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Home My WebLink AboutConstruction PlansLUMINUM SCREEN DESIGN 1" GUTTER STRAP IS ATTACHED TO GUTTER WITH #101" & INTO FASCIA WITH #10 2" PER STRAP BEAM TO FASCIA 24" O.C. MAX 4" FROM EACH UPRIGHT SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL MIE BEAM IS ATTACHED TO GUTTER W/ 2X2X1/8" ANGLE & (4) #10 1" PER SIDE El a] 73 BEAM TO WALL 2X2 IS ATTACHED TO STRUCTURE W/ 4" X 1/4" TAPCONS (#10 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) #10 I" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON PURLINS AFTACHEV TO BEAM (3) 910 2" SMS, PLACE WASHER • Y • ti NOTES • a 1. GUSSET DIMENSIONS ARE MINIMUM 8" ON BOTH SIDE OF BEAM, MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR SUBTRACT TO MAINTAIN A 1-I/4" O.C. SCREW SPACING W/ (10) SCREWS 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE O.C. ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON TAL IS.046 THICKNESS OR ALLOY IS 6005-T5 ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OFF11 1/8 CONCRETE EMBEDMENT DEPTH 4401 VINELAND ROAD @a YAHOO.COM THIS 2017 SUITE A6 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPENSACCORDANCE BEEN DESIGNED IN THE_ S OF THETRUCTURES AND SHALL WITH STAND ULTIMATE WAND SPEEDS OF 150 MPH ORLANDO F 32811 PHONE: 407-734-1470 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION P.E. # 47509 CONTRACTOR SHALL NOTIFY THE ENGINEER B UvIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS r C -A #*10910 ALUMINUM SCREEN DESIGNI SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2X2 ROOF PURLIN / 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) 910 4" THRU C / BEAM INTO PURLIN EMBOSS DOOR FULL Z OR DOOR JAM STANDARD 2X3 POST ORIDOOR JJAMA IIE' y yn n m r02 HINGE DOOR n H TO 36' O z EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" SCREWES 24" O.C. ALUNHNUMSCREENDE SIGN. COM ALUNHNUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 1X2 FASTENED TO 2X2 W/ #10 2" 6" FROM UPRIGHTS 24" O.C. SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) #10 4" THRU IX2 FASTENED TO 2X2 W/ #10 2" \ 6" FROM UPRIGHTS 24" O.C. 1-1/2" X 2" X 1-1/2" X 0.062" RECEIVER CHANNEL REMOVE BACK TO FIT OVER PURLIN PROVIDE (4) 910 X 3/4" SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST C-CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH (4) #10 1" INTO UPRIGHT & (3) 910 1" INTO TOP PLAT] UPRIGHT ATTACHES TO PURLIN W/ 1X2 ANGLE & (4) #10 1" PER SIDE FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT 2X2 INTERNALLY SCREWED 1X2 FASTENED TO 2X2 W/#102" \ 6" FROM UPRIGHTS 24" O.C. (6) 910 V INTO GUSSET REVIEWED FOR )DE COMPLIANCE DESIGN STATEMENT - ROCC METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/S" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREIv1ENTS OF THE 2017 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND 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. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DRv1ENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER RvIMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MICHAEL 4401 VINE] D, FL 32811 P.E. # 47509 UMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FORADD1T10NAL 000 000 COMPRESSION 1/8" THICK ANGLE BRACKET SLEEVE ATTACHED TO UPRITE AND GIRT WITH (6) #10 V 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA SIDE VIEW COMPRESSION SLEEVE 3"A.S.T.M. A-36 STEEL CLIP 45 DEGREE WITH 21/4"Xl/4TAPCONS MDVEMU'M CABLE DETAIL I K BRACING DETAIL 1/8" STAINLESS STEEL CABLE IT TO 14' al 3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-I/2"XI/4" TAPCONS ((2) #10 2" IF TO WOOD DECK) IT SHALL BE THE 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 (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY ' ALUNIINUMSCREENDESIGN.COM ALUNIINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 AX: 407-734-1790 Ka CODE COMPLIANCE ST. LUCIE COUNTY DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WAND 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. 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 BRACE IS ATTACHED' INUM STRUCTURE WI. CHANNEL & (6) 910 1" IND SCREWED WITH 2" PER END 4401 VINELAND ROAD SUITE A6 ORLANDO, FL 32811 E. # 47509 ALUMINUM SCREEN DESIGN I CHAIR RAIL & KICK PLAN^ETAS. P EV I EW E13LFDIcy & C^ CLIP DETAILS SIDE WALL DETAIL 1X2 1X2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH #10 2" 6" FROM NDS 24" O.C. I z0 04 _ 0 O> F9 SIDE WALL UPRIGHT tzs7 X D G)W as A� a� ooe2 �y0 4N C 3 SEE GENERAL NOTES a a & DESIGN STANDARD a FOR 3 ADDITIONAL INFORMATIONm IX2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 1X2 BOTTOM PLATE IS ATTACHED TO (5- X 1/4" IF TBRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH (4) (#10 2" IF TO WOOD DECK) #10 1" OR BLIND SCREWED WITH (2) 6"FROM ENDS 24.O.C. #10 2" PER SIDE ALUNIINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 CHAIR RAILS & GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) # 10 1", CAPRI CLIPPED, W/ RECIEVING CHANNEL & (6) #10 1" W/ (8) # 10 1", OR BLIND SCREWED W/ (3) 910 2" KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. RECIE VING CHANNEL CLIP DETAILS CODE COMPLIANCE ST. LUCIE COUNTY SOCC SELF MATING UPRIGHT DETAILS IX2 INTERNALLY SCREWED THRU 2X2X1/8" ANGLE TO UPRIGHT W/ (2) #10 X 1-1/2" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (#10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR 0 MIN 4" SLAB 2500 PSI CONCRETE W/F113ERWSH D DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND 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. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER RVRNEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS UPRIGHT SHALL BE STITCHED W/ #10 X 1" SELF TAPPING SCREWS 12" O.C. TYP. MICHAEL THOMPS 4401 VINELAND RO SUITE e,T 32811 P.E. # 47509 CA#30930 LUMINUM SCREEN DESIGN ALUNIINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC TRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI .DRCOVERED SIR UCTURES,CONTRACTOR SHALL SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 ORLANDO, FL 32811 P. 47509 rA znoin 1�7-