 2x T'PURUN S I '(SEE A•1 FOR SIZE) i p10x1 VY SMS®1Cl ° (� O I FROMUPRIGHT 824'O.C. 3118'S052-H32 GUSSET 2 EXTRUSION In 0: ' CONNECTED TO LU EAVE RAIL(SEE A-1 FOR SIZE) i UPRIGHTTHROUGH INSIDE 0 i INTERNALLY SCREWTHRU BEAM SCREW BOSSES Z W m W/(3)NIOx 112 NOTCH FRONT OF UPRIGHTT i ,%/ ACCOMMODATE PURLIN < M- 5y',/ INTERNALLYSCREWTOUPRGHT Q y 7 1114'TYP EACH LEG W/(2)MO x 112"SMS B I EACH 91DE4•fi REWS SHALL b W J F m 1'zFASTENTO EAVE RAIL TYP FASTEN T EAVE RAIL W/ I I EN GAGE BOTH PURUN AND W= co Wf(2)R10 x 1 11T IMO I 5 �IOx 117 SMS SPACED 6°FROM. UPRIGHT CJ F-O1 SCREW BOSSES (1)7lC DIA.x212"TMRU BOLT UPRIGHTAND AT24'O.C. I O P� - W/NriOCK JAM NUT-IN LIEU 8 B' I OF NYLOCK JAM NUT.JAM NUT '� _ � M LL m 0_LL ' I W/THREADLOCKER MAYBE USED ✓X I 1' 1" T NOTCH®INSIDE OF I UPRGHT DRAWN BY 5 MIN I MIN UPRIGHT FOR BEAM S TP ' I NOTES: DATE DRAWN B 1. GUSSET DIMENSIONS ARE MINIMUM(2) 03/06/17 INSTALLATION REQUIREMENTS: Ts_SMB UPRIGHL REO'D-(1)EA SIDE OF BEAM-MAYBE BOLT I9 TO BE INSTALLED AS TO (SEE A-1 FOR SIZE) INTERNAL OR EXTERNAL REVISION NOT DAMAGE BASE MATERIAL 2. AS SEAM SIZE CHANGES,ADO - SUBTRACT SCREWS TO MAINTAIN 1 1M" L 00 NO OVERTIGHTEN. C/C BPACINO. _ 3. GUSSET LENGTHS REMAIN CONSTANT. ' WIDTHS CHANGE TO MATCH BEAM SIZE. ' SLOPED PURLIN CONNECTION DETAIL sHELTHo: rD UPRIGHT TO BEAM CONNECTION rF q_2 SCALE:Nrs E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL-RIGID MEDIUM A-2 sCALUNTS A A_2 scAEE:Hrs H 77T— S'WIOEx 0.126"'2.'BRACKET - NOTE: F,17 ®EACH BEAM ATTACHED TO (2)3/8"DIA x4•LAO SCREWS FOR FASCIA W/31B'x 3"LAGS(3 SPANSGREATERTHANW-U' - - L�• PER BRACKET)AND(1)316"li 3" - 2'x2"OR2"x3" I I (4)Y10x4"SMS THRU LAG®24'O.C.AT GUTTER, (1)318'DW x1°LAG 2'x 2"x 11B"s4'ANGLE (V th V LL, MEMBER PC"O"OCHAIR-RAIL 1's 7x0.044°OPEN BACK SCREW INTO EXISTING PROVIDE Y74 xl'04TOEACH _� 40 _ 5CST INTO SEB OVERHANOFRAMING MEMBERAS INDICATED O.:z 02 ( a )'- W/(2)Y10x21I1°SMS THRU 7" I>!: �r- OR RAFTER TAIL BELOW �Q (D BEAM INTO SCREW BOSSES - - N•J Zp' —� [rOIINSR POST (1)Y70x117SMS6° _ — --- - —/�j h (�0FROM BEAM AND 24"O.C. NOTE: / s •C/JCONNECTION DETAIL 'AT EAVE RAIL / PR SIMILAR Ph6ty ION4i15�AL " CHAIR RAIL TO CORNER POST DETAIL - MATING , SCALE:NTS - ELEMENT - ' CONTRACTOR TO VERIFY CORNER POST yj .. _ 2`x4•FASCIA-IFLESS LLl. �, I I O THAN 2'x4'FASCIA,2'x4' - 6 1/B'x2°x2'x2'ALUM SUB FASCIA SHALL BE' W a ANGLE W/(4)Y14x3/4"- 6-SUPER PLACED OVER,LENGTHEN 8083-TB ALUMINUM I Q ' SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY 4"z 4'x 1/8'PLATE I ,I LL (D Z EACHSIDEOFBEAM PENETRATE SUBFASCB\ MEMBER ASINOCATEED 014 x I-INTO EACH O ad 2'x 2'OR 2'x3" (2)Y70x 3"SMS THRU. IF OTHER FASCIA,ADD 7'x I K-BRACE: - O ' MEMBER. POST INTO CHAR44All' 0.082'BACKING PLATE ON • FRONT WALL:3`x 2`z0.050' W d 4°PT FASCIA wl 17 LAO a SCREWBOSSES INSIDE OF GUTTER �• SIDE WALL•YXY'x0.046' Z z BOLTS-1171NT0 TRUSS 21IB'x1 V8"x.082°(MIN.) TAILS-COUNTERSINK• - ' FLUSH.WHEN INSTALLING - I ALUM RECEIVING CHANNEL - 171Ap SCREWS. ——— Z r -- W/MIN.(2)Y12 x 314"SMS O x .I DOORJAMB. - PRE-DRILL w/3/8"DRILL TO W d �d PREVENT SPLITTING. BASE PLATE I I 2 a G GUTTER BRACE&MATING ELEMENT ATTACHMENT DETAIL H-� CORNER C-AB�R gE DETAIL J z CHAIR RAIL TO DOOR JAMB DETAIL A-3 SCALE:NTS _ A-3 SCALE:NTS z SELF MATING LA W:1F BEAM.. 2"x 2"x 118°ANGLEx B•LONG PURLN PROVIDE 014 x 1°INTO EACH MEMBER AS INDICATED 3 BELOW o WOOD ' I Y70z3"WOOD SCREWS,(r - - - 606.3-T6ALUMINUM N FROMGIRT.6®IYO.C. W Z CONC: 118°EXTERNAL BACKING PLATE 4"%B4 IlWPLATE 114"DUL x 3'CONCRETE (2)Y14x2"SM9 I W/Y14xfliNTO' Q 0 SCREW ANCHOR,B' I I DIICATEDBER A9 W m FROM GIRT&024^O.C. - 'Q 00 U - (4)010 x 1 1n°INTO DETAIL#2 ;' � SCREWBOSS K-BRACE: • F ' FRONT WALL•3"X2"x GE: - • i.I • I - W SIDE WALL•2•x2"x 004W • - I c o K tgz CJmO.J .. • • -- O.LL to LLLL GIRT •%�• I DRAWN BY 2`s 2"OR 2's3"HOLLOW K-BRACE: I • GIRT TP SECTION GIRT FRONT x SIDE WALL:2' 2'x C.046' Yx4°z 1/8"STRAP .• DATE DRAWN I 4'(MIN)UPRIGHT - -I 03/06/17 1^x z -REVISION i - 2°x2'XIIWANGLEOVERTOP I i OF EAVE RAIL WI14°DIA, IA - • THRU BOLT DETAIL#1 - - C+-1 1X2 TO HOST STRUCTURE DETAIL H'2 INTERMEDIATE K-BRACE DETAIL SHEET No: A-2 SCALE:NTS A 3 ROOF BRACING DETAIL A_3 SCALE:NIS A — (4)#14■3/4'SMS �\ �` •,-.• ✓/qq�i . - '.1%0'x2-XTEXTRUDED I INTO DJ V •I •'ANGLE 5052 H32 ALLOY : • m ^ U'i o,J= c:¢- q7 < c'?_ SLAB/FOOTING : LL2- FACE4mxrM �. ^O - I ,.•�-c)�`: SEEPLAN '':d .....•' I I + + UPPER 6° r PROSE SIONAL SEAL SUPER GUTTER SIDE VIEW • I I (1)3W OIA.CONCRETE O W 11?x21/B'x11?xCG40" SCREWANCHORS I I 2'xYDJ ALUM RECEMNG CHANNEL I - (2 V4°CONC.EMBED) - W d W!(3)W2x 314'SMS INTO m I I ' I K �Fjr� MSSMB EACH 6 __ _� I LL 3$ fi] 412 x 3/4-INTO GUTTER OR y UPRIGHT O Q LLJ Lu I I 1'xY BASE PLATE T Z Z;J `S ANCHORED TO CONC W11W (D ICI( 2 CONCRETE SCREWANCHOR �+ Z > r (MIN.1 114'EMBED) •,1•' W G! E d> "YR1 S.MAX EACH SIDE OF POST �• AND 24O.C.MAX '4 0 +.. ••• - .A �' F�i iOl II o FRONT VIEW =I I =I 9 u g w—,, DOOR JAMB TO CONCRETE DETAIL SCALE:NTE ¢z TO BNGE INAS STALLED FORSCREENI NEEDED Lu 1-x Y O.B.FASTENED TO CORNER Z POST%Vfl2xl 1/YSMSATWFROM UPPERS I I TOP&.OTTOM RAILS.TYPICALLY® Z W [1 Y'x S'SMB ON OTHER SIDE _ SUPER (A Lu OF2"xB"SMB UPRIGHT GUTTER 11W x 2"x Y EXTRUDED ANGLE 6M / BEYOND. CORNER P09T H32 ALLOY EA CORNER WI(2)014 x7 I EMS INTO POST A(1)311'DIA S IB' CONCRETE SCREWANCHOR INTO $• CONCRETE (2)010xI IrY SMS —— SEEDETAILCIA-2 THRUSCREWBOSSES ( FOR CHAIR RAIL (1)319'DIA -LAG —— _tN CONC S CONNECTION SCREW INTO EXISTING 21/4'M I' I OVERHAND'TING 1. ANCHOR EMBEDMENT Q OR RAFTER TAIL SLAB/FOOTING • In cc • CHAIR CHAIR I SEE PLAN �r4 �. Ji• - CC UJI Z .. - RAR _ RAIL (] O I SIDE VIEW Q 03 U I I YxYx0.048'W(1) I CORNER POST W/1°.x2'® G�JJ ' MOUNTED TO FRONT OF S' - LU SUPERGUTTERW/ I (4)014x314-SMS BACKSIDE LY LX Q U3 01Ox3'024.O.C. INTO POST I I 31B'x LENGTH AS REQUIRED OW I I FOR21Po°EMBED CONCRETE a LL m 0C.E LL " - CONCRETE HOR INTO CONTRACTORTOVERIFY 1"xYBASEPLATE _ ___ _' DRAWN BY Yx4"FASCUL-ff 1E39 ANCHORED TO CONC W/U4" ;.�•; 1'P III THAN 2°x4"FASCIA 2x4' CONCRETE SCREWANCHOR ?I SUB FASCIA SHALL BE (MIN.11W EMBED) 'Q: DATE DRAWN A a PLgCE00VER,LENGTHEN B'MA%EACH SIDE OF POST 03/06/17 .LAG SCREWS TO FULLY AND 24'O.C.MAX I PENETRATE SUB FASCIA - •�-• 's?''• .• REVISION IF OTHER FASCIA ADD Yx •A'= W PT FASCIA WI I?'LAG S' 1 BOLTS-1 Ilr INTO TRUSS TAILS-COUNTERSINK FLUBH.WHEN INSTALLING 1r2 LAGSCREWS, FRONT VIEW (2)TRANSOM WALL CONNECTION DETAIL PRE•DRILLW31B"DRILLTO sHEEr NO: SCALE:NTS PREVENTSPLTTTING. CP-� CORNER POST TO CONCRETE DETAIL A-4 4 . A� SCALE:NTS