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Home My WebLink AboutSTRUCTURAL DESIGNSTRUCTURAL DESIGN OPEN CARPORT,E - MAXIMUM 40'=0" WIDE X 20'-0" EAVE HEIGHT- BOX EAVE FRAME 13 August2015 PNN�O Sr Revision 6 M&A Project No.15124S ST. Li1'Cf90UNTY"BK%2G DIVISION REVIEWED FOR C LIANCE REVL^WED PY Prepared for: . DATE — PLANS A IZI P lYf[ ST BE 1C1 T O V JOB Mr. Danny Lowery OR NO L�SPECTION NYILL BE IWADL. President- Steel Structures 1660 Dixon Airline Road Augusta, Georgia 30906 Prepared by: Moore and Associates Engineering and Consulting, Inc:. ast— venti►e-- North Augusta, SC 29841 S. E NSF No 5 •t�`: 4 *: MOORE AND ASSOCIATES ENGINEERING AND -CONSULTING �O•: STATt OF •f�41 i.p.,� P•�� FS O R 1 �. N�� .6144/0NA' E�� No !ena Q OF ;�W. MOORE AND ASSOCIATES DaAvx BY: PDx BENNEIT BUILDING SYSTEMS, 40'x20' OPEN CARPORT JEERING AND CONSULTING, INC, xEEKED Dr:ySx PE SEAL COVER SHEET IS DRAWING INDEX SHEET 1 PE SEAL COVER SHEET SHEET 2 DRAWING INDEX SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS SHEET 4 TYPICAL SIDE AND END ELEVATIONS SHEET 5 TYPICAL RAFTER/POST FRAME AND SIDE FRAMING SECTIONS SHEET 6 TYPICAL RAFTER/POST CONNECTION DETAILS SHEET 7 BASE RAIL ANCHORAGE OPTIONS SHEET 8 EXTRA SIDE PANEL OPTION END ELEVATION AND SECTION SHEET 9 EXTRA SIDE PANEL SIDE ELEVATION SHEET 10 VERTICAL ROOF PANEL OPTION ENO ELEVATION AND SECTION SHEET 11 VERTICAL ROOF OPTION SIDE ELEVATION AND SECTION loci SS. rE F emu` RIDp'GN`�O� JAL00' 1311too MOORE AND ASSOCIATES IDRAWN BY: PDN I BENNETT BUILDING SYSTEMS, LLC iEERING AND CONSULTING, INC. I¢CKED BY, VSN I 40'X2O'OPEN CARPORT IS INSTALLATION NOTES AND SPECIFICATIONS 1. DESIGN IS FOR A MAXIMUM 40' WIDE x 20' EAVE HEIGHT STRUCTURES. 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2D14 FLORIDA BUILDING CODE (FBC), 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC. 3. DESIGN LOADS ARE AS FOLLOWS: A) DEAD LOAD = 1.5 PSF B) ROOF LIVE LOAD = 12 PSF C) GROUND SNOW LOAD = 30 PSF 4. ULTIMATE WINO SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 10B MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 5.0 FEET. 5. ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 4.0 FEET, 6. LOW HAZARD RISK CATEGORY I (WIND). 7. WIN➢ EXPOSURE CATEGORY B. B. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 3' x 2' - 15 GAGE STEEL TUBE FRAMING MEMBERS. 9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES. 10. FASTENERS CONSIST OF 1/4-14x3/4' SELF -DRILLING FASTENERS WITH CONTROL SEAL WASHER. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (3:12 PITCH). SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 11. BASE RAIL ANCHORS SHALL BE INSTALLED WITHIN 6' OF EACH POST. 12, WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE: SOIL SITE CLASS = ➢ RISK CATEGORY I/11/111 R= 3.25 SOS- 1.522 Sp(= 0.939 IE= 1.0 V= CSW "E S. N:( EI MOORE AND ASSOCIATES DRAWN BY: PDH BENNETT BUILDING SYSTEMS, LLC MERING AND CONSULTING, INC. NECKED BY: WSH 40'x20' OPEN CARPORT HT IS THE PROPERTY Or HOW AND ASSBCIATES. IM THE [T MGM. VSH DATE: 8-13-I$ CALE: NTS B Nlt 1S ) REPRODUCTION, COPTIM�. OR OTHERWISE USE O' THIS DOCUMENT IS BOX EAVE FRAME RAFTER OPEN CARPORT TYPICAL SIDE ELEVATION -HORIZONTAL ROOF SCALE: 1/8' = 1'-0' ell S. 40' TYPICAL END ELEVATION -HORIZONTAL ROOF `//r /" SCALE: 1/8' = 1'-0' 0 STATE F O R 1 Q 001 /ONAL 1� MOORE AND ASSOCIATES 1DRAWN BY: PDH BENNETT BUILDING SYSTEMS, LLC MERING AND CONSULTING, INC. 6CKED BY. WSN I 40'x20'OPEN CARPORT Is TYPICAL RAFTER/POST FRAME SECTION SCALES 1/8' = Y-O' LENOTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS SEE NOTES (PAGE 3) FOR MAXIMUM SPACING u S. Ei TYPICAL RAFTER/POST SIDE FRAMING SECTION t, SCALEr 1/8' = P-0' $TA E OF : W. MOORE AND ASSOCIATES IDRAWN BY: PDN BENNETT BUILDING SYSTEMS, LLC PEERING AND CONSULTING, INC. NECKED BY: VSN 40x20'OPEN CARPORT C-G6 IKIS DDNEKT IS MY BE SULJECT M NIPPLE TO RAFTER / TYP NIPPLE TO BASE RAIL 3/16 TYP CHORD 1 TS BOX SAVE 3/16 RAFTER of a MINIMUM 6' LONG, n MINIMUM 15 GA., j _b IS NIPPLE. SECURE POST TO NIPPLE 5' WITH (4) 1/4'x3/4'/ SDF (TYR) / 3/16 / TYP 3/16 / 16 GA, U-CHANNEL BRACE ATTACH TO SECOND PANEL POINT ON RAFTER POST AND / FIRST PANEL POINT ON CAVE RAFTER (SEE BRACE / z I SECTION FOR END f i I , ATTACHMENT) SECURE WITH (6) 1/4'x3/4' S➢F (EACH END) PANEL BRACE SHALL ATTACH TO RAFTER POINT POST AT PANEL POINT ONLY a f TS POST TS CHORD 01BOX EAVE RAFTER/CORNER POST CONNECTION DETAIL SCALE' NTS IS POST WITH (6) 1/4'x3/4' S➢F IS CONTINUOUS —=BASE=RAIL__ a _ - ______-—�11�t DPOST/BASE RAIL CONNECTION DETAIL SCALE NTS MOORE AND ASSOCIATES TIISG-q ENGINEERING AND CONSULTING, IN THIS DOCUMENT IS THE PROPERTY OF HOME AND ASSOCIATES, DE. THE ONWTM OQIZCD REPRODUCTION, COPYING, OR OTHERWISE USE 6' THIS DOCUEN S. G :9 =STA / // i�i n�SR� OR\OP N. i�i�''S,ONAs 'ENN %i '4'-3/4' SDF AT EACH END ONE SHOWN FOR CLARITY> ' SDF'S AT EACH END (4 PER BRACE) BRACE SECTION SCALES NTS BENNETT BUILDING SYSTEMS, LLC 40'x2O' OPEN CARPORT BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS INSTALL 112'6' E%PANSION INSTALL 1/2'v6' EXPANSION ANC ) CH R THROUGH BASE RAIL ANOR THROUGH BASE RAIL \ FIBERGLASS WITHIN 6. OF EACH T—VVF OR FIBERGLASS WITHIN 6' OF EACH PAST. FIBERS POST, M / r T r�r M a-- GRADE -- Y -- JD�2 IF Ii j � � II I — —III — MONOLITHIC CONCRETE FOOTING MONOLITHIC CONCRETE FOOTING (3000 PSI MINI REINFORCED -' I —I I I I I (3000 PSI MIN) REINFORCED _ I I— I WITH (2) 04'z CONTINUOUS 11_G' 5 5/8' WITH (2) p4's CONTINUOUS 1•_D" CONCRETE MONOLITHIC SLAB CONCRETE SLAB BASE J ^ ABASE RAIL ANCHORAGE 3 B RAIL ANCHORAGE SCALE. NTS SCALE' NTS (MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4') (MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4') GENERAL NOTES CONCRETE( CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 2• WASHERS STRENGTH OF 3,000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL: BRILL DIAMETER HOLE TOP OF ASPHALT THROUGHH THE BASE RAIL A FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT DR SECURE EO ANCHOR EYE W: BARS SHALL BE PER ACI-318: GROUND SURFACE 5/e• DIAMETER THROUGH IT 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE.Ij— REINFORCING STEELT THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. THE SLAB REINFORCEMENT SHALL HE WELDED WIRE FABRIC MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: TSCONTINUOUS BASE RAIL 1. REINFORCEMENT IS BENT COLD. 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS. 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT DDUBLNO HELIX EYE ANCHOR BE FIELD BENT. aEE rvoTeS BELOW) HELIX ANCHOR NOTES) L FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL T'•GROUND BASE HELIX ANCHORAGE AND COBBLES, CALICHE, PRELOADE➢ SILTS AND CLAYS USE MINIMUM 3l. (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. SCALE: NTS (CAN BE USED FOR ASPHALT) 2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 3. FUR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERYSTIFF „'BSESS��I MINIMUM INCH EMBEDMENT SILTS30 AND CLAYS MINIMUM (2) 4' HELICES WITH ,`"'tip, S. 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND ��•� P`••�C ElVS SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 5D `% V .�� INCH EMBEDMENT. No 57 7p 5. FOR VERY LOOSE TO MEDIUM DENSE SANDS. FIRM TO STIFFER * S _ . k MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. 1DRAWN BY: PDN BENNETT BUILDING SYSTEMS, LLC 40x2O'OPEN CARPORT NECKED BY, VSN IT IS TIC PROPERTY OF Im1E MID ASSOCIATES, TIC THE MGR. VSM WTE: B-13-IS SCALE= Nis AB ND 17 I REPRODUCTIOA6 CDPTIMO, OR OTIERVISE USE OF THIS DIX ELATE IS .IECT BOX EAVE RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION TYPICAL RAFTER/POST FRAME SECTION - EXTRA SIDE PANELS SCALES 1/8' = 1'-0' S. TYPICAL END ELEVATION EXTRA SIDE PANELS r,9:. 8'yl SCALE: 1/8' = 1'-0'STATEFO. MOORE AND ASSOCIATES DRAWN By. PDN BENNETT BUILDING SYSTEMS, LLC IEERING AND CONSULTING, INC. NECKED BY: VSN 40x2o' OPEN CARPORT BOX EAVE RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION TYPICAL SIDE ELEVATION EXTRA SIDE PANELS SCALE: 1/8' = 1'-D' MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. Is =;lit ISIIII O ,,'' 0% J No 57 A OF o R 6060NAL11119p,111E"��`` BENNE17 BUILDING SYSTEMS, LLC 40'x20' OPEN CARPORT BOX EAVE RAFTER VERTICAL ROOF OPTION TYPICAL END ELEVATION VERTICAL ROOF SCALE: 1/8' = 1'-0' TYPICAL:a SECTION VERTICAL ROOF OPTION SC .•NE S, M• S1Py��CENS:'- i9 NO 5 70 = — 4:�i O-ra E OF .:�cu %��oS [ORIV- N % A6.-0NAI MOORE AND ASSOCIATES 10RAWN BY. PDN I BENNEIT BUILDING SYSTEMS, LLC iEERING AND CONSULTING, INC. NECKED BY: WSN 40' 2O'OPEN CARPORT KAY BOX EAVE RAFTER VERTICAL ROOF Or nON LASHING LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION VERTICAL ROOF SCALE; 1/B' = V-0' LENGTH VARIES DEPENDING ON 1.836IB GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 1/4'%3/4' SET SPACED NOT 'RE THAN %D" G.C. Pi SEE NOTES (PAGE 31 FOR MAXIMUM SPACING 3 TYPICAL FRAMING SECTION VERTICAL ROOF OPTION SCALE, 1/B' = 1-0' F.ASTE E GAUGE H RAFT CHANNEL RAF FASTENED SD EACH RAFTER WITH 2) TER " A' SDF SPACED NOT MORE THAN 4 THAN B' O.[. MOORE AND ASSOCIATES JEERING AND CONSULTING, INC. Is 1 6. If R1�. TALE lFg?"' BENNEIT BUILDING SYSTEMS, LLC 40'x20' OPEN CARPORT