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HomeMy WebLinkAbout220 South Street - Detailsw gny-nyl Wilo" RIM TOP OF I 12'-T' STRUCTURE EAVE 8'-0" HEIGHT 'r7 C055 6" x 4" x 3/16" STEEL TUBE (MIN Fy = 45 KSI) 8" DIA. SCH 40 STEEL PIPE (MIN Fy = 45 KSI) FINISHED 1 0'-0" GRADE 20'-0111 IA 6"x4"x3/16" STEEL TUBE (MIN Fy = 45 KSI) (7) 3/4" x 2-1/4" SS HEX BOLTS WITH NUTS & WASHERS (TYP) RAFTER CONNECTION DETA R= 6"x4"x3/16" STEELTUBE (MIN Fy = 45 KSI) i 8" DIA. SCH 40--` STEEL PIPE (MIN Fy = 45 KSI) (10 GA) STEEL' ORAFTER -TO -POST 2 CONNECTION DETAIL FINISH GRADE 2I I I—I � I-1 I E I—I i 1— #3 HOOPS @ 12" MAX. ' . ° EACH OTHER NOT SUPPLIED BY FACTORY a . ...° Al, 4'. . 3" WIDE 3" LONG0 • . ". .° . #4 BAR WELDED TO STEEL COLUMN °. (12) #7's VERTICAL NOT SUPPLIED BY FACTORY ° a ° 'e :> 42" DIA. (TVP) W SEE FOOTING DETAIL II SS )UND BAR /� t n C m m rnm�-p'qi, m ' O 0O; m u mo® O s SOC) Z 000 ! z m o z r0= �za Opp 0 n to T yrm m n O m � m 0 9 1 -THE SHADE SYSTEMS, INC:" STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST APPROVED ADDITION OF THE IBC CODES ALONG WITH ANY ADOPTED STATE BUILDING CODES AND ASCE 7 TO THE FOLLOWING DESIGN CRITERIA: Ocala, FL 34474 STRUCTURE WIFABRIC CANOPY REMOVED CATEGORY I -EXPOSURE C -IMPORTANCE FACTOR 0.87 -BASIC WIND SPEED 150 MPH -DESIGN WIND PRESSURE 35.36 PSF -DESIGN UPLIFT PRESSURE 24.75 PSF 2 -THE FOUNDATION ASSUMES A MINIMUM SOIL BEARING CAPACITY OF 1700 PSF. 3- ALL FASTENERS SHALL BE STAINLESS STEEL. 4 -THE FABRIC SYSTEM IS DESIGNED TO RELEASE WHEN WIND SPEED EXCEEDS 90 MPH, WHICH IS THE DESIGN LOAD ON THE STRJCTURE WITH FABRIC. STEEL: 1STEEL PIPES SHALL HAVE A MINIMUM YII'LD STRENGTH OF 45 KSI STEEL PLATES SHALL CONFORM TO ASTM A35 2 -ALL PARTS SHALL BE FACTORY -WELDED TO AMERICAN WELDING SOCIETY (AWS) SPECIFICATIONS AND SHALL UTILIZE E70 -SB AND HAVE THE HIGHEST STANDARDS OF QUALITY WORKMANSHIP 3 -ALL WELDS SHALL BE FILLET WELDS WITH MAXIMUM PERMISSABLE THROAT THICKNESS OR FULL PENETRATION GROOVE WELDS. CONCRETE: 1 -ALL CONCRETE SHALL BE MIXED AND FLACED IN ACCORDANCE WITH THE LATEST ADDITION OF ACI 301 AND 318. 24ONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (ft) OF 3000 PSI. A CONCRETE MIX HAVING A LISTED STRENGTH OF AT LEAST 3000 PSI THAT IS MIXED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS IS ACCEPTABLE FOR USE. 3 -REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 WITH A MINIMUM YIELD STRENGTH (1y) OF 60 KSI. 4 -UNLESS OTHERWISE SHOWN, CONCRETE COVER SHALL BE 3" (MIN). FABRIC 1 -KNITTED HDPE FABRIC HAS A SIEVE FACTOR OF 64% THIS DOCUMENT AND ITS CONTENTS t.^S THE PROPERTY OF SHADE SYSTEMS, INC., AND CANNOT BE MODIFIED, USED, OR RESOLD TO ANY PERSON OR ENTITY WITHOUT %VFjMN PERMISSION FROM SHADE SYSTEMS, INC. REPRODUCTION OF THESE PLANS, EITHER IN WHOLE OR IN PART, INCLUDING ANY FORM OF COPYING AND/OR PREPARATION OF DERIVATIVE WORKS THEREOF, FOR ANY REASON WITHOUT PRIOR WRITTEN PERMISSION FROM SHADE SYSTEMS, LAC. IS STRICTLY PROHIBITED, © 2014 SHADES SYSTEMS INC. NOTE TO OWNER. ONNER ACCEPTS FULL RESPONSIBILITY FOR REMOVING THE FABRIC SHADE MATERIAL FROM THE STEEL FRAME WHEN SEVERE MTHER CONDITIONS ARE PREDICTED. SUCH CONDITIONS INCLUDE PREDICTED FIND SPEEDS IN ECESS OF 90 MPH. FI,S). AS STPfJT1, TJF re NOT DZSIGNED FOR ANY SNOT LOW, IT IS RhCOMMENDED THAT CANOPY BE REMOVED FHEN SNOIFFALL IS EXPECTED. R 1/7" A BEAM-TO-BEANII CONNECTION PLATE � 013116" (TYP) ,,,,-1/2" STEEL PLATE a axS�"\/�+�)`... 6" x 4" x 3/16" F Ocala, FL 34474 04 STEELTUBE N 04 I O N N q 1" 3114" 31/4" 1" A BEAM-TO-BEANII CONNECTION PLATE � 013116" (TYP) ,,,,-1/2" STEEL PLATE a axS�"\/�+�)`... V / "V LI LJ LJ `'JTM 4150 S.W. 19 Street Ocala, FL 34474 Tei.: 1-800-609-6066 W q I Approved: 07/24/2014 �yTH OF MgSC o THOMAS R. SADLER U STRUCTURAL No.39620 PO GISTEEIE SSS/ONAL Model: SP202008 Revisions REP: O'BRIEN & SONS, INC. 800-835-0056 Approved: NR Job: Checked: TT 4351 Drawn: MJ Date: 07/17/2014 Sheets: 1 OF 1 NOT TO SCALE