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2302 W Oceanwalk Dr 2013 sunroom ,•X 2"OB O PERWIMR 2-110 S.M.S.FROM INSDE FACE Or ,' Typical Cage Bracing Ig Details. .. NOTE/I: USE J(•!X 3- LONG LAGS INTO WOOD HOST POST INTO SCREW SPLINES OF HOLLOW .. 1 AND 14•.X 21(" LONG CONCRETE SCREWS INTO FART(1•EMBEDMENT MMLIUM.) CONCRETE OR MASONRY CONSTRUCTION 0"EMBEDMENT t 2'X 2'HOLLOW Triangular plate TYFMCAL)/SPACING 24•-O.C. AND WITHIN 6. OF EACH HORIZONTAL LOW W/8 - #10 sms. PER?ENDICULAR MEMBER : 1•x 1"X 1/16"ANGLES 2•LONC WITH 2-fb X 1/2• LONG S.M.S. AT EACH LEC TYPICAL EACH SDE, TOP •' ""' ~"' i +I. 5-3/4" X 1" x 1/8" Gaiv. Strop Plate ti «BOT,OM). Cable required when enclosure SEL`MATING POST OR HOLLOW POST Z- 5/16" Anchor bolt (Expansion Solt) a extends more than HosT.'sTRUCTIir � :. E�EME► :- J : : .: . c�2 2—..t fq-"x 20 5/5 Gable Qv :C.KSe-T 18' from host. ; - _ One pair of - Galvanized Shap Detail for every 300 sq. TYPICAL 1 x 2 TO HOST AT CORNER TYPICAL CHAIR RAIL TO POST DETAIL r wall surface area. Camelbock With (2) 1/4" x 2" Cont.-rte " NiCO. Sleeve • Post � 5/5 Cable - 5/5 Gabl Quicksete FAM PEER06°NOW 011.1°` 1"x 2"cont. 2"x 2"x.125 angle .• .; , • •X 2 HOLLOW HORIZONTAL w/' "tapcons i each side post , ( » Now p: USE%"e X 3"LONG LAOS INTO at 24 0. C. 2 - #10 x a14"sms M �r'wjj •Cable � •^ W000 Host ANo 1f•/X 2%- LONG into post and ti4 X/ZPGAME L SAGK G'ET,� I l,. y, NTO y ` WO cnON tai-�EDMMEENT " tapcon w/2"embed � "� l7ELK C.`I�f ri YPI TCAL)/SPACING 24- aC. AND WITHIN 2 Min 6.OF EACH PERPENDICULAR MEMBER -01:7•• 017 AI-166e1,�R Looped Cable Detail EAGN POST W SiZE NOTE: 1.se*tapping sms snail be stainless steel or zinc coated. IEW 2- r To s.M.s.FROM INSIDE rA i OF I x 2 Da INTO sCRNS SPUMES 2.Members shall be isolated as recommended to prevent ewrlosion. I OF HOLLOW CBCT(I-EMBEDMENT : . . .. MINIMUM.) - .. General Notes and Design Criteria: a �_ 1. A screen enclosure is designed to be attached to a.permanent structure of adequate cap z 2. The contractor shall verify that the host structure is in good condition and of suffident s o TYPICAL I x 2 TO HOST AT GIRT TYPICAL POST BASE DETAIL to support the proposed addition. - 3. The 2010 Florida Building Code is the basis for design wind load as per Chapter 20, Tabl pQA 6. 2002.4. A Pile Type Footing. 4. Maximum purlin spadng is 7'-0". Internal lateral bracing required for spans over 39 fee C) o TYPICAL FOUNDATION DETAILS 1 S. Mean roof height shall be less than or equal to 30 feet. The height of the screen shall n t exceed the height of the host structure. 0 Ribbon Footing Slab on Grade Slab With Thickened Edge 6. The exposure category Is per site location. "C"for structures along the coast and "B" Ila �+ Zoo Psi r-r�E�r O w fL�pPyl FiFircR_ 2�oop5, FIp,>ri;.� nl>' �i�F o� 6 x 6 10/10•WM._ others. A a i>ar-ov - 7. The spans are based on open building classification. The typical details shown are Inds A I /" - standard Installation. 'N 6 x 610/10 WM 1 >0 8. Fasteners shall have a head and/or be provided with washers not less than 1/2"(13m diameter for decking and siding, e' 1 - #5, 2 - #4, -i2�--� or 3 43 MINIMUM POST SIZE AND NO. OF SCREWS 12" rebar cont. - Beam size Post size #s #io #14 PATIO/POOL SCREEN ENCLOSURES 2 x 4 2x4 10 8 6 2 x 5 2 x 4 10 8 6 Harold W Coffield PE 50407 NOTES: 2 x 6 2x4 10 8 6 1. Concrete shall be minimum 2500 psi. Cover for rebar shall be 3'. ' tiS" 2 x 7 2 x'5 14 12 10 2743 Anniston Rd 2. Fibermesh shall be used in lieu of welded wire mesh. 2 x 8 2 x 6 16 14 12 Jacksonville, FL 32246 - 3. Slab on grade shall be used for roof areas less than 360 sq. ft. or for posts with tributary areas 2 x 9 2 x 7 18 16 14 Phone—904-568-4112 less than 75 sq. ft. 2 x 10 2 x 8 22 20 18 4. Minimum slab thickness shall be 3-1/2'. - - 5. Foundation shall bear on compacted subgracie with 1500psi minimum bearing capacity. MINIMUM SPACING AND EDGE DISTANCES = '� 6. Pile type footing shall have 3/8"diameter rods 12"long thru Posts each way. #8 #10 #14 _ 7. Embeded aluminum posts shall be isolated from concrete to prevent corrosion. Minimum Spacing 5/8" 3/4" 1" 8. Posts supporting carrier beams shall have adequate foundation for hold down capacity. Min. Edge Distance 5/16" 3/8" 1/2" A minimum of one cubic foot of concrete for each ten square feet of screen roof. Typical Super Gutter to Fascia Detail BEAM STITCH SCREWS 0 24"O.C. 2"X 2"PURUN(MAXIMU TOP AND BOTTOM(010 SMS TYPICAL) PURUN SPACING 7'-0") GO1�trt E G-r 1O1�t SI M, (2)0-d (2) at Each 0*utter/6r=e Carrwdkn _ 2' 5.M.5, Gutter Br=e at Each Beorn —— ——— 2•#10x1/20 5.M.5. at Eaeh 8roce 2'X 2"PURLINS ATTACH TO BEAM W/2 410 x 1-1/2"LONG--} SCREEN ROOF BEAMS- SIZE SMS. (MINIMUM - TYPICAL) ' PER TABLE 101 /1MAXIMUM 2 EACH(MIN.) #10 X 1 1/2"LONG SPACING 8' - 0.O.C. S.M.S.(TYPICAL)INTO SCREW BOSSES. - SECTION OF CONCEALED FASTENER CONNECTION 1"X 2"OPEN BACK F � TO POST WITH (2)#10 • • i 2" X PURLINS ATTACH e o I 70 BEAM-W/2/10 x Fl"x 2 1/8" x.062 • • • I 1-1/2"LONG S.M.S. RECEIVING CHANNEL I (MINIMUM- TYPICAL) ALTERNATE CONNECTOR ." ° 1".%2" OPEN BACK.FASTENED 1 i BEAM STITCH SCREWS 1"X 1-X 1/16"ANGLES 2"X 2-PURUN(MAKIMUM TO 2 X 2"WITH 410 S.M.S O I' I 24 D.C. TOP AND BOTTOM 2"LONG BOTH SIDES PURUN SPACING 7'-0•) ° ESdstirlp Woad Earve Fawla '24•D.C. TYPICAL) 1 1 (#10 S.M.S. TYPICAL) On Truasea at 24' O.G. I I —__- o o --—= n ° O� 12EG. Ch&YW cn 5 am to Cauttar Cwn=tionU44+01(74 ' 1 �EAr s ___= O O = an B=h 51de Pos-r Ela.o.=scrtc-.mss 5HE1:c t S1rGG�E t�E�Ni (4)48 S.M.S. INTO BEAM (2)sPa S.M.S.INTO -EACH"_(TYP) EACH SIDE OF PURUN 'L_#i p x /.�-" l�&-li'D S .rrt ��R11cE AT �tcN h-'l TYPICAL POST TO BEAM CONNECTION SCREEN ROOF BEAMS-SIZE �A'T {-I�SLFV1/AY P©(►-�T BEARING WALL PER TABLE 101 /MAXIMUM SPACING 8'- 0•G.C. 2"x 2"x.125"angle $ • P`>E,AII"•�t r7 (1jBQt>�5 2"x 2"x.125"angle SECTION OF ANGLE OR CHANNEL CONNECTORS each side beam W/#10 S t DE W A L.LS" g SMS In both members. each side girder with o 0 0 0 #10 SMS into girder, PURUN TO BEAM CONNECTIONS � ' 0 ° O ° O O O 4 ° J J 0 Attach to wood ° Q 0 w/1/4"x 3"lags ° ° RECEWING CHANNEL Q O O W1(3)#10X3/4•INTO O rI GIRT EACH FACE 8(3) I ° #1ox3/a•INTO UPRIGHT J 4 Aium plate .1z5"thick ♦� HOST STRUCTURE both sides w/+o-F t4 __ Girder shall be one - - sms each member. ———— — —— size larger than r tributary beam. SELF-MATING BEAM Attach to masonry. Seif-mating beam w/1/4"tapcons with min.2"embedment. SELF-MATING BEAM SIDE PLATE CONN. 2`X2"OR 2"X3"MEMBER (4)610 x 1 X"SMS INTO SCREW BOSSES TYPICAL BEAM AND GIRDER DETAIL I I TYPICAL GIRDER TO HOST WALL Detail applies gable,;hip, dome, and mansard connections. I Plate may be internal or external. Use .125"plate and 12- #14 i SNAP OR SELF MATING BEAM sms for 2"x.9•and .25 plate and 16- #14 sms for 2"x 10'. ONLY PURLIN R �PURLIN OR GIRT TO BEAM OR POST DETAIL PURUN DEPTHx 2"x 118 so32- ANGLE EA SIDE IODEh PURUN DEPTH X 2"X.083"6032-H32 2" X 2" PURLIN MAY BE INTERNAL CLIP W1(4)#10X3/4"TEK SLOPING OR HOR1zONTAL -� PATIO/POOL SCREEN ENCLOSURES 2•x 3"EXTRUSION COVER PLATE � • rxz"Xjy'ANGLE WITH LEG EACH J Harold W Coffleld PE 50407 EACH LEG EACH SIDE 2"X2")W INTERNAL ANGLE WITH(2) o — I #m x�"EACH LEG EACH 2743 Anniston Rd o SIDE NOTCH POST AS REQUIRED I 2"X_SMS Jacksonville FL 32246 SEE SHEET FOR— 2- X 2" x 1/8- ANGLE I I slzE Phone—904-568-4112 = - END WALL COLUMN HATH 2 #10 S.M.S. IN UPRIGHT EACH LEG, J _ END WALL PURLIN CONNECTION DETAIL 0M. SLOPED PURLIN CONNECTION DETAIL D►AGotJA.t-. (lora=l3�AG�5 ATS lh/�2-#to SMS �H E NR rL__, 1; 01G 8c2iSTENgD y,i 4•lAG-BOLT ivi l y ' T �.x •. FENDER.WASHER 12' 3�F112'-PAN .' s %.x 4 TFIRU-BOL FEN fr7R POF,Y•ROOP ,: :1112'PAN rENt' y x.4''LJCa BQLT,.L2►�. (3)/tl;x yz.' wl I Y.•F-ENDER- OR PflIY-RAOF O.G.wJ('/j�PEf7Rf=R" TEK5,PJ�Cf� WASHER 24• (3)#O x POLY ROOF' WA$MQL'�OR; : itOOP'PAN O.C.FOR Val TEFS HOtt_Rf;!CjF PYjIC POLY-ROOF !x 12'"PAN EACH 4 x ' j3)'i8`x: •TE/x 4FOK (3)Ib x lei NON�INSU(ATED BOOP 4*•.oR•. ROOF 3�IrROOP PA �Qt ' PAN PAN. TTiRlJ 8GLT3 Ft3LY,ROOFHCMI-IN3UL)fT9 ROOF PAN'` " � /'-OK FOR (2) •2kP05T POLY-ROOF NON- THRU NON-tNSULATED . OR3 x 3 INSULATED EACH ROOF 4 x 4. WOOF POST 6 x 6. 2 x 2 x mom POET lisb.002S U-CUP w/ 125 HALF Q' 1ANNEL OR 242'` /I Q( HOLLOW MAitED TO 11%2* 3/e:3'/i.4yS•.GYV / NC7TGHEA vottm ANGLE W ! S.M.B.` 3GRC.'N Q 1/1NNl;L w/I J O x2' THRU-BOLTS(2)J . TO S�GRtYNB OR(2) /I O x Vs'.- 2 i SIA.J YE /rlOx2'INfOiNAI TEKS 12' BEAM See 2 x 1175Tti:9 x 9; 3:N:(S:`®24.O.C::f 1512't. THRU 21 BEWSIGREW`�M I x2 O.G. SCHEDULE 4 x 4.OIC�x 6 2512'`�213•EDGE'BEAM) rcs� POST TOP 2x2 l'URUN FOR T jllk2!'t'25cS' a*$A!=GE rom" RPO`F;2 r 2 (x 2 OR IWUNE 2 x WIDE CAN`EE' POLY-ROOF HOST:2x 6N41' BUM SIX NOTCHED (47.(n.OR(A DfTR110lD GUTTER 5GHED= TO CENTER ALSO) SUBfi/uC1A- RlYSUIRED .2x2'1:1),2 Wt1EN.. _ MATED 4 EICSTING CONTINOUS WRUDED OVrm 2x3 OR 34 OR 01 AL2'5.M5. CONTINOUS •MASONRY WALL HEADER ATTACHED l IS r• O?r 41 .)' 7 c 4z4 PCST' �:24`•O.C. I x2 SCRtI`IJ �! 'EOUAL5-2'x3" 0-mNa: E>1TRUCEG - - • 4 x 2 z' - I � POST . CiRSTUCGO � (2) V Y . HEP DERfPSTFNt !` WALT TMAN-i j/e' .,.,:• 2 x72 n•',�;: INTERNALY I Z'O;G:� NCJTE NR. TM"OK. ..' 25'ANI L'E. I _ADD 2/nd ,SCREWED THRU 35112•PAN Olt x'3•lAG Y' 3V 3yz /''7WGLE ON POLY-RAOP �TQISDED WALL �M O bR• ON EAQI p. p' /' SIDE Of PQ6T'. ADD 1 x 2', 3"PAN ROOP .' SIDE Of.��..'ll:.. FLOOR. �(2)'!I O x I Val- ANGLE 70 WALL OR 3'.4!,6•,-r' RAFi62. 1/4 x 4 yt w/.V.x 2'(AGS b POLY ROOF TMRUBCNTS .' 1ST mf(2) 2' � 5.A715:QRTOP. TO EACH STUD :'.�.. '✓,x2�Q..r P©5T OR OF I xi TO '�(••x 2)�e'DRIVE PIN.TAPCON. THEN SCREEN USE ANGLE WMERP UJ-BOLTS :, CATER• BOiTOM Of T-BOLT OR LAG SCRL1hR fRAME TO (3)110 i Val Tw FAQs P(Sjjx( PARIOUIRED bEK TO•- ! PCLS.T Is>Ib x jIx'TMS EACH'12•-PAN Olt ANGLE 12•PAN ORI I 0 x Ven _ _ tAGA w/110 x 311:1• '` t.Pt ON ORT-BOLT T#IR11'I i2 SCREEN CHANNEL TENS 12"O.C:.FOR 2 x 2 x.125 ANGLE EACH 24"0. .+F•W(THIW 6"OP EITIIERSIDE Cif PLAT #.;I O x%-TE)': 12'Q:C.i©R. . . _ TUS 12'O.G. µUM:P05T CAST BASE iJ POLY-ROOt! POLY-RIJOP SIi x.2 't�DRlVE"PIMSOR.:/a'i<2 SIDE OP-PAST W(I1.`:Yil:.2%z' y'.T11K.oNs flR�4'-x'2�• DRIVE PINS OR'. x 2 1L; T-B6)Iti'S TAPCON5 OR' 4.x,2 %T-BOLTS GHAIRRAIL ATTACHED TQ PO5T Upright To Base And To Beam Detail Ro. f AnchoringDetails #XA'S.M,S.Spaced GMAIRRAII. INFERNALLY"nY MItJ.Of(2)•I IO x r Comppsite. Pans 8•(J.C,Both Sides Caulk ACt1ED TO 5.M5.INTO SCREW G10OVEP All Ex{)osed SLTsw Heads T 1•x Z` _ Beam/Header Alternate Connection: (3)IB Screws Per Pan With Sealept ` I'x:0625, 1'Minimum Embedment Into Hesder ESltruded or Brake-Formed AIBP vW,(4) (2) R10 x 1'h'S.M.S.Into Pestle Through Pan Boxed(U.044"Min.Thickness) 7LC Screw Boss AnglePs Y Be SCZY2 CHAIRRAIL End With Min.1'h`Berriny.Leg. AR AO fjSu bstinkad ForinNrinal Existing Rafter Anchor 1`x 2'Plate To Strew Systems 4� P05T Concrete W/'/• x 2'A' ' Concrete Anchors Within #.10 x 1-'/,'Wood Or S.M.S.(2)Per o o Roof Panel Rafter 6.Of Each Side------�� —— Post And 24'O.C.Max: T11 1� Min.(3)#10 x.Yx S.M.S. #10 xxH'Wood Or S.M.S. Min.3`h"Slab 2500 PSI Into Screw Boss, 12`O.C. ,'F9 012'SAS,X31�pin Y x2'Extruslon Fxis ing Fada .:($QTTOM}/lid QD RI6B Conc.6 x 6-10 x 10 W.W.M. (1 tt.l.' r Or Fiber Mesh i-'/a In.In Concrx - x•::z�Loow"rmo ma WNW am (TOP) AG•LOW MAf0 M ANCHOR! y 18 x I/r WASHER HEADED .—CORROSIVE RESISTANT CAULK ALL EXPOSED SCREW SCREWS a 8.O.C. HEADS " ALUMINUM FLASHING - B EA M BEARING DETAIL SEALANT UNDER PUSHING LUMBER BLOCKING ID FR PLYWOOD]OSS BRIDGE PATIO/POOL SCREEN .ENCLOSURES Compote Panel 3-COMPOSITE OR PAN ROOF /�FILLER SLOPE � •'#1Dx 4''S.M.S.W/Sow (SPAN PER TABLES) / Fender Washer And Neoprene Gasket 12•ox.(,yp.) , REVISIONS COMPOSITE ROOF: —� — -- al;x7.1?LAG SCREWS W/ 1.114.0 FENDER WASHERS a • 8'O.C.THRU PANEL INTO 2.2 - n - Harold W Coffield PE 50407l ? = For Roof Parts: 2•x2•x 0.0W HOLLOW EXT. _ (3)-#BXL/j S.M.S. --- - -- 8l16'0x1'LONG(MIN.)LAG 2743 Anniston Rd Per 12'Wlde Panel(Typ.) SCREW rr JL ` EMBEDMENT NT((MIN-)INTO RAFTER OR TRUSS TAIL CONVENTIONAL Jacksonville, FL 32246 -- - . - NAL RAFTE0.OR TRUSS TAR Phone—904-568-4112 , Bearing 80am WEDGE ROOF CONNECTION DETAIL