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Home My WebLink AboutAPPROVED 0-24' Classic OpenCODES AND STANDARDS 1. WIND LOADS AS PER A. FLORIDA RESIDENTIAL BUILDING CODE 7TH EDITION, 2020 FBC, WITH A MAXIMUM ULTIMATE DESIGN WIND SPEED OF 150 MPH, EXPOSURE C, NOMINAL DESIGN WIND SPEED OF 117 MPH, BUILDING RISK CATEGORY 1. 2. ROOF LIVE LOAD DESIGN IS 20 PSF. 3. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE A. FLORIDA BUILDING CODE 7TH EDITION, 2020 FBC. B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/2014 EDITION). C. MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL INSERTS & CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION AWS D14/LATEST EDITION. D. SPECIFICATION FOR THE DESIGN FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC 13TH EDITION (ASO). 4. MATERIALS AND ASSEMBLY TEST AS FOLLOWS A. EXTERIOR WINDOWS SLIDING AND PATIO GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR FLORIDA STATE WIDE PRODUCT APPROVAL NUMBER TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE FOLLOWING SPECIFICATIONS. ANSI/AAMA/NWWDA 10 M.S. 2-97 OR TAS 202 B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN PRESSURE LOAD. C. SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE DIFFERENCE IN ACCORDANCE ANSI/DASMA 115 OR TAS 201.202 AND 203. 5. STEEL FRAMES SHALL BE SPACED NO MORE THAN 56" O.C. U.N.D. ON PLAN ALL TUBE STEEL SHAPE STRENGTHS ARE 46 KSI STEEL. ALL CUPS ARE 36 KSI STEEL. 6. STEEL WELD STRENGTH SHALL BE 55 KSI TYP. ALL WELDS SHALL BE 1/8" MINIMUM FILLET WELDS. 7. ANCHORING BUILDING A. BUILDING SHALL BE ATTACHED WITH HELICAL ANCHORS PER THE HELICAL ANCHOR DETAILS. B. WHEN EMBEDDED IN ASPHALT HELICAL ANCHORS OR 30" LONG #5 REBAR WITH A NUT WELDED TO THE TOP SHALL BE INSTALLED AT 12" ON CENTER FROM EACH SIDE AND THE BALANCE - 56" ON CENTER. C. WHEN PLACED ON A 4" CONCRETE SLAB A 1/2" EXPANSION ANCHOR WITH 2-1/2" OF EMBEDMENT SHALL BE INSTALLED 12" FROM EACH SIDE AND THE BALANCE > 56" ON CENTER. CONCRETE SHALL BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 8. ALL STEEL TO STEEL FASTENERS ARE TO BE 12-14 X 1/4 HWU ULTRA-2 TCP3 CS. 9. EACH LOCATION WHERE THE FRAME IS JOINED TOGETHER WILL HAVE 2 SCREWS ON EACH SIDE OF THE JOINT. H x c� w x It J 0 W in = U) 0 0 I o CL N 0 I 24'-0" WIDE END WALL FRAMING SCALE: N.T.S. 2 C� m x = w 0 J W � x N 0 0 d I 0 a N 0 I a 24'-0" H 2 C� LU x = J 0 o w o x N 0 a 0 I x N � 0 I MAX CLASSIC "C" FRAME BOW SECTION SCALE: N.T.S. +/- 0'-0" IS T.O. GRADE 10'-0" WIDE END WALL FRAMING SCALE: N.T.S. 18'-0" WIDE END WALL FRAMING SCALE: N.T.S. +/- 0'-0" T.O. GRADE +/- O'-0" T.O. GRADE THIS ITEM HAS BEEN DIGITALLY SIGNED u++4p AND SEALED BY WILLIAM H. ROBERTS, P.E. Nm4212 ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE +/- 0'-0"� NOT CONSIDERED SIGNED AND SEALED AND T.O. GRADE'•.Raao!+.� THE SIGNATURE MUST BE VERIFIED ON ANY „"``�� ELECTRONIC COPIES. HIIIIIIII-mi CONT. 5'-0" RAIL MAX ZdL225"X2.25" SPACING "C" FRAME SIDE ELEVATIONS SCALE: N.T.S. 1' FT O N (2) 2.25"X2.25" 16GA HORIZONTAL BEAM 2.25"X2.25" 16G 0 1 N (2) 2.25"X2.25" 16GA BOW POST "C" FRAME LEFT SIDE FRAMING DETAIL SCALE: N.T.S. EXT. METAL SIDING FOR WALL AND ROOF TO BE 29 GA W/ 1-3/4" SELF -TAPPING METAL SCREWS GALV PLACE AT 1-1/2" FROM EACH CORNER. BAL. 36" O.C. +/- 0'-0" IS T.O. GRADE +/- O'-0" T.O. GRADE 2.25"X2.25" BOW POST 16 GA BASE RAIL TYP MEMBERS TYP. ONE #12 EACH SIDE -� 3" FROM BASE TYP. xx, I 1/2"0X5-1/2" ANCHOR BOLTS. +/- O'-0" 2"X2" 14 GA 10" SEE ANCHOR SCHEDULE T.O. GRADE i j LONG BOW LINK WELDED TABLES THIS SHEET FOR 1 25"X2.25" I TO BASE RAIL TYP. SPACING. 16 GA BASE RAIL TYP L ❑ +/— 0'-0" T.O. GRADE 6 MIL POLYSEAL ON ---"COMPACT SOIL 1'-4" CONCRETE SLAB CONNECTION SCALE: N.T.S. 2) #5 CONT. BOTTOM O METAL CLIP ANGLE SCALE: N.T.S. ROOF BEAM SCHEDULE STRUCTURE TYP SPACING 0'-20' WIDE 2.25 X 2.25 X 16 GAUGE 20-24' WIDE 2.25 X 2.25 X 14 GAUGE 30' WIDE 2.25 X 2.25 X 12 GAUGE HELICAL ANCHOR. ATTACH ANCHOR TO BASE RAIL PER METAL CONNECTOR PLATE MANUFACTURERS N SCALE: N.T.S. RECOMMENDATIONS ANCHOR SHALL BE LOCATED AT EACH END OF THE BASE RAIL. AT SIDE OF EACH OPENING LOCATION AND 10'-0" O.C. ALONG THE LENGTH OF THE TS POST BASE RAIL MAX. (12 GA FOR ROLL -UP DOOR FRAME) HELICAL ANCHOR CONNECTION SCALE: N.T.S. O O METAL CONNECTOR PLATE SCALE: N.T.S. 2"X2"X2" 16 GA ANGLE CLIP SECURE AND TOP OF HEADER OR BOTTOM OF RAIL/GIRT WITH #12-14 x 3/4" HEX I SCREWS (2) ON BOTTOM AND (2) ON CONNECTOR SCHEDULE CONNECTION 0 LENGTH TYPE MATERIAL SPACING FROM EA CORNER TYP. SPACING METAL SIDING ROOF 1/4' 3/4' SELF TAPPING GALV MTL SCREW 1-1/2' 10' O.C. ,```'�H..ffo `�7' r � ' rp,4p 'tp- $map THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY WILLIAM H. ROBERTS, P.E. ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND METAL SIDING WALL 1/4' 3/4' SELF TAPPING GALV MTL SCREW 1-1/2' 10' D.C. TUBE TO TUBE 1/4' 3/4' SELF TAPPING GALV MTL SCREW (2) SCREWS EA TUBE THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. > NON-STRUCTURAL HEADER 2 GA FOR ROLL -UP DOOR FRAME) WINDOW RAIL (OR GIRT FOR RTICAL SIDING OPTION) NON-STRUCTURAL HEADER OR WINDOW RAIL TO POST CONNECTION DETAIL SCALE: N.T.S. TS TRUSSED RAFTER CHORD — OR NON—STRUCTURAL HEADER 2"X2"X2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH #12-14 x 3/4" HEX HEAD TEK SCREWS (2) ON BOTTOM AND (2) ON SIDE. NOTE: AT ROLL —UP DOOR OPENINGS POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO NON-STRUCTURAL HEADER, BASE, RAIL OR WINDOW RAIL. CONNECTION DETAIL SCALE: N.T.S. WINDOW (FRAME/DOOR FRAME N� • • • • FLAT BRACKET 14 GA. STEEL PLATE. FASTEN W/(4) #14X3/4" HEX HEAD TEK SCREWS. ANGLE CLIP (BRACKET) SQ GALV. STEEL TUBING 21 4" x 2 1 4"x 14 GA 1✓4A FLANGE TEKS 2"x2"x4" x14 GAGE ANGLE BRKT WINDOW FRAME/DOOR FRAME ATTACHMENT DETAIL �4 FLAT BRACKET 14 GA. STEEL PLATE. FASTEN W&) (TRUSS— BOTH SIDES) #14 x 3 4 HEX HEAD TEK SCREWS. FABRICATE STANCHION FROM 2"X2"X14 GA. GALVANIZED STEEL SQUARE TUBING W/(2)2"X2"X18 GA. STEEL FILLETMIG OPTION 2 2 1/4" TO ANGLE ENDCLIPS OF SQUARE ONEBOTH SIDES OFOTUBING IRE HEADER BEAM WELDMENT OPTION 1 SINGLE 2"X3" RECTANGLE \�,. � 2" v T 18" 18" ❑ — M - �— DOUBLE 2 1/4" 14 GA. SQUARE STEEL TUBING / � 2 1/4" x 2 1/4" 14 GA. GALVANIZED STEEL TUBING TO FORM BEAM WITH 2" STITCH WELDS 2 1/4" x 2 1/4" STEEL BASE RAIL 2 1/4"X 2 1/4" ® 18" O.C. ON BOTH SIDES WITH # .030 MIG WIRE. STEEL STUDS/COLUMNS STEEL STUDS/COLUMNS HEADER BEAMS (OPTIONS 1 AND 2) • • STANCHION MAY BE FASTENED TO BASE RAIL, OR RAFTER W/(2) #12-14 X 3/4" HEX HEAD TEK SCREWS OR FILLET WELDED W/ #.030 MIG WIRE ALONG EDGE SQUARE TUBING MAY BE CUT AT ANLGE (SAME AS ROOF PITCH) OF CLIP. STEEL COLUMN/STUD IS SLIPPED OVER STANCHION TO FORM STANCHION THAT WILL ATTACH RAFTER TO COLUMN. AND MAY BE ADJUSTED TO LEVEL AND FASTENED W/(2) #12-14 X 3/4" HEX HEAD TEK SCREWS OR FILLET WELDED AT BASE OF COLUMN TO STANCHION. STANCHION WILL ALSO BE USED TO ATTACH HEADERS TO COLUMN/STUDS. �-1 / MAX. SHIM AS REQ'D. SHIM SPACE INSTALLATION ANCHOR (6) #10X1/4" SELF BUCK WIDTH TAPING FLAT SCREWS FIN TYPE MIN. FRAME JAMB EMBEDMENT SHEATHING V BY OTHERS CAULK BEHIND PERIMITER CAULK BY OTHERS :FIN INDOW WRAP BY OTHERS WINDOW ATTACHMENT DETAIL (4) THE I 2. '4 SUB T(jATE — 2 1�4 x 2 1/4"x14 GAGE STEEL GALVANIZED TUBING INSULATION HOLES (1) THROUGH EACH OF 3 HINGES AND (1) HALFWAY BETWEEN EACH OF 2 HINGES MAN DOOR ATTACHMENT (DETAIL) ALUMINUM FRAME 2X3 OR 2 1/4 X 2 1/4 X14 G. REC. STEEL JAM /S8 GAMGALAIN STEEL ENDDOOR STILEA(END STLLER I ESUIT) HELD BY HINGE SCREWS) 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO STEEL 18 GA. MIN. GALV. STEEL JAMB W/(1) 7/16" X 1 5/8" CENTER HINGE FASTENED TO SELF TAPING SCREW PER BRACKETi�� --JNSIDE SKIN W/(4) #14 X 5/8" SHEET METAL SCREWS. 2" GALV. STEEL TRACK BRACKETS/ L 2" STEEL ROLLER '14 GA. GALV. STEEL ROLLER HINGE EACH BRACKET ATTACHED W/(1) FASTENED TO END STILES W/(4) #14 7/16" X 8" AND NUT OR X 5/8" SHEET METAL SCREWS. (2) 5/16" RIVETS. 1/4"-14 x 7/8" HWH SELF DRILLING 7/8" FASTENERS. SEE SECTIONAL DOOR ATTACHMENT DETAIL 2 1 /2" mm. 5DE RDDY ELEVATION FOR OPENING 11/16' SPACING. WIDTH 3/16" DDOR CURTAIN POLUPROPYLENE---- 2" x 2" x 2 1/2" HIGH WEAR STRIP TRACK BRACKET. CURTAIN WIDTH MATERIALS: CS TYPE "B" G40 OPENING +5" THICKNESS .095 ATTACHED TO GUIDE W/(2) 1/4" x STEEL JAM 5/16" TUBULAR RIVETS. THICKNESS 14 GAUGE MIN. ROLL UP DOOR ATTACHMENT THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY WILLIAM H. ROBERTS, P.E. * aoueaF ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND �towo� ��pp THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.