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Home My WebLink AboutConstruction PlansA;r7 ka2 poR�" 'S� 2vu�F 345S1 i .( 5 In the event of o can0lct In member sizes shown on, he plans and the general notes, the contractor must . ifilize the more stringent member T requirements. .ngineer:'Michael Thompson, P.E.4750glCA30930 I � r C. , s r ALUMINUM SCREEN DESIGN ]" GUTTER STRAP IS ATTACHED TO GUTTER WITH # I0 1" & 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 Flu 7 BEAM IS ATTACHED TO GUTTER W/ 2X2X1/8" ANGLE & (4) #101" PER SIDE 71 El 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 1" & INTO BLOCK WITH 2-1M' X 1/4" TAPCON #10 2" SMS, PLACE WASHER W NOTES • 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 1-1/4" O.C. SCREW SPACING W/ (10) SCREWS 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE • • • O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MIURAEL THUMPSUN ALUMIN SCREENDESIGN ALL TAPCONSSHALLPROVIDE MINIMUM OF111/8"CONCRETE EMBEDMENT DEPTH TAL IS.046 THICKNESS OR GREATER, ALLOY IS 6005-T54401 VINELANDROAD @YAHOO.COM SUITE A6 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 MPH O, FL 32811 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0,AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DRENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS P.E. r A fi,; n4A n ALUMINUM SCREEN DESIGN SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2X2 ROOF PURLIN 2X2 TOP PLATE IS ATTACHED TO / 2X2 PURLIN WITH (2) 910 4" THAU BEAM INTO PURLIN EMBOSS DOOR FULL Z OR DOORJAM STANDARD 2X3 POST OR DOORJAMB n o 02 HINGE DOOR EACFIDOOR IS SCREWED INTO UPRIGHTS WITH#10 1" SCREWES 24" OC. ALUNHNUMSCREENDESIGN.COM ALLMNUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 1X2 FASTENED TO 2X2 W/ 910 2" 6" FROM UPRIGHTS 24" O.C. SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) 910 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-BACKTO FIT OVER PURLIN PROVIDE (4) #10 X3P DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST C-CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH (4) 0101" INTO UPRIGHT & (3) #10 1"INTO TOP PLATT UPRIGHT ATTACHES TO PURLIN W/ 1X2 ANGLE & (4) #10 V PER SIDE FRONT WALL TO BEAM 2X2 INTERNALLY SCREWED IX2 FASTENED TO 2X2 W/ #10 2" (6) #10 1"INTO GUSSET PLATE PER SIDE TYP. 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 MATERNAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS SMB BEAM IS NOTCHED OVERUPRIGHT t 4401 VINELAND ROAD SUITE A6 _.--TANDO, FL 32811 P.E. # 47509 C'A01n93n ALUMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 000 -�1i� O %ice 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) #10 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE SIDE VIEW COMPRESSION SLEEVE 3"A.S.T.M. A-36 STEEL CLIP WTTH2 21/4"XI/4TAPCONS [•ZZd COMPRESSION EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA 45 DEGREE MIlvmvI JM CABLE DETAIL K BRACING DETAIL K BRACE IS ATTACHED TO JMINUM STRUCTURE WITH " C CHANNEL & (6) #10 1" BLIND SCREWED WITH f10 2" PER END 1/8" STAINLESS STEEL CABLE IT TO 14' 3"A.S.T.M. A-36 STEEL CLIP WITH 2 I-1/2"XI/4" TAPCONS ((2) #10 2" IF TO WOOD DECK) IT SHALL BE THE RESPONSIBMITY 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 ALUMINUMSCREENDESIGN.COM ALUMINUMS CREENDE SIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 R DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA SCALDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MP O, FL 32811 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 475 09 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER MAEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS � CA#3 093 C ALUMINUM SCREEN DESIGN SIDE WALL DETAIL 1X2 IX2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH #10 2" 6" FROM ENDS 24" O.C. 1 z0 O a key 0;z F- SIDE WALL UPRIGHT X Q W .a.--]] � => 'b0 EUE.O F o ¢- Ono YN C]OH y0 0 a# 0O 3F =y 3 SEE GENERAL NOTES tri a a & DESIGN STANDARDFORADDITIONAL a y 3 x INFORMATION TYP. 1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS IX2 BOTTOM PLATE IS ATTACHED TO (V X 1/4" IF TBRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH (4) (910 2"IF TO WOOD DECK) # 10 1" OR BLIND SCREWED WITH (2) 6" FROM ENDS 24" O.C. #10 2" PER SIDE ALUMMUMSCREENDESIGN.COM ALUNIlNUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 2 CHAIR RAIL & KICK PLATE DETAIL CHAIR RAILS & GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) #10 1", CAPRI CLIPPED, W/RECIEVING CHANNEL & (6) #10 1" W/ (8) 910 1", OR BLIND KICK PLATE IS ATTACHED TO STRUCTURE WITH 910 1" 6" FROM ENDS 18" O.C. RECBEVING CHANNEL CLIP DETAILS BLIND CLIP & CAPRI CLIP DETAILS SELF MATING UPRIGHT DETAILS 1X2 INTERNALLY SCREWED THRU 2X2X1/8" ANGLE TO UPRIGHT W/ (2) #10 X 1-1/2" FASTEN IX2 TO CONCRETE W/3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (# 10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR MIN 4" SLAB 2500 PSI DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH 0 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 IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS �i RIGHT SHALL BE STITCHED #10 X 1" SELF TAPPING REWS 12" O.C. TYP. m MICHAEL THOn 4401 VINELAND SUITE A6 IO, FL 32811 P.E. # 47509 ALUMINUM SCREEN DESIGN CONCRETE 4" THICK 6" X 12" THICKENED EDGE 3000 PSI F- 6" 12" ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 wi' i RACTOR SHALL BE RESPONSIBLE FOR PROVIDING: FIBER MESH, VAPOR & TERMITE PROTECTION (IF REQUIRE: CONCRETE SHALL BE A MINIMUM OF 3000 PSI FOR COVERED STRUCTURES, CONTRACTOR SHALL SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE MICHAEL TROD 4401 VINELAND ' SUITE A6 ORLANDO, FL 32811 �.' =--�P.E. # 47509 CA#3093