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HomeMy WebLinkAboutPLANSUMINUM SCREEN NEW CONCRETE 4" THICK 6" THICKENED EDGE 3000 PSI SIGN Scq St �4"o/o r FO 0041%, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION OF REQUIRED) CONCRETE SHALL BE A MINHHUM OF3000 PSI CONTRACTOR SHALL SECURE COLUMN BASE TO THICKENED EDGE ALUMINUMSCREENDESIGN.COM 1V111.A]Q1�GLhL� V�YALJlJ1V 5200aU I,' ALUMINUMSCREENDESIGN Co StJ�:L 250 @YAHOO.COM O PHONE #: 386-320-0256 FAX #: 888-923-8181 "r, ''P # 4 509 UMINUM SCREEN DESIGN 8" WIDE GUTTER BRACKET W/ (4)1/4" X 3" LAGS & (2) #103/4" INTO FRONT OF GUTTER BEAMTOFASCIA SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 1/4" X 3" LAG SCREWS 24" O.C. SMB 0 0 O O RESE PLANS AfID A; ARE SUBJECT TO A iEQUIRED NY FIELD • MAY BE PJ2'Gt88A IX2 ATTACHED TO BEAM W/(2)0102" I)MREC.CHANNELW/ INTO BOSSES. 2X2 ANGLE LS ATTACHED 3/4" SMS PER SIDE TO BEAM W/ (4) #143/4" &TO GUTIER PURLINS ATTACHED TO BEAM W/ (4) #10 2"SMS NOTES i4 I- GUSSET DMENSIONS ARE MINIMUM S"ONBOTHSIDEOFBEAM, MAYBE INTERNAL OREXTERNAL 2. AS BEAM SIZE CHANGES ADD OR in SUBTRACT TO MAINTAIN A I-1/4"O.C. i0 OSED wQ SSET SPACING REMAINS CONSTANT, ;O RFMInIJ CHANGE TO MATCH BEAM SIZE • BEAM TO WALL p p p 2X2IS ATTACHED TO STRUCTURE W/ ST. LI!Clr CnTl T q. r Imr nmsl N m O • 4"XItTAPCONS(#144"IF TO WOOD RCY)F%.cJri)STRUFROM ENDS 24"O.C. I�1E11'FD ItY0 • • DATEGLE IS ATTACHED TO eEAMPL,4.NS AND PERMIT ST BE KEPT NdOH, WITH (2) #14 P & INTO BLOCK WITIOR NO MSPECTION L BE MADE, 2-B4" X 1/4" TAPCON • I • • • ALUNHNWSCREENDESIGN.COM DESIGN STATEMENT METAL IS .046 THICKNESS ORGREATER, ALLOY IS 6005-TS 5200^YMM`7"`Yl0 ALUMINUMSCREENDESIGN ALLTAPCONS SHALL PROVIDE MINIMUM OF I I/8" EMBEDMENT DEPTH @YAHOO.COM SUIIEr2 THIS STRUCTURE HAS BEEN DESIGNED E ACCORDANCE SEMNCETO STRUCTURES S AND SHALL WITH IT THE ND (STH EDITION) i PHONE #: 386-320-0256 OH(FOR3SEIDABUBAINOCOINALSPPENANDSEUPTO STRUCTOFSANDSHACTOR F1.0,ADULTAISUREC.D ORL/ND C!32S°l SPEEDS OF I50 MPH (FOft3 SECOND GUSTS) NOMINAL SPEED 117 MPH W TO A ISFT ROOF HEIGHT, FACTOR OF I.O, AND EXPOSURE C. R15K CATEGORY 1 7-509 FAX #: 888-923-8181 CONTRACTOR SHALL FEED VERIFY ALL PLANS DIMENSIONS PRIORTO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONCRACTORSHALLNOTIFYTHEENGINEER IMMEDIATELY SHOULD SITE CONDITIONSDIFFERFROMCONSTRUCTIONPLANS C' no -An ALUMINUM SCREEN DESIGN SLOPED PURLIN CONNECTION DETAIL DOOR FULL Z OR PURLIN '. DOOR JAM STANDARD 23M POST ORDOORJAMB 2X2 TOP PLATE IS ATTACHED TO 2X2PURLINMINTO WTTHN THRU EMBOSS BEAM INTO PURLIN ENIDOSS E W/ (4) #14 3/4" 1X2 SNAP LOCK TO 2X2 TOP PLATEEMBER PER SIDE er]DNMT W/ (4) #14 3/4" MBER PER SIDE O 2HINGE DOOR yoy 30"T036' z N FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVERUPRIGHT EACH DOOR IS SCREWED INTO UPRIGHTS WITH#14 3/4" SCREWES 24" D.C. TO 2X2 TOP PLATE TO UPRIGHT W/ WIND BRACE DETAIL OSSES L@0 2X3 WEND BRACE IS BLBJD SCREWED R UPRIGHT eDTO ALUMRIUM STRUCTURE WITH OLT W/ LOCKNUT ' #102",ORT0ENAB,EDW/(3)#102° ROOPBEAM ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT ICHAEL,iQN METAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-TSFILE COPY 520'0Ak' E - ALUMINUMSCREENDESIGN AMTAPCONS SHALL PROVIDE MINIMUM OFII/8" EMBEDMENT DEPTH n ll ?�y'y'yOj @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUE ER4ENT50FTHE 2014 (STH EDITION)�yy. FOR OPEN AND SEMI STRUCTURES AND SHALLWITH STANDULTIMATE WIND ORLA A''O}1 - PHONE #: 386-320-0256 OF THEFLORIDA BUILDING CODE -OPEN SPEEDS OF I50 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FF ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1 ,� n `4/ 0� n FAX#:888-923-8181 CONTRACTOR SHALL FIELD VERIFYALLPLANSDIMENSIONSPRIORTOMATERIALPURCHASE,FABRICATIONANDCONSTRUCTION n e THE ENGINEER IMMEDIATELY SHOULD SITE DIFFER FROM CONSTRUCTION PLANS CONTRACTOR SHALLNOTIFY CONDITIONS �L'xf� 930 MINUM SCREEN DESIGN NOTES 000 O �i� O 0 �. 0 000 ��� COMPRESSION 1/8" THICK ANGLE BRACKET BLEEVE ATTACHED TO UPRITE AND GIRT WITH (6) #14 I - CABLE DETAIL I K BRACING DETAIL 9 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE /=uABLE 1 WILL ORT 227.5 SQUARE FEET OF WALL ARFA SIDE VIEW 45 DEGREE 45 DE COMPRESSION SLEEVE 3"AS.TM A-36 STEEL CLIP WITH 2 21/4"Xl/4 TAPCONS M 1/8" STAB4LESS STEEL CABLE IT TO 14' 3"A.S.TM A-36 STEEL CLIP WTPH2. 1-12"XU4" TAPCONS ((2) 0142" I"TO WOOD DECK) �R7r, ALUnIINUMSCREENDESIGN.COM DESIGN STATEMENT SON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-TS QW-INEi ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OFIIB" EMBEDMENT DEPTH @YAHOO.COM THIS STRUCTUREHAS BEEN DESIGNED INACCORDANCETOMEEFTHEREQUIREMENTS OFTHE2014(,,,,,..FILE " Y PHONE#:386-320-0256 OFTHE FLORIDA BUMMING CODE FOROPEN AND SEW -OPEN STRUCTURES AND SHAM WITH STAND ULTIMATE WIND O y 0,1I 318'11 SPEEDS OF 150 MPH (FOR3 SECOND GUSTS)NOMWAL SPEED 117 MPH UP TO A I5FT ROOF HEIGHT, FACFOROF 1.0, AND EXPOSURE C, RISK CATEGORY 1 �,.{ E: �# 47509 FAX#:888-923-8181 CONTRACTORSHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIORTO MATERIALPURCHASE, FABRICATION AND CONSTRUCTION CONTRACTORSHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFERFROM CONSTRUCTION PLANS UMINUM SCREEN DESIGN SIDE WALL DETAIL 1X2 IX2 SNAP LOCKTO 2X2 TOP PLATE a OE WALL UPRIGHT K���...�� �aa P08 00 O my E M SEEGENERAL NOTES DESIGN STANDARD FORADDITTONAL - INFORMATION 2X2 IX2 BOTTOM PLATE IS ATTACHED IX2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2-1/4"XI/4" UPRIGHTS WITH CAPRI CLIP WITH (5" X 1/4" IFTHRU PAVERS TO FOOTER) #14 314" OR BLIND SCREWED WITH (2) TAPCONS 6" FROM ENDS 24" O.C. #10 2" PER SIDE CHAIR RAIL & KICKPLATE DEPAH. 2X2 CHAIR RAIL IS ATTACHED TO KICK PLATE IS ATTACHED TO STRUCTURE WITH 414 3/4" 6" FROM ENDS 18" O.C. (5" X 1/4" TAPCONS IFTHRU PAVERS) (#10 2" IFTO WOOD DECK) SCREW CONCRETE ANCHOR 6" FROM UPRIGHT24" O.C. 0 � MIN 4" SLAB 250D PSI CONCRETE W/FIBERMESH 0 �L.UMINUMSCREENDESIGN.COM DESIGN STATEMENT opy METAL I3.046 THICKNESS OR GREATER, ALLOY IS DOES-TS ILUMINUMSCREENDESIGN ALLTAPCONSTAL S.046 PROVEDE THICKNESS O MINOF IMUM 1/8-EMBEDMENT] LLOYISEPTH D,YAHOO.COM TIES STRUCTURE HAS BEEN DESIGNED IN ACCORDANCETO MEETTHE REQUHtEMENTS OFTHE 2014F5.1 'HONE #: 3 86-320-0256 OFTHE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCI ORES AND SHALL WITH STAND AX#:888-923-8181 ac , SPEEDS OF�O�RHC(FOR RSHALLFfflAND VERIFYALLPIANSDIMENSIONSPRIORTOMATNOMINAL SPEED 117 MPH UP TO A 15FT ERIALPURCHASE,FABRICFACTOROF ATIONANDCONNS EXPOSUREUCTIONCATEGORY I CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS UPRIGHT SHALL BE STITCHED W/ 914 X 3/4' SELF TAPPING SCREWS 12" O.C. TYP. CA#3 UMINUM SCREEN DESIGN FILL IN DETAIL 2X2 POST.046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOORIAM STANDARD DETAIL EACH DOORIS SCREWED INTO UPRIGHTS WITH 010 1" 6" FROM ENDS 24" BOTTOM PLATE IS ATTACHED TO OCONCRETE WITH 2-1/4" X I/4" TAPCON (5" X 2-1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. QALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-1/4"X1/4" (#102" IT TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO ALUMINUM FRAME WPTH 2 #101" © &12-1/4"X1/4"TAPCON PER SIDE CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER. - BLIND SCREWED WTTH(3)#103", CAPRI CLIPPED WITH (4) #101"PER CLIP BLIND CLIPPED WITH (4) #101"PER CLIP ® KICK PLATE IS ATTACHED TO STRUCTURE WITH 010 1" 6" FROM ENDS 18" O.C. bIINiJMSCREENDESIGN.COM DESIGN STATEMENT ,��r� METAL IS .AL THICKNESS OR GREATER, ALLOY IS6MENT COP) 1Y11LV V 1YISCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 11/8"EMBHDMENT DEPTH moo.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 ( [CIE#: 386 320-0256 OF THE FLORIDA BUILDING CODEFOROPINAND SEMI.OPEN STRUCTURES AND SHALL WITH STAND UL A'PEWBND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS)NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOROF 1.0, AND EXPOSURE C. RISK CATEGORY 1. #: 888-923-81.81 CONTRACTORSHALLFIELD VERIFY ALL PLANS DIMENSIONS PRIORTO MATERIALPURCHASE, FABRICATION AND CONSIRUC ION CONTRACTOR SHALLNOTIFYTHE ENGIJEERI Mv1EDIATELY SHOULD SITE CONDITIONS DIFFERPROM CONSTRUCDON PLANS UMINUM SCREEN DESIGN NEW CONCRETE 4" THICK 6" THICKENED EDGE 3000 PSI [81905I ALUMI UMSCREENDESIGN @YAHOO.COM PHONE #: 386-320-0256 FAX #: 888-923-8181 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI CONTRACTOR SHALL SECURE COLUMN BASE TO THICKENED EDGE MICHAEL THOX,iPSON 5200 VINELAND RD. ' R=SUITE 250 'ORLANDO, I'L 32811- x'P:E. # 47509 ALUMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL SMB 1X2 ATTACHED TO BEAM W/ (2) 910 2" INTO BOSSES. 2X2 ANGLE IS ATTACHED TO BEAM W/ (4) #14 3/4" & TO GUTTER W/ (4) #14 2" THRU IX2 BEAM TO FASCIA (E 8" WIDE GUTTER BRACKET W/ (4) 1/4" X 3" LAGS & (2) #10 3/4" INTO FRONT OF GUTTER 1X2 REC. CHANNEL W/ 1/4" X 3" LAG SCREWS 24" O.C. ITHESE PLANS -,i10 A,' ARE SUBJECT TO A %EQUTAEO NY FIELD 14AY 9E N tiF"s u 'GO'4AC�'N1T� A�' BEAM TO WALL tGaa-a 2X2 IS ATTACHED TO STRUCTURE W/ ST_ rn j, ,Ty nr 4"XI/4"TAPCONS(#144"IF TO WOOD BEVIFWil)rJia CO* STRUCTURE) 6" FROM ENDS 24" O.C. hcV,EWEEQ BY ��lJ DATE 44U 2X2 ANGLE IS ATTACHED TO BEAMPLA2SS AND PERMIT M WITH (2) #14 V & INTO BLOCK WITIOR NO INNSPECTION W 2-I/4" X 1/4" TAPCON PURLINS ATTACHED TO BEAM W/ (4) 410 2" SMS y NOTES I. GUSSET DUVIENSIONS ARE MINIMUM y 8" ON BOTH SIDE OF BEAM, MAY BE INTERNAL OR EXTERNAL :52 2. AS BEAM SIZE CHANGES ADD OR Fn SUBTRACT TO MAINTAIN A 1-1/4" O.C. i0 OSED Wow�7SET LENGTH REMAINS CONSTANT, :>7 AF!`TI(11J"THS CHANGE TO MATCH BEAM SIZE BE MADE. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT n r� r ;i:rtu>vlrSUN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-TS 5200 V;INELAI�;1-taD. ; ALUMINUMSCREENDESIGNT ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 I/8" EMBEDMENT DEPTH _ YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) " ; = ,SUITE 25,0 =, r PHONE #: 386-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO?F -% 7811 SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. 47509I FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS F' n910J UMINUM SCREEN DESIGN DOOR FULL Z OR DOORJAM STANDARD 2X2 POST OR DOOR JAMB x G] cn O 2HINGE DOOR n 0 O z h EACH DOOR IS SCREWED INTO UPRIGHTS WITH #14 3/4" SCREWES 24" O.C. WIND BRACE DETAIL 2X3 WIND BRACE IS BLIND SCREWED YD ALUMINUM STRUCTURE WDH (3) #10 2", OR TOE NAILED W/ (3) #10 2" RTolels;Lxluw SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) #10 3" THRU BEAM INTO PURLIN EMBOSS OR 2X2 ANGLE W/ (4) 914 314" IX2 SNAP LOCK TO 2X2 TOP PLATE :; INTO EACH MEMBER PER SIDE 2" X 6" PLATE W/ FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT 1X2 SNAP LOCK TO 2X2 TOP PLATE IX2 FASTENED TO UPRIGHT W/ (2) #10 2" INTO BOSSES LAP BEAM OVER. UPRIGHT W/ 3/8" THRU BOLT W/ LOCK NUT #14 3/4" 3 PER SIDE ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT UMlltifiGrLniLyfdVlYlY�lilV METAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-TS� g _ 5200-Y,uvEL-,n l�.I,�J. ALUMINSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF I I/8" EMBEDMENT DEPTH ��/7 - -tSUITE 2-50 @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION PHONE #: 3 8 6-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ��,4D. I ILL =28'1 1SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1FAX#: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION�ti#j4;�`�9 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS-'�:CAi� (7930 UMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 0000 �i�* O O 1 O �i� 1/8" THICK ANGLE BRACKET ATTACHED TO UPRTIE AND GIRT WITH (6) #14 I" COMPRESSION SLEEVE CABLE DETAIL I K BRACING DETAIL Cm o 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE SIDE VIEW COMPRESSION SLEEVE 3"A.S.T.M. A-36 STEEL CLIP WITH 2 2 1/4"XI/4 TAPCONS R EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA 45 DEGREE MIMIMUM 1/8" STAINLESS STEEL CABLE 12' TO 14' 3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"XI/4" TAPCONS ((2) #14 2" IF TO WOOD DECK) IT SHALL BE TIES RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION 4" X 4" PLATE W/ (3) #14 3P INTO EACH MEMBER TYP. 4" X 4" PLATE W/ (3) #14 31, INTO EACH MEMBER TYP. DESIGN STATEMENT pp� ey EI3�IHOMPSON ALUME"SCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 y 0 aUINEL;AND RD. ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF I I/8" EMBEDMENT DEPTH �B{— �: 1. SUTTE 250 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (STH EDITI N) PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND O ANT DO-TL 32811 SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. ` E. # 47509 FAX #: 8 8 8-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930 ALUMINUM SCREEN DESIGN SIDE WALL DETAIL IX2 IX2 SNAP LOCK TO 2X2 TOP PLATE N = y a SIDE WALL UPRIGHT m X33 9 a A Ya �O x U �O y 0 o ��9 SEE GENERAL NOTES + f & DESIGN STANDARD X FOR ADDITIONAL INFORMATION TYP. 2X2 IX2 BOTTOM PLATE IS ATTACHED IX2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2-1/4" X 1/4" UPRIGHTS WITH CAPRI CLIP WITH (4) (5" X I/4" IF THRU PAVERS TO FOOTER) #14 3/4" OR BLIND SCREWED WITH (2) TAPCONS 6" FROM ENDS 24" O.C. #10 2" PER SIDE CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAIL IS ATTACHED TO BEAM WITH (4) #10 2" PER SIDE HICK PLATE IS ATTACHED TO STRUCTURE WITH #14 3/4" 6" FROM ENDS 18" O.C. / I SELF MATING UPRIGHT ETAILS 'SHALL BE STITCHED 3/4" SELF TAPPING 12" O.C. TYP. IX2 INTERNALLY SCREWED THRU 2X2X1/8" ANGLE TO UPRIGHT W/ (2) #10 X 1-I/2" FASTEN 1X2 TO CONCRETE W/ 3" X I/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (#10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR (2) #14 1" PER SIDE & MIN 4" SLAB 2500 PSI 0 0 ALUMINUMSCREENDESIGMCOM DESIGN STATEMENT IviltflHALL in lvirWi)v METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-TS �' S200 `/ IN I,H1V 1J RD. ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF11/8" EMBEDMENT DEPTH SUITE LSQ @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014T opy PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULT D O,' FL 32811 FAX#:888-923-8181 SPEEDS OF 150 MPH (FOR 3 SECOND CONTRACTORSHALLFIE DVERIFYALLPLANSDIMENSIONSRIORTOMATEERIALPURCHASE, ) NOMINAL SPEED 117 NTH UP TO A 15FT ROOF HEIGHT, FABRICATION ANDCONSTRUCTONCATEGORY I! P.CA00509 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS . CA#3 Q93 Q ALUMINUM SCREEN DESIGN FILL IN DETAIL 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" w 36" 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. BOTTOM PLATE IS ATTACHED TO ©CONCRETE WITH 2-1/4" X 1/4" TAPCON (5" X 2-1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. ALUMINUM FRAME IS ATTACHED ® TO BLOCK WITH 2-1/4" X I/4" (410 2" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO ©ALUMINUM FRAMEWITH 2 #10 1" & 12-1/4" X 1/4" TAPCON PER SIDE CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: @ BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #101" PER CLIP O KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUMW1JMSCREENDESIGN.COM DESIGN STATEMENT p�t�arL 1'rl '1`i SHIN ___ _ _ METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 a 5200 ALUMR TUMS CREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF I V8"EMBDMENT DEPTH SUITh 250 @YAHOO.COM � ,UMA THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET' THE REQUIREMENTS OF THE 2014 (5 � rQ Q�A�..UQ F�7 _ 328 -Y-1 - OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND UL ET WIND , > �7 PHONE #: 3 8 6 320-025 6 SPEEDS OF 150 MPH (FOR 3 SECOND OUSTS) NOMINAL SPEED 117 MPH UP TO A I5FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. FAX#: 888-923-8181 CONTRACTOR ONTRACTORSLHALLNOTIFY THE ENGINEEL FIELD VERIFY ALL RIMM DIATELYIONS SHOULDOR TO SSIITECONDITION DIFFER FROMONSRIAL PURCHASE, FABRICATION STRJCTIONPLANSON CA#3D930