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Home My WebLink AboutSTRUCTURAL DESIGN4 y lam, 3 -1 'r (4 STRUCTURAL DESIGN ENCLOSED -BUILDING M,.,tlW.M EIGHT- BOX. EAVE UM 30 -0" WIDE X. 14'-0" EAVE H FRAME AND 'BOW FRAME 19 August 201 - 3 Revision 2. M&A.Project No. 12117S Prepared for: Mr. Danny Lowery President- Steel Structures. 1660 blion Airline Road Augusta, Georgia 30900 Prepared by: Moore and Associa'&s Engineering and Co's uiflng, Inc. 1,009 East Avenue North Augusta, SC 29841. S- E Nq No 4-/2*/l 4- Mooi:.RE AND ASSOCIATES SSCOCIATES -STATE OF LNlt(NEfrzRi.NG. AND db.NS ULTING ID 7 IIItt11I G E •� • NO r7 c7? � • a - 4/23/14-%1 �0 STATE OF : O iis,,ONAfolio is MOORE AND ASSOCIATES DRAWN BY, JR$ BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING CHECK BYi,-PDH ENGINEERING AND CONSULTING, INC. PE SEAL COVER SHEET THIS DOCUMM IS THE PRDPERTY .OF MOOR£ AND. TAM, VC THE' UWAUTF�tUZD REPR®UCTION, COPYDIG• OR OTHERWISE USE' GF THIS DOCUMENT IS PROJECT MGR� VSN . ATE.. 8-29-13 CALEt NTS » NO 12117S -CLD7JP SHT. 1 VG "No SK-3 E.2 STRICTLY PR 0ITED AND ANY DFRD�ti TFEREIPON'KAY BE SUB.ECT TO LEGAL ACfDlL ^s r ►` If DRAWING INDEX SHEET 1 PE SEAL COVER SHEET SHEET 2 DRAWING INDEX SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS SHEET 4 TYPICAL RAFTER/POST-END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOX EAVE RAFTER) SHEET 5 CORNER POST CONNECTION DETAILS SHEET 6 TYPICAL RAFTER%POST END_ AND SIDE FRAMING SECTIONS AND CONNECTION_ DETAILS (BOW RAFTER) SHEET 7 CORNER POST CONNECTION DETAILS SHEET B BASE RAIL ANCHORAGE ❑PTIONS SHEET 9 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOX EAVE) SHEET 10 TYPICAL END WALL AND SIDE -WALL FRAMING SECTIONS (BOW RAFTER) SHEET 11 WALL OPENING ➢ETAILS SHEET 12 WALL OPENING DETAILS SHEET 13 LEAN-T❑ OPTIONS (BOX EAVE RAFTER) SHEET 14 LEAN-TO ❑PTIONS (BOW RAFTER) SHEET 15 VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTION %NE �S� ��', %,,,, pp , %......••• • F •. ;;p NO 7 Q L 4-/214-- : S STATE OF ' W: OOZES"S/0NA� MOORE AND AS' SOCIATES, DRAWN BYi JRS BENNETT BUILDING SYSTEMS, LLC CWCKED BY, PIN ENGINEERING AND CONSULTING; INC. ENCLOSED BUILDING TM DOCIMIi IS TN: PRWERTI OF NMRE AM ASSOCIATES' Dr- THE 11NAUTF�t1JED tffiPRODUCTDl1, COPYD�G. OR ffn;M LSE USE OF Tm DOCIOENT IS 2 IiEL MID ANY DFRDdGOOiT THERE�A'W MAY DE S11BJMT TO RDJECT NGRi WSM .. DATE,. B-29-13 - CALEt. NTS NOi. 12117S I:E�GA�L�II T IENTi - 2 VG. Noi SK.-3 EV 1.2 BOX EAVE FRAME RAFTER ENCLOSED BUILD_ ING (Sheets 4, 5, 8, 9, 11, 12, 13, AND 15) TYPICAL .SIDE ELEVATION=HORIZONTAL . ROOF SCALE: '1/8' = l'-O' BOV FRAME RAFTER ENCLOSED BUILDING (Sheets 6, 7, 8, 10, 11, 12, AND 14) TYPICAL. SIDE.. ELEVATION SCALE; 1/8' -= 1-0' ' I . 30' MAXIMUM RAFTER SPAN . I TYPICAL END ELEVATION -HORIZONTAL_ ROOF SCALE: 1%8' 1'-0` ROLL -UP DOOR - (AS APPLICABLE) SWINGING DOOR (AS APPLICABLE) TYPICAL ..END ..ELEVATION SCALE: 1/8' - 1'-0' INSTALLATION NOTES AND SPECIFICATIONS ,lisillillis, S. M v�GE NS No ,57V TATE O OR1� �ONA1- ONAtn121 1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE (FBC) WITH 2O12 SUPPLEMENT AMENDMENTS, 2006 INTERNATIONAL BUILDING,CODE (IBC), 2009 IBC AND 2012 IBC. 3. DESIGN LOADS ARE AS FOLLOWS A) DEAD LOAD = 1.5.PSF B) LIVE LOAD = 12 PSF C) SNOW LOAD = 18.1PSF 4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED'81 TO 108 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 5.0 FEET. 5 111. LTIM W N 14 11 1 10 MP (NOMINAL WIND SPEED 109 TO 132 MPH); M T ( P AND D PiJ $ti;E1CILVG = 4 Q F �E'I 6. RISK CATEGORY I. 7. WIND EXPOSURE CATEGORY B. 8. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/4' x 2 1/4' - 14 GAGE TUBE (TS) FRAMING MEMBERS. 9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES. ma;ca"mns 10. FASTENERS CONSIST OF 1/4'-14x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR F t'-RSA' SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14" (3:12 PIT) �S SPACINC REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. A. GROUND ANCHORS CONSISTING OF #4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW ( < 108 MPH NOMINAL) IND SPEEDS ONLY. 2. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES. FOR HIGH Y OTHER POST FOR LOW WIND. 3. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH'( > 11.7 MPH - 139 MPH NOMINAL) WIND SPEEDS. em=0 MOORE AND ASSOCIATES DRAWN BY) JRS BENNETT BUILDING SYSTEM , C ENGINEERING AND CONSULTING, INC. DECKED BY, PDH ENCLOSED BUILDING THIS lfUUDOCUlEW IS THE PRMISM.� MOM AND ASSOCIATES, INC. THE.' PROJECT MGM WSM ATE�.8-29-13 LE) NTS NO.. 121175 OHHQN>ZED RUMUCTDON, COPYING, ON OTHERWISE USE. OF THIS DOCUME)IT IS STRDCiLY.PROHIBITED AND ANY IffRIN(EIENT THEREUP13N MAY BE SUBJECT TO LEGAL ACTIO L lENTI - T. 3 VG. NOi SK- 9 - EV.) .2 26 OR 29 GA. GALVANIZED METAL ROOF, AND WALL PANELS FASTENED TO. RAFTERS AND POSTS WITH 1/4'x1' SDF'S WITH CONTROL SEAL WASHER @ AVERAGE 6' O.0 SPACING 24. 16 GA. U-CHANNEL ,- BRACE FASTENED TO u RAFTER WITH (2) 1/4'xl' Ll S➢F'S AT EACH END = (4 PER BRACE) w J d ! X P TYPICAL RAFTER/POST END FRAME_ ..SECTION TYPICAL F SCALE: 1/8' 1'-0' SCALE: 1/8' TS BOX rAVr LENGTH VARIES DEPENDING ON, NUMBER AND SPACING OF RAFTERS ibST SIDE FRAMING SECT'. NIPPLE TO RAFTER 3716 ,�� - MINIMUM LONG, MINIMUM TSS NIP.SECURE NIPPLE 3/16 TO W WITHH ( (6) 1/4'x1' l' S➢F'S ' BASE RAIL 3/16 I I TS POST I I lol of • u 9 16 GA. U-CHANNEL BRACE S�0• (<8' RAFTER POST) IS CONTINUOUS BASE RAIL iu .� io 6' I (COW OR HIGH WIND SPEED) . MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE POST .TO NIPPLE I I_I I I_I I I_I I I_I—I WITH (4) 1/4'xl' S➢F'S 4 SECURE WITH (4) 1/4'xl' SOPS (EACH END) IS POST RAFTER POST/ BASE RAIL .CONNECTION DETAIL B❑X EAVE RAFTER/CORNER SCALE: NTS lA R❑ST. C❑NNECTI❑N. DETAIL - SCALE'NTS' 11111110eiO N ,%tt%%J S. o` NE �• .`� V- G ' •O (�_ • ♦ = NQ % : * + 2 l/4' FASTENED'TO TH EG D RAFTER, WJ ' * •: ` (4 PER A BR C __ :_.rotas - • ¢/23�14- Q BRACE SECTION .• . 'NTS STATE OF : w ♦ 10 • SCALE �i �� F'�4 0R10. •��. /0 MOORE AND ASSOCIATES DRAWN BYi AS BENNETT BUILDING SYSTI; ; , LLC ENGINEERING AND CONSULTING; INC. MiECKED BY, PDH ENCLOSED BUILDING TFRs DDmmw-is THE PRmmm CF mom AND Ass=ATES, Dr- THE.,ROJECT uwmaUZED REPROMLMA COMM .� MERvuE USE of THIS DOCUMENT IS MGR) VSM 1.8-2 - 3 CALEI. NTS_ NO 12117S STRICTLY- PROHIBITED AN STRICT ACTD7i D ANY DFRDXiEIEIif T}ER`1C1 MAY BE SUBJECT TO IENTjICL FSKT. 4 VG. NDI SK-3 EV.l.2 u w J vl O F m TS BOX CAVE RAFTER 3/l6 NIPPLE TO / 3/16 RAFTER —MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE POST TO NIPPLE. WITH (4) 1/4'x1' S➢F'S I TS POST 12.GA. (1l' TO 14' RAFTER POST) (HIGH AND LOW WIND SPEED)' I I I II SECURE WTH (4) 1/4'xlISOF'S (EACH END) I I I � I ' TS 2x2-14 GA. REINFORCING NIPPLE 3'-0' LONG. SECURE I WITH (16) l/4'xl' SOF'S I (13' TO 14' FOR LOW WIND) (12' TO 14' FOR.HIGH WIND) BOX SAVE POST C❑NI SCALE: NTS 16 GA. U-CHANNEL BRACE TS BOX CAVE C WITH I'x1: SDF'S END) 16 GA. U-CHANNEL BRACE TS POST 14 GA. (9' TO 10' RAFTER POST) (HIGH AND LOW WIND SPEED) TS POST 12 GA. (11' To. 12' RAFTER POST FOR LOW WIND SPEED) (11' RAFTER POST FOR HIGH WIND SPEED) SECURE WITH (4) 1/4'xl' SDF'S (EACH END) BOX EAVE RAFTER/CORNER POS CONNECTION DETAIL. . ,_.'SCALE; NTS G ,`,,,� ,,, yN,.......•,AofO0 .5- s% - 4% IV, ��GENsF••'pF�'. No tvt cr STATE OF � MOORE AND ASSOCIATES DkVN BY, AS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. CKED. BYI PDH ENCLOSED BUILDING THIS DOCLIM f Its THE PRDPERTY .OF HMRE MM -ASSOCIATES, D-' THE . '. PROJECT MGM VSM 8- 9- 3 CALEI. NTS NOI. 121175 UNM1T1�t)gD REPRD�IlCTD71, COPYRIG, DR QTFERVISE USE. IF Tm DOCu e" IS ( STRICTLY PR�lfED A!m'ANY DFRDQF]iT TFfREIlPQ1 MAY 11: SUBJECT TO LEGAL ACT= CLIENT( - . SHT. 5 VG. NOI SK-B EV.I.2 26 OR 29 GA. GALVANIZED METAL ROOF AND WALL PANELS FASTENED TO RAFTERS AND POSTS WITH 1/4'xl' SDF'S .WITH CONTROL SEAL WASHER R AVERAGE 6' O.C. SPACING �12 J3 24' 16 GA. U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 1/4'x1' SDF'S AT EACH END (4 PER BRACE) f ^� "W J RAFTER SPAN LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF"RAFTERS TYPICAL". RAFTER/POST .END FRAME. SECTION TYPICAL .RAFTER/POST. FRAMING . SIDE . SECTION SCALE: 1/8' 1' 0' SCALE: 1/8' TS BOW RAFTER SECURE WITH NO SCREWS (4) '1/4'xl' SDF'S REQUIRED IN (EACH END) BOW END 9: n BASE 16 GA, U-CHANNEL BRACE 9500. ((8' RAFTER POST) iv (LOW OR HIGH WIND SPEED) i7 fQ�NIIM.. 6' LONG. MINIMUM 14 GA., PPLE. SECURE BOWRAFTERANO TTONIPPLE WITH (4) 1/4'x l''S TS POST BOW AFTER/CORNER POST FASCELANCTS MINIMUM 12' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE WITH'(6) 1/4'x1' SDF'S of TS POST I cl I of y-TS CONTINUOUS BASE RAIL AFTER POST/BASE RAIL 2�'c�NTS ONDE ,,,,`� 1IS�111/m%��,,,, N,.......••O •, ti + i No 7 F GA.TE U-CHANNEL B FASTENED TO THE L NO11 • x RAFTER, WITH (2) 1/ 1' AT EACH ENO +/n 4/I 4 • T = Zl' <4 PER BRACE) (4 PER STATE OF :wJ•: i O : • ((� BRACE SECTION SCALE: NTS i F .....•••' ��a �'*4'9/ONA ��, /111111 .S MOORE AND AS MWN B14 JRS lrINEERING AND CONSULTING, INC. CKED. BY, PDH 21"T'IS THE PROPERTY DF M03M AND ASSOMUTES' = THE JECT MR, WSM RED REPRDLl1CTD7t, COPYM Qt Qi O W= 11SE [IF THIS- DOCIJtENT IS f PRDHD r= NW ANY UFRDW)M 7}EAEIIPQt MY BE SUB.IM M CTm IEND — . BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING TS B04 RAFTER BOW END r/-MINIMUM UM 6' LONG, 14 GAPPLE. o SECURE BOW RAFTER AND POST iv P TO NIPPLE WITH (4) 1/4'x1' SDF'S W J O / 0 / SECURE WITH (4)I/4'x1' SDF'S (EACH END) / �C6 GA. U-CHANNEL BRACE TS BOW RAFTER 'S00' / NOSCREWS- REQUIRED IN BOW END I / N r � � I I 0 I TS POST 12 GA. (ill TO 14' RAFTER POST) (HIGH AND LOW WIND SPEED) I ill � M III W I I TS 2x2-IL GA. REINFORCING NIPPLE 3'-0' LONG. SECURE WITH (16) 1/4'x1' SDF'S 113' TO 14' FOR LOW WIND) (12' TO l4' FOR HIGH WIND) 16 GA. U-CHANNEL BRACE j -TS POST 14 GA. 19' TO 10, RAFTER POST) (HIGH AND LOW WIND SPEED) IS POST 12 GA. (ll' TO 12' RAFTER POST FOR LOW WIND SPEED) 1i1- RAFTER POST FOR HIGH WIND SPEED) SECURE WITH (4) 1/4'xl' SDF'S (EACH END) BOW RAFTER/CORNER POST BOW RAFTER/CORNER POST CONNECTION .DETAIL 1B CONNECTION. DETAIL 1C SCALE: NTS SCALE; NTS S. MO� �� N,,..v7....,, �.. D 4��,51�y\G E N.S.. 9 woi • �• � # N7r10 4/2�S/14- �: STATE OF 1. O: ,pitNAL MOORE AND ASSOCIATES DRAWN HY1 AS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING; INC. cHEcKED BY., PDH ENCLOSED BUILDING THIS DOM ENi IS THE PRMMM MF HOME AND ASSOCIATES' Vc- THE L*wm FazED REPRODUCTm CnPYDIG, OR.Qn*xwzsE usE.OF TH= DOCuma IS R�JEGT MGRI VSM - TE1.8-29-13 CACE1. NTS - JOH ND1.12117S STRICTLY PROFMITED AND ANY DOMEM'?iT T}EFEIPW MAY BE SUBJECT1D LEGAL ACTD?L LIM, - MT. 7 v, s. Nat SK=B 6EVi .2 . BASE RAIL ANCHORAGE. OPTIONS. FOR LOW AND HIGH WIND SPEEDS INSTALL 1/2'x6' EXPANSION INSTALL 1/2'x6' EXPANSION ANCHOR THROUGH BASE RAIL _ ANCHOR THROUGH BASE RAIL WWF OR FIBERGLASS WITHIN 6' OF EACH WWF OR FIBERGLASS - 'WITHIN 6' OF EACH POST ALONG SIDES. (FOR LOW WIN➢ FIBERS POST ALONG SIDES, FOR LOW WIND SPEEDS ANCHOR MAY BE INSTALLED AT SPEEDS ANCHOR.MAY ➢E INSTALLED AT EVERY OTHER POST) EVERY'OTHER POST) T111T T�`-I- I r rT 1 d GRADE T GRADE Li= 4 a a .ICI ,' Q d MINIMUM 2 3/4' I d I I_ c MINIMUM EMBEDMENT j v — EMBEDMENT I a — (TYPJ I _ - (TYP.) MONOLITHIC CONCRETE FOOTING MONOLITHIC CONCRETE FOOTING (3000 PSI MIN.) REINFORCED -III—III III (3000 PSI MIN.) REINFORCED WITH (2) N4's CONTINUOUS WITH (2) 04's CONTINUOUS 5 5/8' .P-0' _ _ 5 5/8' CONCRETE MONOLTTHIC SLAB CONCRETE M❑NOLITHIC SLAB SE RAIL ANCH❑RAGE BASE RAIL ANC ❑RAGE 3A SCALE: NTS �� SCALE: NTS MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4', MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. GENERAL NOTES C❑NCRETEi CONCRETE -SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 2' WASHERS STRENGTH OF 3,000 PSI. AT 26 DAYS. COVER OVER REINFORCING STEEL, ➢RILL 5/8: DIAMETER HOLE TOP OF. ASPHALT THROUGH THE BASE RAIL AND FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT OR —iv SECURE JO ANCHOR EYE WITH BARS SHALL PER ACI-318; GROUND SURFACE 1/2' DIAMETER THROUGH BOLT 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. _ REINFORCING STEEP I .IIICII I —II I I II III —I I —III —II I—1 THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE I III —III I —II III —III —III —II 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC _ MEETING ASTM A185 OR FIBERGLASS EIDER REINFORCEMENT. III —III'' -II —III— III —III —III. —III REINF❑RCEMENT- MAY BE. BENT IN THE SHOP OR THE FIELD PROVIDEDI IS CONTINUOUS BASE RAL 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; AND DOUBLE HELIX EYE ANCHOR 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT (SEE NOTES BELOW) BE FIELD BENT. HELIX ANCHOR NOTES, 1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL GROUND BASE HELIX ANCHORAGE AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. SCALE: NTS (CAN BE USED FOR ASPHALT) 2. FOR CORAL USE MINIMUM (2) h' 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 � S1 8I/1 MINIMUM 30 INCH EMBEDMENT. �.-y,d� ,��N� S. A40, ��j♦ 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND � �•• G E N ••�♦♦I� STILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 F';1,� �i �s: •�� S�'.: T� I� INCH EMBEDMENT. l , �� • •, 0 •ap FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER Nc")�7i ft)—] CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES WITH MINIMUM 60 INCH EMBEDMENT. f • 23 r .1 :• STATE OF • ��♦OAF ••. < p R Q:; Nc�� ♦♦�eiS,ONA11 -' MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. ilRAVN .BY- PPH' .. " . -. BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING CKEB BYIJRS PROJECT MGRI VSM- ATE(. 10-21-13 CALEI NTS NO..12117S THIS D ELPENT IS -THE PROPERTY OF N33tE AND ASSOCIATES. INC,-THE . UNAU11HORL FD RkPRODUC77Qt. COPYBtG. OR Qi}fRVISE USE.ff THIS DOCLma IS STRICTLY PROEOBIiED AND ANY BFRDJGElE]iT TFEREUPW NAY BE SUBJECT TO IDEAL ACTIC CLUNTs ISHT. 8 6, Not SK-3 LEV., 2 - BOX.EAVE RAFTER END WALL AND SIDE WALL OPENINGS SEE NOTES (PAGE 3) FOR MAXIMUM TYPICAL BOXEAVE RAFTER END WALL FRAMING SECTION SCALE: 1'/8' = 1' 0' BOX EAVE RAFTER/POST ASSEMBLY SEE NOTES (PAGE 3) FOR MAXIMU OPENING FOR ROLL -UP DOOR WITH HEADER OPENING FOR SWINGING DOOR' ll WITH HEADER TYPICAL.. BOX EAVE . RAFTER _END., WALL OPENINGS FRAMING SECTION . . SCALE, 1/8' = 1' 0' OPENING FOR WINDOW WITH HEADER AND WIND RAIL (ALSO APPLICABLE TO END WALLS) OPENING FOR- 7 SWINGING DOOR ll WITH HEADER TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALE: 1/8' = Y-0' MOORE AND ASSOCIATES GIVE_ ERING AND CONSULTING, INC. BOCUIEtti IS 7M PROPERTY OF MW " ASSOCI =, IWC 7W FQtZZED. REPRODUCT X COPYM. Ott OUfR = USE ff 7= =Mff IS HYI PDH EIV • No 0 .� F • � i 4-/23/14- i STATE OF �v 'ON At `S-W BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING BOW RAFTER END WALL AND -.SIDE WALL.OPENINGS SEE NOTES SEE NOTES (PAGE 3) q (PAGE 3)- FOR MAXIMUM FOR MAXIMUM TYPICAL BOW RAFTER END WALL FRAMING -SECTION SCALE:- 1/8' = 1'-0' i BOW RAFTER/POST Ir ASSEMBLY OPENING FOR ROLL -UP DOOR WITH HEADER OPENING FOR SWINGING DOOR II WITH HEADER TYPICAL_ BOW RAFTER SIDE WALL ❑PENINGS FRAMING SECTION SCALE: 1/8' = 1'=0' OPENING FOR SWINGING DOOR 11 WITH HEADER TYPICAL BOW RAFTER END WALL OPENINGS FRAMING SECTION SCALE: 1/8' =' 1'=0' OPENING FOR WINDOW WITH HEADER AND WINDOW RAIL(ALSO APPLICABLE TO END WALLS) ,101IU11////01 S. A40 4'. N 0 r :.�y r r i 4V-zVi 4— ; (C -& ?3O . STATE OF MOORS AND ASSOCIATES DRAWN BYa JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. CHECKED BYI PDH ENCLOSED BUILDING TH DOOIJKNT TS THE STY OF NmRE-AND AssmTATEs' v' T' UIY1UiF�tL�D.'REPRODUCTIDd, CDPY➢i6, OR Qi}fRHiSE USE. OF THIS DOCUMENT IS PROJECT MGRi VSM DATE-29-13 CALE, NTS NOI 121175 _ STRICTLY mouz]ED AMD ANY DFR mlo, iT RfREIPQI MAY BE SUBJECT TO i.ECAL ACTH - CLIENT..-.. . 10.. VG. NO'. SK-3 a 2 . A, y BOX EAVE RAFTER. WALL .OPENING.DETAH S IS RAFTER T -X2'.16 GA.-ANGLECLIP RE TG POST ANDER WITH1/4'xl'S➢F'S TOP AND 2 ON SIDE ND POST END P❑ST/RAFTER &4SCALE! ❑NNECTION DETAIL. NTS TS POST (CORNER) NIPPLE TO 3/16 MINIMUM 12' LONG, MINIMUM BASE RAIL 3/16 14 GA„ TS NIPPLE. SECURE WITH (6) 1/4'x1' SDF'S lol. I 1 1/2Tx1 1/2'x2' 16 GA. CLIP ICI ANGLE SECURE TO RAFTER I I POST AND BASE RAIL W/C4) l o l 1/4'x1' SDF'S I-VL CONTINUOUS BASE RAIL VONALE� D POST/BASE RAIL NCTI❑N DETAILNTS a TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS POST IS END POST OR 2'x2'X2' 16 GA. ANGLE CLIP OR END POST DOOR WINDOW SECURE TO POST (EACH FRAME POST SIDE) AND. RAFTER -2'x2'X2- 16 GA. ANGLE CLIP CHORD/RAIL WITH I/ti'xl' SECURE TO POST AN➢ -.EITHER SDF'S 2 ON BOTTOM AND 2 TOP OF HEADER, OR BOTTOM ON SIDE - OF. WINDOW RAIL WITH NOTE, AT ROLL -UP DOOR I/4'xl' SDF'S OPENINGS, POST. SHOULD BE TS HEADER, BASE FLUSH WITH RAIL END. CLIP RAIL, OR WINDOW POST TO RAIL ONLY ON SIDE RAIL OPPOSITE THE OPENING. TS HEADER OR WINDOW RAIL HEADER,. OR WINDOW RAIL 6 �CA OST NTS MOORS AND ASSOCIATES NGINEEWNG AND CONSULTING, INC. S MOCIJP00 IS nE PROPERTY W NOW -AND ASSOCUTES, -M THE 0.tiIM11M D REPROnUL"r1W, COPYQIG. OR-OiFMVLSE IlSE. OF Mw DOQIlENE IS CiLY�PRD}DBIiED AtID ANY DFRD7CiQQii rt uPON MAY IX SUBJECT M POST T❑ . HEADER, BASE RAIL, OR 7 WINDOW RAIL. CONNECTION . DETAIL SCALE NTS .11111111110,1,,, yNE`11......M00 ��e. •�Q,SP' G E NSt'-. 'St No 7 0 + 4/23/I 4- ; ir + STATE OF0. 44" OR ONA e�%%% RAWN.BY, AS BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING CHECKEB BY1 PDH BOX SAVE RAFTER WALL -OPENING DETAILS TS POST NIPPLE 70 3/l6 BASE RAIL 3/16 MINIMUM 6' LONG, MINIMUM I°I 14 GA., TS NIPPLE. SECURE 6' LONG, MINIMUM I WITH C4) I/4'xl' SELF -DRILLING TS NIPPLE. SECURE EACH°I FASTENERS O 1/4'x1' SELF -DRILLING -RS I DOUBLE HEADER/POST 8 CONNECTION DETAIL SCALE NTS ° I01,.�,TS POST NIPPLE TO 3/16 I ° I I ° MINIMUM 12' LONG, MINIMUM BASE RAIL 3/16 I 14 GA., TS NIPPLE. SECURE EACH I° 191- WITH C4) I/4'x1' SELF -DRILLING FASTENERS I I I I TS CONTINUOUS BASE RAIL I I I-1 I I -III -II I=I I I POSTBASE RAIL 10�SCALE �'E�N DETAIL If °- ; —DOUBLE TS HEADER 3-12 DOUBLE HEADER 9)�SCALE CTION DETAIL TS `,,,�� rSrrr # ems-�-�' E N SF••; 9c�` �� `�`S�P�•�,�G J N 71 0 •:�Z cc �� STATE OF ��. do O: ,,�i��FS't.4 OR 1'0P 56,i, S/ON AI-e�� a �rrrrirr��►�� MOORE AND ASSOCIATES RAVN .BY. JRS BENNETT BUILDING SYSTEMS, LLC CHECKED BY. PDH ENGINEERING AND CONSULTING, INC. ENCLOSED BUILDING MiR. VSM ATE..8-29-13 GALE. NTS NO. 12117S TWS._DXLKW IS THE PROPERTY M MOB �' IATES,`THE'PROJECT. 11NAUfi�t>R REPR�IJCT % COPYDVG, fR Oi}ERVISE USE OF THIS Docum ii IS IENT..= SHT. 12 6wra.,Nol. SK-3 6EV.t 2 STRICTLY PROf�ITED AND ANY IIFRDiCFlQiT TtERE1PQ1 MAY BE SUBJECT M LMAL ACffi!L BOX EAVE RAFTER LEAN -.TO OPTIONS. ROOF EXTENSION OPTION '24' 16 GA, U-CHANNEL\ BRACE FASTENED TO RAFTER WITH (2)1/4'x1' SDF'S AT EACH END (4 PER BRACE) MAIN STRUCTURE STANDARD LEAN-TO TYPICAL BOX LAVE. RAFTER LEAN-TO .OPTIONS .FRAMING SECTION (BOTH ❑PTIONS. SHOWN) I SCALE: 1%8' = V-0- TS BOX EAVE RAFTER 3/16 NIPPLE TO 12' LONG TS 14 GA, RAFTER 346 NIPPLE. SECURE POST TO NIPPLE WITH SECURE WITH (4) 1/4'xl' SDF'S (4) 1/4'x1' SOF'S (EACH END) l I 6' L � 9500- l6 GA. U-CHANNEL BRACE TS EX ENSIGN - RAFTER TS POST -"""' MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE.. SECURE POST TO NIPPLE WITH (4) 1/4'xl' SDF'S SIDE EXTENSION RAFTER/ 11 C[JRNER POST DETAIL SCALE. NT.S 2'x2'X2' 16 GA. ANGLE CLIP SECURE TO'POST AND RAFTER WITH 1/4.'xl' SDF'S 2 ON TOP AND 2 ON BOTTOM -TS RAFTER TS POST LAN-TO RAFTER TO -RAFTER 12 ST CONNECTION DETAIL.. SCALE: NTS o` S. .040, ..• •.. �i .'*;• No 0 4 •O :. q,b2S/14— Cr . :• STATE OF •r w� . . % MOORS AND ASSOCIATES DRAWN .BY. JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC: cHEcKo BY. PDH ENCLOSED BUILDING THM. DOCUNEtNT IS' THE PROPERTY OF MOORE AND'AUUMATES, DNC, THE t1NAUTF D. RFPRonuCTION, COPYM OR OTHMMSE USE OF.TMtS DMU EW IS PR@JECT MGRI WSM ATE..@-29-13 CALE. NTS N0.-12117S STRDCTLY PATTED AND ANY DFRDMM T}ERElM MAY BE SUMMT TO LEGAL AcTmK CLIENT. - . 13. - . WS ND. SK=3. EV.. 2 I BOW RAFTER LEAN-TO OPTION 24' 16 GA. U-CHANNEL\' BRACE FASTENED TO RAFTER WITH (2) I/4'xl S➢F'S AT EACH END (4 PER BRACE) TYPICAL BOW .RAFTER LEAN-TO OPTION .FRAMING. SECTION SCALE: 1/8' = 1'=0' - TS BOW RAFTER SECURE WITH (4) 1/4'x1' SDF'S (EACH END) 9. �qd 2'x2'%2' 16 GA. ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'x1' S➢F'S 16 GA. U-CHANNEL BRACE 2 ON TOP AND 2 ON BOTTOM 2'x2'%2' 16 GA. ANGLE CLIP 9540• SECURE TO POST AN? RAFTER WITH 1/4'xl' S➢F'S 2 ON TOP AND 2 ON BOTTOM i� TS RAFTER in MINIMUM 6' LONG, MINIMUM 14 GA., TS POST. TS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH (4) 1/4'x1' SDFS. LEAN-TO RAFTER TO RAFTER qq POST CONNECTION. DETAIL `%"G� S• 1J SCALE:'NTS ,,��Civ..••.•Oa ��.Q�P .••�c E ti sF•. 9�% •p S 4./29✓/ 14-CC 15 STATE OF • r- ONA %-��. MOORE AND ASSOCIATES A�` s i JRS .. - .. BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. MECKED BY- PDH ENCLOSED BUILDING PROJECT NGR1 VSM ATEI-8-29-13 ALE1 NTS ND1.121175 . THIS. DOCIBENT IS THE PROPERTY OF NIUM AND ASSOCIATES,. W- .THE tMWnff =D. RFFROUCTD7L-COPYING, 13R OTHUM1SE USE. ff• THIS ZxLm T IS iCLIENT, .-.. . 14 V, &.N131. SK-3 6m, 2 - STRICTLY PROHIDIfED AIM ANY INFRINGEMENT THEREUPON MAY BE 'SUBJECT TO LEGAL ACTIO1 BOX..EAVE RAFTER. VERTICAL ROOF OPTION OR 29 GA. GALVANIZED METAL ROOF PANELS FASTENE➢ TO PURLINS WITHl/4'xl' SDF'S WITH CONTROL r.26 SEgL HASHER @ AVERAGE 6'O.C. SPACING 30' MAXIMUM RAFTER SPAN l TYPICAL END ELEVATION VERTICAL. ROOF SCALE: 1/8'. = V-0' LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS r TYPICAL SIDE ELEVATION VERTICAL ROOF' SCALE: 1/8' 1'-0' `J� ... ,�...gypqvill 4- cc �9 STATE OF i��Fss�O N A1-� %% ��//Ie111111� ENGINMOORS AND ASSOCIATES E.Rn3jE EERING AND CONSULTING, INC.:BOmmu IS THE PROPERTY Or mm AND ASSOCUITES, Dc nElBWMUU D Rom, CGPYM M On* WISE USE. DF THIS DOCUIEIiT ISY. PRM®ITED AND ANY WRDIVff T1EROPON NAY BE SUBJECT M 12 Q 3 0'725'-I8 GAUGE FURRING CHANNEL 24' l6 GA..U-CHANNEL = <PURLIN) BRACE FASTENED TO RAFTER WITH 121 1/4'x1' w SDF'S AT EACH EN➢ _ (4 PER BRACE) ' ;? 1 a A TYPICAL SECT-I❑N VERTICAL .ROOF OPTION - SCALE: 1/8'' = 1'-0' 0.725'-18 GAUGE FURRING CHANNEL SPACED NOT MORE THAN4'-0' O.C. AND FASTENED TO EACH RAFTER WITH (2) 1/4'XI' SDF'S LENGTH VARIES DEPENDING ON 3 8 SEE NOTES (PAGE 3) FOR MAXIMUM SPACING TYPICAL FRAMING SECTION VERTICAL R❑OF' ❑PTI❑N. SCALE: 1/8` ' 1'-0' 0.725'-18 GAI FURRING CHAT ROOF PANEL.ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) SCALE: NTS BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING 6T. 15. - 6