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Home My WebLink AboutConstruction Plans. ® 3W Ell O0-0OC �0E:-n� CaO ZZ�o� 1.2 n% S b d — 2x4 uprights ix2/2x2 comer 1 2' 10' 3'-2J4 12' 5'-T 2.6 Carrier Beam iu Xl P N G P 3 3 2x3 pu4ins 2x2 top mil U2 toe roil 0 '6 2x3 chair mils 1x2 s'-r ---- 2B' a IV 2x4 uprights s N In the event of o conflict In member sl{es shown on the plans and the general notes, the contractor must utilize the more stringent member size requirements. Engineer: Michael Thompson, P.E. 475091CA30930 (Q)WxT bmw Into 1 Corner Brace to U2 @ Gutter Detail Y3 comer bmw ahached to beam w1h (2) #14 x 2' SDS 2x2 eve rail with 1x2 attached with #14 SDS x 2" @ 24" ox. Corner Brace to Eve Rail Detail C beam w1%(2)014 x T SDS Beam m 3 C 0 C t m o' W 2x2 Eve rail, side wall Contractor Alternative Option with #14 SDS x 2' @ 24" o.c. In the event of a conflict in member saes shown on the plans and the general notes, the contractor must Utilize the more stringent member size requirements. Engineer. Michael Thompson, P.E.475091CA30930 Front of upright is notched to accept pudin as to be fastened through the upright into pudin with #10 x Y4" SDS each side PY2712" — 1 x2 is screwed through upright with (2) #10 x 2" sms and fastened to 2x2 Lap upright is fastened eve rail with #14 x 2" SDS @ 24" o.c. with #12 x 1" @ 24" o.c.� Beam Lap upright is fastened with #12x1"@24"o.c. Side wall detail - Purlin to upright Beam is notched to fit over upright and fastened through the sides with #10 x 3r4" SDS each side a '!111 is screwed through beam with (3) x 2" sms 1x2 is screwed through upright with (2) #10 x 2" sms and fastened to 2x2 eve rail with #14 x 2" SDS @ 24" o.c. Beam to super gutter connection 2x2 angle each side of beam witt (2) #14 x 2" through 1x2 and gutter and (2) #14 x 1" into beam Gutter brace cut 4" wide and installed at each beam with (3) #14 x 2" lags into fascia (3) #14 x 1" to gutter front lip Supergulter 1x2 attaches to gutter with #14 @ 24" o.c. I I � Front wall detail -beam to upright Contractor Alternative Option each side with (2) 914 x 2" 2 and into supergutter In the event of a conflict in member sizes shown on the plans and the general notes, the oontrador must utilize the more stringent member size requirements. Engineer: Michael Thompson, P.E.475091CA30930 0 ALUMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL mo BEAM IS ATTACHED TO GUTTER W/ 2X2X1/8" ANGLE & (4) #10 1" PER SIDE BEAM TO FASCIA BEAM TO WALL 1" GUTTER STRAP IS ATTACHED TO GUTTER WITH #10 1" & INTO FASCIA WITH #10 2" PER STRAP 24" O.C. MAX 4" FROM EACH UPRIGHT 2X2 IS ATTACHED TO STRUCTURE W/ 4" X 1/4" TAPCONS (# 10 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. q 2X2 ANGLE IS ATTACHED TO BEAM y WITH (2) #10 1" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON YUKLINJ Al IAUHBV IUBBAM W/ (3) #10 2" SMS, PLACE WASHER UNDER SCREW IN GUSSET CORNER • • • • • w NOTES • a 1. GUSSET DIMENSIONS ARE MRVIMUM K 8" ON BOTH SIDE OF BEAM, MAY BE Q 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 • • • • • • • • • 0 • • O.C. ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT MIUMAEL IHVMrJUN ALUNIINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OGREATER, 1/8" CONCRETE EMBEDMENT DEPTH 4401 VINELAND ROAD @YAHOO.COM THIS STRUCTURE ACCORDANCE THE THE SUITE A6 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WAND SPEEDS OF 150 MPH ANDO, 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 I. � P.E. # 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 CA0-093 0 ALUMINUM SCREEN DESIGNI SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT 141T POST 2X2 ROOF PURLIN 2X2 TOP PLATE IS ATTACHED TO / 2X2 PURLIN WITH (2) #10 4" THRU BEAM INTO PURLIN EMBOSS DOOR FULL Z OR DOOR JAM STANDARD 2X3 POST OR DOORJAMB x n m 62 HINGE DOOR n O z EACH DOOR IS SCREWED INTO UPRIGHTS 06 WITH #10 1" SCREWES 24" O.C. �O 4Ix IX2 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 BEAM INTO PURLIN EMBOSS 1X2 FASTENED TO 2X2 W/ #10 2" \ 6" FROM UPRIGHTS 24" O.C. 1-1/2" X 2" X 1-I/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) # 10 1" INTO TOP PLAT] UPRIGHT ATTACHES TO PURLIN W/ FRONT WALL TO BEAM 2X2 INTERNALLY SCREWED 1X2 FASTENED TO 2X2 W/ #10 2" (6) # 10 1" INTO GUSSET PLATE PER SIDE TYP. SMB BEAM IS NOTCHED OVERUPRIGHT ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL T,�Hj�jONIPSON TAL IS.046 THICKNESS OR TEI?, ALLOY IS 6005-175 ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE W MvIUM OF 1 US" CONCRETE EMBEDMENT DEPTH 4401 VINEI " _ROAD @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 SUITE AE) PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 NTH 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. FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION �IP.E. # 47509 CONTRACTOR SHALL NOTIFY THE ENGINEER IvTMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS T' CA930930 ALUMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL I/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 WITH 2 2 1/4"Xl/4 TAPCONS on Elm COMPRESSION SLEEVE EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA 45 DEGREE MTMT1IMUM CABLE DETAIL I K BRACING DETAIL 1/8" STAINLESS STEEL CABLE IT TO 14' [ZZ7 3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"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 ;HMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED 4S10N SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION ALUNffMJMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 fag DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH K BRACE IS ATTACHED'. MBNUM STRUCTURE WE ' C CHANNEL & (6) Al 1" 3LIND SCREWED WITH 10 2" PER END MICHAEL THOn 4401 VINELAND SUITE THIS QUIREMENTS OF THE 2017 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OBEEN PEN STRUCIN CTURES AND SHALL WITH ORDANCE TO MEET THESTAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDO, 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. # 47S O9 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#30()in ALUMINUM SCREEN DESIGN SIDE WALL DETAIL IX2 1X2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH #10 2" 6" FROM [ENDS 24" O.C. U O C N X {yN C) ()AN N SIDE WALL UPRIGHT m X D ra w VO �40 a� 000 �N nyo o a� x °moo 3F =y 3 SEE GENERAL NOTES a y a & DESIGN STANDARD rn y _x FORADDITIONAL 3 INFORMATION YP. 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 THRU 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 ALUNIINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 CHAIR RAIL & KICK PLATE DETAIL CHAIR RAILS & GIPTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) #10 1", CAPRI CLIPPED, W/RECIEVING CHANNEL & (6) #10 1" W/ (8) 910 I", OR BLIND KICK PLATE IS ATTACHED TO STRUCTURE WITH#101" 6" FROM ENDS 18" O.C. RECE3VING 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 11/8" CONCRETE EMBEDMENT DEPTH C 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 I5FT 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 UPRIGHT SHALL BE STITCHED W/ #IO X 1" SELF TAPPING SCREWS 12" O.C. TYP. 4401 VINELAND ROAD SUITE A6 O, FL 32811 P.E.- # 47509