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Home My WebLink AboutDRAWINGIZ 6 -IR' 1 60 o6l SN iD % et � CY al E a WS R 43 5- --A X le x ly nit - A�'It" 1)." <,/< (4,/L" I�rpc�4 0 0 -A o 0 000 0 00 0 0 c 0 .40 41 �4 I-D R 2 9� I ALUMINUM SCREEN DESIGN I"GUTIERSTRAP IS ATTACHED TO GUTTERWITH#10 I"& INTO FASCIA WITH 910 2"PER STRAP 24"O.C. MAX 4"FROMEACH UPRIGHT BEAM TO FASCIA SEE GENERAL NOTES & DESIGN STANDARD FORADDITIONAL hm E 1.1 E ATTACHED TO GUTTER Wl ANGLE & (4) #10 1" PER SIDE Ll 0 BEAM TO WALL < do- 2X2 IS ATTACHED TO STRUCTURE�Wl- 4- X 1/4- TARCONS (410 4' IF TO WOOD 00 STRUCTURE) 6- FROM ENDS 24- O.C. 0- -0 ANGLE IS ATTACHED TO BEAM WrrH(Z)#101-&INTOBLQCKWrM (3) #10 2- SMS, PLACE WASHER NOTES 1. GUSSET DIMENSIONS ARE MINIMUM S' ON BOTH SIDE OF BEAK MAY BE INTERNAL OREXTERNAL 2. AS BEAM SIZE CHANGES ADD OR SUBTRACT TO MAINTAIN A 1-1/4"O.C. SCREW SPACING W/ (10) SCREWS 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE 3/16" GUS O.C. ALUNENUMSCREENDESIGN.COM DESIGN STATEMENT NlICHAELTHONTSON NETALIS.046TMCKIqESSORMEATEIZ,AUOYIS6005-TS 4401 VINELAND ROAD ALUNIINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 11/8" CONCRETE EMBEDMENT DEPTH I @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMEWTS OF THE 2017 SUITE A6 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AM SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDO; FL 32811 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 NTH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. #47509 FAX: 407-734-1790 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 .-,-�(C,)A#3093�1 ALUMINUM SCREEN DESIGNI SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNTHIT POST 2X2 ROOF PURLIN 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) # 10 4" THPU BEAM INTO PURLIN EMBOSS DOOR FULL Z OR DOORJAM STANDARD 2X3 POST ORDOORJAMB A o2 HINGE DOOR EACH DOOR IS SCREWED -INTO UPRJ WITH #10 I"SCREWES-24" O.C. A.LUMn-TfJMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 IX2 FASTENED TO 2X2 W/ #10 2" 6" FROM UPRIGHTS 24" O.C. 2?U Tg"LXTE IS ATrAlCEIED TO 2 X2-MIRE-1 N wrri-i- ay # 10 4 " TH RU IX2 FASTENED TO 2X2 Wl #102" 6"FROM UPRIGHTS 24" O.C. CONNECITONDETAEL 1-1/2" X 2" X 1-1/7" X 0.062" RECEIVER CHANNEL REMOVE BACK TO Frr 0 PURIJN PROVIDE (4) #10 X 31 ��tMT �T � TM�T�T� DESIGN STATEMENT METAL IS.046 IBICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAFCONS SHALL PROVIDE MINDAUM OF I I/8"CONCRETE EMBEDMENT DEPITI SIDE WALL CONNECTION DETAILS WHEN PURLINDOESNTRITPOST C-CHANNE" TrACIIES UPRIGHT TO "'o "To Topp '!'IN UPRINA'�'3""I TO'T rPLATES UPRIGHr ATTACHES TO PURLIN W/ IX2 ANGLE & (4) #10 1" PER SIDE FRONTWALLTOBEAM 2X7 RITIERNALLY SCREWED IX2 FASTENED TO 2X2 W/910 2" 6"FROM UPRIGHTS 24" O.C. I"INTO GUSSET THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET TEE REQUIREIVIENTS OF Tim 201-TA. W FLORIDA BUILDING CODE FOR OPEN AND SEM-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 M[PH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF LD, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIM(ENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS SUB BEAM IS NOTCHED OVERUPRIGHT 4401 VINELAND 1. SUITE A6 10 FL 32811 �.�i 47509 ALUMINUM SCREEN DESIGN SEEGENERALNOTES & DESIGN STANDARD FORADDITIONAL CABLE DETAIL I K BRACING DETAIL GIRT COMPRESSION 1/8" TIRCK ANGLE 13RACKET SLEEVE ATTACHED TO UPRITE AND GIRTWITH(6)9101- 5/16" EYE BOLT WELDED C. 0 WITH NUTS DOUBLE NUTS SSION SLEEVE /EAC E WILL SUP7OF �nL27.5 SQUARE FEET OF WALL AREA -S EEVE 3 6 EL CLIP ITTO 14' L!X!X.l 3"A.S.T.NL A-36 STEEL CLIP WITH2 1-1/2"XI/4"TAPCONS ((2) 910 2' IF TO WOOD DECK) -IT SHALL BE THE RESPONSIBILITY OFTHE CONTRACTORTO INFORMTHE HOMEOWNERTHATZHE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEARTO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCT(IRAL LATERAL STABILITY I ALUNIRqUMSCREENDESIGN.COM DESIGN STATENIENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALUNIINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1118" CONCRETE EMBEDMENT DEPTH 4"X 8"X 1/8"] WITH#14Xl" MEMBER AS @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 NTH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 NTH UP TO A 15FT ROOF HEIGFIT. FACTOR OF 1.0, AND ENPOSURE C, RISK CATEGORY 1. FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY AM PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE� FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFIFER FROM CONSTRUCTION PLANS 2X2 K BRACE IS ATTACHED' ALUMINUM STRUCTURE Wr 2X2- C CHANNEL & (6) #10 1- OR BLIND SCREWED WITH (3)#102�PEREND 4401 VINELAND , SUITE A6 ORLANDO, FIL �2811 ME, CHAIR RAIL & KICK PLATE DETAIL BLIND CLIP & CAPRI CLIP DETAILS ALUMINUM SCREEN DESIGN I - SIDE WALL DETAIL IX2 JIX2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH #10 2" 6- FROM 00 04DS 24" O.C. tp lox �o 0- 0 g 1�' m E- 0 H 0 K SIDE WALL UPRIGHT c) o o 0 5h c' tH p tj lA wo ow SEE GENERAL NOTES & DESIGN STANDARD FORADDMONAL INFORMATION(TYP 13(2 B01TOMPLATE ISATTACBED�,—,,�- TO CONCRETE WITH 2-1/4- 1X2 BOTTOM PLATE IS ATrACHED TO _X,114::TAPCONS (5- X 114- IF THRU PAVERS 7-OTOOTER) UPRIGHTS WITH CAPRI CLIP WrTH (4) (AIO 2"IF TO-WOOD.4,��M 6"FROM!nS2-e��d- #10 1" OR BLIND SCREWED WITH (2) 9102'PERSIDE ALUMINLMSCREENDESIGN.COM ALUN11NUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 CHAIR RAILS& GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) 9 10 1 ", CAPRI CLIPPED, Wt RECIEVING CHANNEL & (6) # 10 1 W/ (8) # 10 1 ", OR BLIND KICK PLATE IS ATrACHED TO STRUCTURE WITH # 10 1"6" FROM ENDS 18"O.C. RECIEVING CHANNEL CLIP DETAILS SELF MATING UPRIGHT DETAILS IX2 INTERNALLY SCREWED THRI32=1/8"ANGLETO UPRIGHTW/(2)#10X 1-1/2"FASTENIN2TO CONCRETE W/3"X 114" (5" X 1/4' T-APCONS IF TFIRUPAVERS) (462-IFTOWOODDECK) SCREW CONCRETEANCHOR MIN 4"SLAB 2500 PSI DESIGN STATEMENT METAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF I 1/8"CONCRETE EMBEDMENT DEPTH Do INS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SENH-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 WH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 NIPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C. RISK CATEGORY I., CONTRACTOR SHALL I= VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUC-ITON CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS 0 RIGHT SHALL BE STITCHED 410X I"SELF TAPPING MWS 12"O.C. TYP. =I NHCHAELTHONIPSOI� 4401 VINELAND ROAIC SUITE A( ORLANDO, FL 32811 EVAQ ALUMINUM SCREEN DESIGN BEAMTOWALL 2X2 IS ATTACHED TO STRUCTURE W/ 4" X 1/4- TAPCONS (#10 4- IF TO WOOD STRUCTURE) 6- FROM ENDS 24' O.C. 2)U ANGLE IS ATTACHED TO BEAM WITH (2) #10 1- & INTO BLOCK WITH 2-1/4"X 1/4"TAPCON :A 0 0 00 AA 00 0 ALUMNUMSCREENDESIGN.COM AUTNM',T�SCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 2"X 2"C-CHANNEL IS ATTACHED TO SEE GENERAL NOTES & DESIGN STANDARD FORADDMONAL �) �1-m aaao��ATTACBED TO ROOF BEAM W/ (6) 410 I"PER SIDE DESIGN STATEMENT METAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1118" CONCRETE EMBEDMENT DEPTH CARRIERBEAM IS ATTACHED TO CONCRETE COLUMN W/ (6) 2-1/4�X 1/4' TAPCONS PER SIDE OR 6- FROM ENDSjr O.C. I CMU WAU THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUMEMENTS OF THE 2017 (6TH EDMON) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTTIVIATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 NTH UP TO A 15Fr ROOF HEIGHT, FACTOR OF 1.0. AND ENPOSURE C, RISK CATEGORY 1. 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 4401 VINELAND RO . 'SUITE ORLANDO, FL 32811 P.E. A 47509 093 k� i