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HomeMy WebLinkAboutengineering4 STRUCTURAL DESIGN OPEN ACTOR COPY MAXIMUM 40'-0" WIDE X 209-0" EAVE HEIGHT- BOX EAVE FRAME 13 August 2015 Revision 6 RECEIVED I - �- M&A Project No. n 7 (� 9 151245 6`�o JUL 15 ?.019 °9. �U J Ta ny ST_Lucio, county, Permitting �'a CQ - - Prepared for: _n TE ___ ��� ;,Y �►' .. a Mt.. Danny Lowery President- Steel Structures 1660 Dixon Airline Road Augusta, Georgia 30906 Prepared by: Moore and Associates Engineering and Consulting, Inc. 1009 East Avenue North Augusta, SC 29841 S. ILO �•,. E NSA;..; *; Noy (� -4.% . • y . � MOORE AN© ASSOCIATES = '� • ENGtNSEHINta AND CONSULTING � �. TATE OF ` .�� O,t� .� �i��fi 0 i I ,VA111/111f/�� I O II • ' No 5yt/7/�l �.' • b - s r, � V 1� • F � • L/I �7 /�� Q w STA -E OF :' 40 <U i .. ��`� 0R�OP•�; III/SS1�NA`1��� �• ff11111 MOORE AND ASSOCIATES DRAWN BY: PDH BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. 40'x20' OPEN CARPORT PE SEAL COVER SHEET NECKED BY- WSH THIS DOCUMENT IS THE PROPERTY Or MOORS AND ASSOCIATES, INC. THE UNAUTHORIZED REPRODUCTION; COPYING OR OTHERvISE USE Or THIS DOCUMENT IS DJECT HGR: WSM DATE: 8-13-IS SCALE: NTS JOB NM 15124 LIENT: BBS SHT. 1 DWfi iV(k $K-1 V� 6 STRICTLY PROHIBITED AND ANY IMTRINGEIENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION. 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 ❑PTIONS SHEET 8 EXTRA SIDE PANEL ❑PTION END ELEVATION AND SECTION SHEET 9 EXTRA SIDE PANEL SIDE ELEVATION SHEET 10 VERTICAL ROOF PANEL OPTION END ELEVATION AND SECTION SHEET 11 VERTICAL ROOF ❑PTION SIDE ELEVATION AND SECTION MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. 1000MENT IS THE PROPERTY OF NOORE AND ASSOCIATES, INC. THE NORIZED REPRODUCTION, COPYING, OR OTHERWISE USE ON' THIS DOCUENT IS ILY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO ACTION. MGR-- S. �.•.%' 'V. o..C' E NSFO-.�.9F * .N 0 (/ r op o ,� STATE OF :I"- - P ; do l � Olt BENNETT BUILDING SYSTEMS, LLC 40'x2O' OPEN CARPORT 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 2014 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 WIND 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. WIND EXPOSURE CATEGORY B. 8. 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 = D RISK CATEGORY I/II/III R= 3.25 SDS= 1.522 SDi= 0.839 IE= 1.0 V= CSW MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. my Is BENNETT BUILDING SYSTEMS, LLC 40'x20' OPEN CARPORT NTS BOX EAVE FRAME RAFTER OPEN CARPORT LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS r TYPICAL SIDE ELEVATION -HORIZONTAL ROOF SCALE: 1/8' = 1' 0' 40' MAXIMUM RAFTER SPAN TYPICAL END ELEVATION -HORIZONTAL ROOF SCALE; 1/8' = 1' 0' MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. IOCUMENT IS THE PROPERTY OY IOORE AND ASSOCIATES, ING THE HORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS MY PROHIBITED AND ANY INFRINGEMENT THEREUPON 14AY BE SUBJECT TO 11111 Olt S. iEN 1, �d 5 LZ �9- �,� �• TA E� � :Qj o. lei BENNETT BUILDING SYSTEMS, LLC 40'x20' OPEN CARPORT TYPICAL RAFTER/POST FRAME SECTION SCALE: 1/6' = Y-0' LENGTH VARIES DEPENDING ON NIIMRFP ANTI CPAf INf. nr PAFTFPf SEE NOTES (PAGE 3) FOR MAXIMUM SPACING 3 7 ```�1►emat�rAo�oi ' �,,NE S. b • ' NO 5 >7/j0\J -0; TYPICAL RAFTER/POST SIDE FRAMING SECTION O ; TATE OF : SCALE: 1/8= 1'-0' �i ,(%OR%' ,rC` • o? `2 e,�++iS�oL NALENA�J MOORE AND ASSOCIATES DRAWN BY: PDH BENNETT BUILDING SYSTEMS, LLC PEERING AND CONSULTING, INC. CHECKED BY- WSH 40'X20' OPEN CARPORT IT IS THE PROPERTY Or NOORE AND ASSOCIATES. INC. THE OJECT MGR WSH DATE: 8-13-IS SCALE: NTS JOB I IS I REPRODUCTION, COPYING, OR OTHERVISE USE Or THIS DOCUMENT IS IHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO 3/16 NIPPLE T❑ RAFTER 3/16 TYP 3--0 5/8m z TS CHORD 3/16 TS BOX EAVE TYP3/16 --- RAFTER - 3/16 _ I1i MINIMUM 6' LONG, MINIMUM 15 GA., PANEL TS NIPPLE. SECURE POINT 4 POST TO NIPPLE 6- WITH (4) 1/4'x3/4' SDF (TYP.) 3/16 TYP 3/16 16 GA. U-CHANNEL BRACE ATTACH TO SECOND PANEL POINT ON RAFTER POST AND FIRST PANEL POINT ON EAVE RAFTER (SEE BRACE SECTION FOR END m ATTACHMENT) SECURE WITH (6) 1/4'x3/4' SDF CEACH END) PANEL BRACE SHALL ATTACH TO RAFTER POINT POST AT PANEL POINT ONLY x f TS POST TS CHORD BOX EAVE RAFTER/CORNER 1 POST CONNECTION DETAIL SCALES NTS NIPPLE TO 3/16 TS POST BASE RAIL 3/16 TYP MINIMUM 6' LONG, MINIMUM 15 GA., TS NIPPLE. SECURE o o WITH (6) 1/4'x3/4' SDF o o TS CONTINUOUS U BASE RAIL 2 POST/BASE RAIL CONNECTION DETAIL SCALE: NTS MOORE AND ASSOCIATES JA ENGINEERING AND CONSULTING, INC.THIS DOCUENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC- THE U AUTHORIZED REPRODUCTION, COPYING. OR OTHERWISE USE OP THIS DOCUENT IS STRICTLYPRp1IDITED AND ANY INTRINGEMENT THEREUPON HAY BE SUBJECT TO LEGAL ACTION * : S. 0-1 No 57 70 TA E OF v� ✓�'�sS�4NALE��e. /f!111{l1 16) 1/4'x3/4' SDF AT EACH END ,ONLY ONE SHOWN FOR CLARITY) j 16 GA. U-CHANNEL BRACE 2, FASTENED TO THELEGAND RAFTER, WITH (2) 1/4'x3/4' SDF'S AT EACH END (4 PER BRACE) BRACE SECTION SCALE- NTS PDH BENNETT BUILDING SYSTEMS, LLC 40'x20' OPEN CARPORT b WSH ;R- WSM DATE: B-13-15 SCALE.- NTS JOB NO: 15 SH T. 6 DVfi NO: SK-I 6EV.2 f BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS . .INSTALL I/2'x6' EXPANSION INSTALL 1/2'z6' EXPANSION ANCHOR THROUGH BASE RAIL ANCHOR THROUGH BASE RAIL WWF OR FIBERGLASS WITHIN 6' OF EACH WWF OR FIBERGLASS WITHIN 6' OF EACH' FIBERS POST. FIBERS POST. GRADE '-u I —III —I I - .5 I I MINIMUM 2 3/4 i I I I I_'- MINIMUM 2 3/4! (T EMBEDMENT i —I - • III EMBEDMENT — I} (TYP.) -1 I I I — MONOLITHIC CONCRETE FOOTING , - (3000 PSI MIN.) REINFORCED III —Ili WITH (2) 04's CONTINUOUS 1 ,-O•• 55 5/8•' CONCRETE MONDLITHIC SLAB 3A BASE RAIL ANCHORAGE SCALE: NTS (MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4') GENERAL NOTES CONCRETE: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL: FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE PER ACI-318: 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 V2 INCHES ELSEWHERE. REINFORCING STEEL: THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 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 BE FIELD BENT. HELIX ANCHOR NOTES: 1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 INCH EMBEDMENT. 5. FOR VERY LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES WITH MINIMUM 60 INCH EMBEDMENT. GRADE IFa —� o �: �• • --III MONOLITHIC CONCRETE FOOTING r i(3000 PSI MIN.) REINFORCED171, I I WITH (2) Ga'S CONTINUOUS 1'-O'• S 5 /8, CONCRETE SLAB BASE 3B RAIL ANCHORAGE SCALE: NTS (MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4') 2' WASHERS ➢RILL 3/4- DIAMETER HOLE TOP OF ASPHALT THROUGH THE BASE RAIL AND PAVEMENT OR SECURE TO ANCHOR EYE WITH GROUND SURFACE 5/B' DIAMETER THROUGH BOLT ---I _--- - -- - i '- I Y + TS CONTINUOUS BASE RAIL DOUBLE HELIX EYE ANCHOR J (SEE NOTES BELOW) 3C GROUND BASE HELIX ANCHORAGE SCALE: NTS (CAN BE USED FOR ASPHALT) ,001111/111/1�1,' • No 57 r � O :. ATE OF : �v �iF••. 0R1O�• N_�` r•aTr•a•!UI MOORE AND ASSOCIATES DRAWN BY- PDH BENNEIT BUILDING SYSTEMS, LLC CHECKED BY: WSM ENGINEERING AND CONSULTING, INC. 40'x2o' OPEN CARPORT THIS DOCDNENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS PROJECT I4GR VSN DATE: 8-13-IS SCALE= NTS JOB ND T5124S STRICTLY PROHIBITED AND ANY IWRINGEHENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION LIENT: BBS ISHT. 7 Dwa ND SK-I V.: 6 ! BOX SAVE RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION TYPICAL RAFTER/POST FRAME SECTION - EXTRA SIDE PANELS SCALE: 1/8' = 1-0' TYPICAL END ELEVATION EXTRA SIDE PANELS SCALE: 1/8' = 1'-0' MOORE AND ASSOCIATES GINEERING AND CONSULTING, INC. 10CUENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE HORIZED REPRODUCTION, COPYING, OR 07HERWISE USE OF THIS DOCUMENT IS IH.Y PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO I��I 01 '3) STATEJFFA../ONA`,,e e BENNETT BUILDING SYSTEMS, LLC 40'x20' OPEN CARPORT BOX EAVE RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION FLASHING (OPTIONAL) LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION EXTRA SIDE PANELS SCALE: 1/8' = 1'-0' 6' � �t111111411811#1 � ��•`�y�Q =•�,�C E NSF • No 57 70 • E %� • TAT OF :10 '. O NAL109111 �E MOORE AND ASSOCIATES DRAWN BY. PDH BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. NECKED BY. WSH 40'x2o' OPEN CARPORT THIS DOCUENT IS THE PROPERTY OF MOORS AND ASSOCIATES. INC. THE O.IECT HGR: WSH DATE- B-13-15 SCALE: NTS JOB NO: 151E4S UNAUTHORIZED REPRODUCTION. COPYING. OR OTHERVISE USE OF THIS DOCUMENT IS LEGAL STRICTLY PROHIBITED IBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUB.ICCT TO LIENT: BBS SHT. 9 DWG ND SK-I V. 6 il BOX RAFTER VERTICAL ROOF OPTION TYPICAL END ELEVATION VERTICAL ROOF SCALE: 1/8' = 1'-0' MOORE AND ASSOCIATES TEERING AND CONSULTING, INC. 1T IS THE PROPERTY Or HOORE AND ASSOCIATES. INC. THE I REPRODUCTION. COPYING. OR OTHERWISE USE Or THIS DOCUMENT IS )HIBITED AND ANY 1WRDNOEMENT THEREUPON MAY BE SUBJECT TO 1111ls1 S. & lENS 53-4 7_ X r ATE OF .� 0. .• ����iS�4NALE� BENNETT BUILDING SYSTEMS, LLC 40'x20' OPEN CARPORT NM 10 BOX EAVE RAFTER VERTICAL ROOF OPTION -IIII' ''�.ii- ! .ICI u I itltl' I � � II 1111.'� I' I!II , Iil 111 II li' ) Iti + , I . ❑ i it � I i '{ i i , u, , , i i i I .L. IIT`� I!i.l i IIII,,,� III _' I" .IIi 1 I' ' I t iI i 4 I, ,! { I I I `I{i: IIIII I ' i,rl If `l, -t t , J I I Ii -�i I„ ll I I.II f1111 II I II III li Il;II i i i ,,,i '(11, __ t' I 1 1 ,'1,!,I,! �u If� III I ' `, ,II, �'! ��I'�I' I , , ...,I L.. Il , .. L.. .i LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS r i TYPICAL SIDE ELEVATION VERTICAL ROOF SCALE: 1/8' = 1'-0' LENGTH VARIES DEPENDING ON NUMRFR AND SPACING IIF RAFTERS 0.836' IB GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 1/4'X3/4' SDF SPACED NOT MORE THAN 48. O.C. SEE NOTES (PAGE 3) FOR MAXIMUM SPACING 3 7 �.•`N� S. No � ; % 0.836' 18 GAUGE FURRING CHANNEL p F. FASTENED TO EACH RAFTER WITH (2) R 'TER __ i •• STATE�Of 1/4'X3/4' SDF SPACED NOT MORE �� • �(„/ THAN 48' D.C. �•. P • _ `� (ALTERNATE ROOF PANEL VERT ATTACHMENTICAL PANELS) sl��s9 * O R, o: ,; SCALE: NTS �i�,,ONA1Illo MOORE AND ASSOCIATES DRAWN BY: PDH BENNETT BUILDING SYSTEMS, LLC GINEERING AND CONSULTING, INC. NECKED BY: WSH 40'x2O' OPEN CARPORT DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE pJECi MGR: VSM DATE. B-13-IS SCALE: NTS JOB N0 1512�5 HORIZED REPROOUCTION, COPYING, OR OTHERWISE USE Or THIS DOCIJTENT IS TYPICAL FRAMING SECTION VERTICAL ROOF OPTION SCALE: 1/8' = 1-0'