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Home My WebLink AboutBuilding Plans; Structural DesignSTRUCTURAL DESIGN ENCLOSED BUILDING EXPOSURE B MAXIMUM 30'-0" WIDE X 20'-0" EAVE HEIGHT- BOX EAVE FRAME AND BOW FRAME 18 December 2017 Revision 4 M&A Project No. 16022S/17300S Prepared for: Tubular Building Systems, LLC 631 SE Industrial Circle Lake City, Florida 32025 Prepared by: Moore and Associates Engineering and Consulting, Inc. 1009 East Avenue North Augusta, SC 29841 401 S. Main Street, Suite 200 S"MOO ��`�PIN�' E N SF. 9� Mount Airy, NC 27030 ;.� .•��G No 57170 Digitally signed by Wayne S = Moore 9 STATE OF 44/Z Date: 10. T� O R t Q P' ��.11 MOOR ASSOCIATES 12105:114104'00' ERINGOANOCONSLNG �SS�ONA� E--01", This item has been electronically signed and Baled by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic copies. I'llI'llAND v PANELS FASTENED TO RAFTERS AND POSTSL 29 GA GALVANIZE➢ HE PANELS FASTENED TU RAFTERS AND POSTS H` _ la GA .-CHANNDEL III I,I _1E F—ENE01 1 AF ITH T 3p / /� \ / - IE DNEOANN➢EL 14 2H1 rN➢ <9 SPERS AT EACH E BRACEI 1. \ /1 { BRA F S [ TE EAPTER vITH IAS 2-IAx3/418 SPERS A EACH EN➢ IDEA 1 I (2 ' p I -V -➢• -.I— RAI J L- - HAVURW eK rCc :PAN _ I TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION SCALD MS SCALE: N1 SEE NUTES [SHEET 3' FOR mA.... 3PAUMG TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE: NT- MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. No 57170 ir STATE OF '"kJ Opikv lifilm This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic copies. TUBULAR BUILDING SYSTEMS 301•0"x20'-0" ENCLOSED BUILDING F.XP. R ,® ND No SK-3PEV.- 44 SEL PRE VITH ZDF'S REACH ' N \ I- BDS eAFTCR— I. NO SCRES — / DO, END • e/yOc S ` ` —TS DUUBLE C"UMN 2 CONNECTORSECUS�EEVE le • —IB GI U-CHANNEL BRACE SLEEVE i0 BASE RAIL 1 MINIHJu Is (41 X12-14x3/4'GITHSDE'S MINIMUM 6' IONG.— I i bb ISM NIPPLE SECURE 4 R CONTINUOUS POST RAFTER AND TO NIPPLE WITN '. BASE RAIL a I—S s - iA• COLUNNBLE —1 RAFTER COLUMN/BASE RAIL BOX EAVE RAFTER COLUMN 2 CONNECTION DETAIL SCPLF NITS CONNECTION DETAIL I FOR HEIGHTS 14'-0' < TO S 16'-0- l SCALENIT, e AE 2 i2' FASTERNEI TONTHE+COLUMN aN 4-4IMP IAT AJ11S`I. ENO r8 PER BRACEJ EACH Il O , \� M1I / BRACE SECTION y O 9�G� :.``yJP•��OENSF' SCALD NT$ NO 57170 ir STATE OF ' This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic -pies. MOORE AND ASSOCIATES DRAWN BY, LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CNECKED Dri PDH 30'-0"z20'-0" ENCLOSED BUILDING EXP. B 19 N6 TAUS OOCUENT IS TIE PtapERTY OF ImE Alm ASSOCIATES CGDEERDW AND PR13ECT NC36 VSN IS-17 SCALE- NTS 160225/173005 COISLETOG TIE INAIfIIOQIID RFPIE Ductri 1, cVYpG. cat OOERVISE 16E T THIS [OCUE]R IS STRICTLY PRma7t1ED ARp AA,` RiRMaplT TIEIE11R1 MY C SIDLECT TO LEGAi- ACTION. CLIENT, TBSI.T. SA DVG NO. SK-3 EV., 4 TS BOW sEGNRz <,T�, rEP S➢r'S (EACH END,I V PPETER—- NO SCREVS— OUENEND IN la BUV pNE. NU ` UrB IN BDVEND a,TH .3/4' SDE'S (EACH ENI U-CHANNEL BRACE NINInUm a' LONG. ICA -IB GP U-CHANNEL BRACE TSN NIPPLE N1PALSECURE _ BDV RA ADS' TD E _ WITH 111 ➢E x12-1 a.a/1' S —TSNIIP E nIBOW 15 GP .1 NIPPLE SECURE BOW H 1.1 PNO POST T WITH <°) DSOFPSLE BOX EAVE RAFTER COLUMN -Ts COLUMN CONNECTION DETAIL iB FOR HEIGHTS S 10'-0- SC Ts NTS 2 1/1't2 a GA RE, "`NCH. 6'1/ I- ' LONG 1HVLO 1 AND 5--0• LGNG ILV RE WITH (101 p12-14.3/1 S➢r S LPieGP U-CHANNEL BRACE TENS➢ TU ➢ RG.F BEA.N VI1HIt<) I,—,I,—,N➢ (B PER BRACE) EACH BRACE SECTION BOX EAVE RAFTER COLUMN CALL NTS CONNECTION DETAIL IA FOR HEIGHTS 10'-0- < TO S 14'-0e CASE �♦`�yNE 1 S. A4; �, ,, % GLNnN No 57170 _MINUMUM 6- LONG, p D J MGNNECTUR EVE TSLEEVE 3/:6 I " ININUN IS SE RAIL SECURE VITHA(9 _ xlz-:1,a/v S➢T'S ,1111 RAIL O'. STATE OF :�4/� �<0AIOPC�`�: — — ?. ��OS�ONA� E�♦``� II— —1 RAFTER COLUMN/BASE RAIL This item has been electronically signed and CONNECTION DETAIL 2 sealed by Wayne S. Moore, PE. using a Digital Signature and date. SCALE: NTS Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic -pies. MOORE AND ASSOCIATES DRAWN BY, LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. cHEcNED Hy, PN4 30'-O^X2O'-O• ENCLOSED BUILDING EXP. B PRo.ccT NCR vsN 1E1 Bz-te-n t60cozzNasinaDDs rNTHIS Dduvrr a THE nvEmY a tms no A�GTES ElAatmpa Alm COIS[LTIMG TIC 1/IIII}I� RDROOIFfmI, lTl'Yd6. Ot OIIER1I113E IISE � CLIENT, TITS STET. BH DVG ND SK-3 EV.1 4 THIS mL h: T R SiR PRil101TE➢ Alm ANY HilmfflOR TIFAflPp1 1MT HE AO.6T TO LEGN- AC1IDL 3E RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED ` I "I HTB EE T n EE OF E 2• WASHERS +'CHOR 6' OF EACH POST RIES —DR16 EIAMETER MULE TpVEOR000 I RSP H SE RAIL AND r1T\ T I GROUND SURFACE , 1 J I OF' I/2U DIAMETER TOHRDUGH BOLT 11 -i I -dill' -I-i �� III _ s cmmLulnc `3 f BASE RAIL EREDR EMBEDMENT ITYPI HDIOLIT1RETE D 0M PSI MINI NI REINFORCED InG --i I�I _ HELIX E T E AMC WITH 121 nas CONTINUOUS YY-^' I EE'0TE, D COO. CONCRETE MONOLITHIC SLAB 3A BASE RAIL ANCHORAGE SCALE: NTS (MINIMUM ANCHOR EDGE DISTANCE IS 4') . COORDINATE WITH LOCAL CODES/ORD 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 1 112 INCHES ELSEWHERE REINFORCING STEEL, THE TURNDOWN REINFORCING STEEL SHALL BE ASTIR A615 GRADE 60 THE SLAB REIIFORCEMENT SHALL BE WELDED WIRE FABRIC MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED, I, 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 AN➢/OP. 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 12; 4- HELICES WITH MINIMUM 3C INCH EMBEDMENT 3 FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS, AND CLAYS USE MINIMUM 12; 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 5C INCH EMBEDMENT 5. FOR VERY LOSE TO HELIUM TENSE SANDS, FIRM TO STIFFER CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM 12: 8' HELICES WITH AND 6C INCH EMBEDMENT MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. raS poctAv,T IS TBc PI®ERTY 6 — — AS = BIIDR®DE — C 3 B GROUND BASE HELIX ANCHORAGE / SCALE HIS (CAN BE USED FOR ASPHALT) ..........G E N F.; No 57170 Q : : j 3% STATE OF :�� i4�Cc • c� 0 R \lifil m This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any elearonm -pies. TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B JOB ND 9A JDWG ND SK-3 [REV., 4 OPTIONAL FOUNDATION ANCHORAGE FOR LOW & HIGH WIND SPEED VITMIN R6.Di EnCH RAC FIBERS POST ISEE DETAIL 'C'IL \ —OLtTNIC CONCRETE ECCTINc-j13DOO PS -- REINFORCED 4 WITM II MIN) CONTINUOUS CONCRETE MONOLITHIC SLAB IA BASE RAIL ANCHORAGE SCALE i FITS MUM ANCHDR EDGE DISTANCE IS 1 1/2-) a COORDINATE WITH LOCAL CODES/ORD. 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 1/2 INCHES ELSEWHERE REINFORCING STEEL, THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE Co. 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, l REINFORCEMENT IS BENT COLD 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR IS NOT LESS THAN SIX -BAR LIAMETERS 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELL BENT. ANCHOR ROD THROUGH BASE IC ; RA11 IL ,DETAIL MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. MID E W ,MY Z BE IITTP➢,ENT C [ONCR,TE F➢ xUOTING ' I30DULR - NO s) E — '— ITN 21 D CUNT MUOUS _ — CONCRETE MONOLITHIC SLAB C v3 BASE RAIL ANCHORAGE SCALE NTS (MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2') x COORDINATE WITH LOCAL CODES/ORD. N11ES. EA4; O..!" � G E N SF.; No 57170 jr STATE OF ' 4J This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. TUBULAR BUILDING SYSTEMS 30'-0"z2O'-O" ENCLOSED BUILDING EXP. B 9B V3WG, NO SK-3 `.D BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS SEE NpTES SEE NpiES H TYPICAL BOX EAVE RAFTER END WALL FRAMING SECTION nLL I. SEE NpiES cSHEET 3) MRi1NUN BEING `l. pvprvlrvc roe np�pry viTw wERnEM TYPICAL BOX EAVE RAFTER END WALL ❑PENINGS FRAMING SECTION SCALE NTS TYPICAL BOX EAVE RAFTER SIDE WALL rvOPENINGS FRAMING SECTION %��EIS.�MOO��i . G E N SF.; No 57170 ` ir STATE OF ' 4J This Item has been elearonically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic copies. MOORE AND ASSOCIATES 1DRAVN By- LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. ICHECKED By, PDM 30'-0^x201-0" ENCLOSED BUILDING EXP. B BOW RAFTER END WALL AND SIDE WALL OPENINGS TYPICAL BOX EAVE RAFTER END WALL FRAMING SECTION SCALE NTS TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING SECTION SCALE: NTS <si+Eci i A . EAVE RAFTER-1 1111 nBLv pRPKING x RJ H 1, H H H (H DPE➢NM. FHR coot �n��uQ+UER ENrNc rpR uw➢Dv �2 -a nPrtlnL>t SY]N H�rCIFn MITH HEA�➢ER AN➢ KITH HEA➢{s P Ix➢n P [iLinAEN➢ TYPICAL BOX EAVE RAFTER SIDE WALL FRAMING SECTION SCALDNOPENINGS `��NE1S"!y00��i, G E N SF. No 57170 ir STATE OF '4� EO�``� lilt This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic -pies. MOORE AND ASSOCIATES .AV. BY- IT TUBULAR BUILDING SYSTEMS ICHECKED By, PDH ENGINEERING AND CONSULTING, INC. so'-o^gzo'--o^ ENCLOSED BUILDING EX? B BOW AND BOX EAVE RAFTER WALL OPENING DETAILS r= eartER- Ts cowxry ¢OxNE o —Ts COLUMN - r / MIN]HUM a'ILrNG nIu— S OR END COLUMN MN WITHA iS 2-14.3 QE[u E - CLIP S' PNGLE 19x S CLIP SECURE LCOLUMN AND EITHER TOPOl' HEADER,OR BON iUM OF 11 IA ILI' ANGLE V12ND O1L ITH 2 P SECURE2 1GA ANGLE NIPPLE TO -� ANC RE T AF IRN - 4' SDF'S CLIP RAFTER TO COLUMN BASE RAIL 3/16 RN214p3E4- SDFS ANDISP AND 2 ON END C LLNN SIDE2 O WINDOW It �s c—Narous BASE RAIL HEADER OR WINDOW END COLUMN/RAFTER END COLUMN/BASE RAIL RAIL TO COLUMN 4 CONNECTION DETAIL l 5 SCACONNECTION DETAIL ; 6CONNECTION DETAIL T_ PP— D RAFTER CHORD, ALR "'A NUIFIC TO HEADERNUIPLE HEA.CR TO -MINIMUM 6• LONG, 16 GA A 5 GA GTS TS END (WINDO lEA`THLLIP SSID I AND COLUMNJ-1- 3 " N PPLE SECURE Qt DOOR WINDOW RD 1' IT 9 FRAME DST WITH NI2-14-44A'I SDF'SI'S➢F'S NUDiE BOrrOM arv0 2 rn a• LONG, 2 ON MINIMUn 5 GA, TS E� AT Rp LL-UP DOORNIPPLE SECURE EACH yOPENINGS, UST SHOULD WIITH I41 412-14a3/4' RAILFOREINDOV�BEF RAIL C -��- - RAIL END RAILCLIP POST TO ONLY ON SIDE iSFOL.. 3-12 _r_ DOUBLE HEADER RA OPPOSITE THE OPENING HEADER, — COLUMN/DOUBLE HEADER COLUMN TO BASE RAIL, HE DOUBLE HEADER/COLUMN 9 CONNECTION DETAIL OR WINDOW RAIL 8 CONNECTION DETAIL 7 CONNECTION DETAIL -TS CDLUmI INIMUM L• LONG, - , NIPPLE M SE CURE TEACH CeFH r4 2-19.3„• `,/11111111I/I/ A`S. MOO" 9 � `Fa � E N SF' :9F` .� EASE �� •'�.�C No 57170 COLUMN/BASE RAIL iCl CONNECTION DETAIL 9 • STATE OF 11J� SS,O N A11 E0Cy• This item has been electronically signed and sealed by Wayne S. MDore, PE. Using Is Digital Signature and date. Printed copies of this document are not to nsidered signed and sealed and the signature must be verified on any electronic copies. MOORE AND ASSOCIATES I)BAVI BY- LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHECKED Br. Ism 30'-ONW-0" ENCLOSED BUILDING EXP. B IUD H6 MS IDCl/EDT M THE FROPEIRY OF Hi NO ASSMA1ES EHgDmUG Nm PROJECT Mt➢b VSH COmLT THE UW(IIQ® WROM)CnE 4 COPYING,M DDEN17g UK IF _ _ TIRI m.TIF11T a SIRO;ILY PRaDROED Mm MY DFRDIGIOR THERLFON MY i SIIB.RL•T M LEGAL ACTOI C I TBS HT. IP VG IIDI SK-3 J 4 BOX EAVE RAFTER LEAN-TO OPTIONS 1I1111- IXILNSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION H TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH ❑PTIONS SHOWN) SCALE: NTS MAXIMUM WIDTH OF SINGLE MEMBER RAFTER LEAN-TO IS 16 -0' S FBI EAVE RAFTER,—• NIPPLEIL16 ill 3116 -_(� CA SECURE TO [GLUM ANGLECLIPLIP N19 1 5 OA NI1PP,L,'N GTEENP1' 12-1Ax3/°' SOPS 'V'IIN t0.� e • 1i E'er 9xT3 ` 9 SOF S E. ENO) ��RAFTER vlT ip12 3/9 Bm SM ON OP AND 2 ON RAFTER RAF EXTENSION TER ' GA.E_A IS TS NIPPLE SECURE E -:d GA U-CHANNEL BRACE — ` - fIT'N LEAN—TO RAFTER TO RAFTER WU 1dF's 12 IS MUNN— COLUMN CONNECTION DETAIL 11A SIDE EXTENSION RAFTER/COLUMN DETAIL SCALE N `,��IIIIIII�T�� _ �. NE S. MO.,,�� . y �� G E NSF 9FGG No 57170 STATE OF ' 4J c:0R\OP�\�,� This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic copies. MOORE AND ASSOCIATES DRAWN BY. LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHECKED BY, PBM ao'-O^Xza-O" ENCLOSED BUILDING EXR B AB IS THUS Dili INKLR TIME PIIQERTY a M/i Nm ASS Olt r.-- ABIG Nm PRD,ECT MQl. VSN TES 12-I8-17 SCALE. MS 160225/I7300S COMS1DOU TIE SMM�D RE FITEO ANOD �TDtO, Q OII 7HOW IEE 6 X Bdl, T IS L ACTY gM®ITTB Nm NIT DiRB"mEllF 71EAEIFOI MY iF SU).6T 70 LEGIL ACTIIN CLIEM, TBS SFR. 13 1DWG ND. SK-3 IREV, 4 BOW RAFTER LEAN-TO OPTIONS TYPICAL BOW RAFTER LEAN—TO OPTIONS FRAMING SECTION (BOTH ❑PTIONS SHOWN) SCALE: NTS MAXIMUM WIDTH OF clNR F MF—P PAFFU-�_AH-T- { TS 00M P.ars— ` 12 � REOUIREa tN BOv ENO ` j A"LE-, 9ESOFnTn nNru \ - .E CA U-CNPNNEL _ftnEru T. F rEf 4y; —T 13 SIDE EXTENSION RAFTER/COLUMN DETAIL MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. .......... G E N SF. No 57170 '33 '3 STATE OF ',kJ This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic -pies. TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B ND, SK-3 No 57170 ir STATE OF ' 4J c:OR\OP�\�,� This Item has been elearonically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic espies. MOORE AND ASSOCIATES DRAVH BY, LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. 30'-0"x20'-0" ENCLOSED BUILDING EXP. B PE SEAL COVER SHEET CHECKED BY, PBH PRILECT HM VSM 7 JOB rm, 16022S/I7300S tests LTDG T 33 t1E PgOP!]f1Y 6 ImE gtm atmcurzs nUDEX U aam wtsttirD� Ttc n BEPgDARTBlI. �rtrc, rF mrExvltt USE ar CLIENT TBS I HG SK-3 Vu 4 $w ,I.y TIIS mCUE]!1 IS gTR3-W PI�fiF9 Mm NIT pi'I�Imprt TIElElR1 INY � Suo.Ecf 10 IEG�I aCTIOa BOX EAVE RAFTER VERTICAL ROOF/SIDING OPTION 29 GR. GALVANIZED METAL PANELS FASTENED TO PUMLINS I IIIII I I I I I III I ,- �� TYPICAL END ELEVATION VERTICAL ROOF/SIDING OPTION SCALE NTS TYPICAL SIDE ELEVATION VERTICAL ROOF/SIDING-OPTION SCALE N I S TYPICAL SECTION VERTICAL ROOF/SIDING ❑PTION SCALE NITS SEE NOTES RING CHANNEL SPACED SHEET " T4'-D' DE AND FASTENED N pEArHERAFTER VITH (2) Al2-14w3/4' TYPICAL FRAMING SECTION VERTICAL ROOF/SIDING ❑PTION SCALE: NTS N� „S.n4;' ,, R'aGmax R IN NEL `P: v�GENSF 9� �•`S� No 57170 - . i '3 O'. STATE OF t�4•` ROOF PANEL ATTACHMENT ��F c< �� ,,�ISS�ONA, (ALTERNATE FDR VERTILAL kIJ::: I'ANLL SCALENTS This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic -pies. MOORE AND ASSOCIATES DRAVN BY, LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHEa® BY, PDN X-O"x2V-1)" ENCLOSED BUILDING EXP. B ® N6 THIS DOgSENT IS THE INURIEPRQPIREY OF ImTI IN PYW, IFS AGtrVISE U E PROJECT MCR VSN TES 12—I8— 7 SCALES NTS 16022S/173005 CtIABLTDG TIE U"Y"C'E gD D)QII�LCI" CT "Pa lR ITAERVISE u5E 6 THIS IDiECT T1 IS S1 XTI F'I�IISD AMD ANY DFRIMGEIO41 TAEIEIFOI My K SUI.ECi TD I.ETiI,L ACTIDt CLIENT TBS SNT. IS V4 N0� SK-3 kV, 4 OPTIONAL DOOR HEADER 2 1/2,,2 1/2-14 GA. <TYR) I -2 1/2.<2 1/2-14 GA. I'-8, O.c (TYP.) TYP HEADER DETAIL FOR DOOR OPENINGS 12'-0' < LENGTHS 15-0' MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. inr TYP 3/13/166 HEADER DETAIL FOR DOOR ❑PENINGS LENGTH S 12'-0' SLaLE NTS `,`,`yN� I S I IOO'''' .�.. G E N SF. No 57170 ir � STATE OF ' Onko This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic -pies. TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B JOB NO, 10 SK-3 DRAWING INDEX SHEET I PE SEAL COVER SHFI SHEET 2 DRAWING INDEX SHEET 3 INSTALLATION NOTES AND SPECIFICAIIONS SHEET 4 TYPICAL SIDE AND END ELEVATIONS SHEET 5 TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOX EAVE RAFTER) SHEET 6A TYPICAL RAFTER COLUMN CONNECTION DETAILS (LACED COLUMN) SHEET 6B TYPICAL RAFTER COLUMN CONNECTION DETAILS (DOUBLE COLUMN) SHEET 6C TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN) SHEET 7 TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOW RAFTER) SHEET 8A TYPICAL RAFTER COLUMN CONNECTION DETAILS (DOUBLE COLUMN) SHEET 8B TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN) SHEET 9A BASE RAIL ANCHORAGE OPTIONS SHEET 9B OPTIONAL FOUNDATION ANCHORAGE SHEET (0 TYPICAL END WALL AND SIDE WALL ❑PENING FRAMING SECTIONS (BOX EAVE RAFTER) SHEET 11 TYPICAL END WALL AND SIDE WALL OPENING FRAMING SECTIONS (BOW RAFTER) SHEET 12 WALL OPENING DETAILS SHEET 13 LEAN-TO ❑PTIONS (BOX EAVE RAFTER) SHEET 14 LEAN-TO ❑PTIONS (BOW RAFTER) SHEET 15 VERTICAL ROOF/SIDING OPTION END AND SIDE ELEVATION AND SECTION SHEET I ❑PTIONAL DOOR HEADER ,,,`,yN� N0 57170 0: :ir . -.0 This item has been electronically signed and Baled by Wayne S. Maore, PE. using a Digital Signature and date. Printed copies of this document are not co —cl signed and sealed and the signature must be verified on any electronic copies. MOORE AND ASSOCIATES I BRAWN BY. LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. ImEem BY. vmr 30'-0"x20'-0" ENCLOSED BUILDING EXP. B 2 IDWa NM INSTALLATION NOTES AND SPECIFICATIONS 1. DESIGN IS FOR A MAXIMUM 30'-0' WIDE t 20-0' EAVE HEIGHT ENCLOSED STRUCTURES 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC) GTH EDITION, 2012 INTERNATIONAL BUILDING CODE (IBC>, AND 2015 IBC. 3- DESIGN LOADS ARE AS FOLLOWS: A) DEAD LOAD = 1.5 PSF B) LIVE LOAD = 12 PSF C GROUND SNOW LOAD = 10 PSF 4 LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 50 FEET 5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH), MAXIMUM RAFTER/PUST AND END POST SPACING = 40 FEET 6. LOW HAZARD RISK CATEGORY I (WIND) 7 WIND EXPOSURE CATEGORY B 8. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2" - 14 GAUGE TUBE STEEL (TS) FRAMING MEMBERS, FOR VERTICAL PANELS, 29 GAUGE METAL PANELS SHALL BE FASTENED TO 18 GAUGE HAT CHANNELS (UNLESS OTHERWISE NOTED). 9 AVERAGE FASTENER SPACING ON-CENTEP.S ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9' OR END = 6% (MAX) 10 FASTENERS CONSIST OF M12-14u3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' 13:12 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. I1. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6- OF EACH RAFTER COLUMN ALONG SIDES 12 GROUND ANCHORS (SOIL NAILS) CONSIST OF N4 REBAR W/WELDED NUT v. 30' LONG IN SUITABLE SOIL CONDITIONS MAY BE USED FOR LOW ( ( 108 MPH NOMINAL) WIND SPEEDS ONLY. OPTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USE IN UNSUITABLE SOILS AS NOTED, 13. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND MUST BE USED FOR HIGH WIND SPEEDS 14, WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE: SOIL SITE CLASS = D RISK CATEGORY I/]I/III R= 3.25 IE= 10 Sys= 1.522 V= C,W Sy(= 0839 ..........G E N F.; No 57170 ir '33. STATE OF ',417 This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic copies. MOORE AND ASSOCIATES I DRAWN BY. LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. IcHEaKEID BY. PDH 1 30'-0".20'-0' ENCLOSED BUILDING EXP. B OF MY [L[EHT THS 3 VG NU $K-3 BOX EAVE FRAME RAFTER ENCLOSED BUILDING TYPICAL END ELEVATION —HORIZONTAL ROOF SCALE NTS BOW FRAME RAFTER ENCLOSED BUILDING ROLLq UP DGDP. PPPREiSURE—$VINGING DOOR DESIGN AN PRESSURE SF� t27 PSPSF, D PSP LOW - I'- PURE HIGH - r2�.95 - = B SF. --34 P NIGH = c31.35 PSF. -3915 SP CE= TYPICAL END ELEVATION SCPLE. NT- TYPICAL SIDE ELEVATION SCPLL NT- MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. LENGTn vAP.lE3 DEPENDING ON NUnerP Arvr. sAurr.0 =av lEas TYPICAL SIDE ELEVATION —HORIZONTAL ROOF SCALE NTS I ISF;,`eS.A4..-9!" ``yN�O 0EN� No 57170 ir -0 STATE OF ,0c:0RI0P�\�, This Item has been elearonically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B AB NO, NOr SK-3 29 G AND VALL (—i TAILLS NED ID RAFTER, AND POST_ ID GA D-CHANNEL 1 BRACE FASTENED TO 11 RAF 1 R ITH a" "4' SDR'S AT EACH END r8 PER BRACE) ' 3 4 A nA o m'-D•.ra.tn5. RAFTER TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE: PITS AND a PANELS EAST .. D 1. RAFTERS AND B4. ON GA \ BRACE FAS FREE A TO L 1 D12 a SOFS A EACH END rB PER BRACE) Li 1 � 29 A ARAFTE RS LVANIZED HEROOF AND W PANELS FASTENED O AND POSTS 21' 18 FAA D-CHATOL �) /I eaq`7E TENE➢ ER u�TH ro i EACH END <8 PERSDRACE) 1111HUM RAFTER SPAN J TYPICAL RAFTER/COLUMN END FRAME SECTION SCAI I: N I S SEE NOTES _V, _ ydE111G Ur 44i'rFi' TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE. NTS SCALES NTS ,`,`yN� I S. ` I OO'',, No 57170 ir STATE OF ' 4J ,�s'c: O R I O P x This Item has been elearonically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. MOORE AND ASSOCIATES DRAWN BY- LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. cHECKEB BY. PBH 30'-0"x2o'-0" ENCLOSED BUILDING EXP. B Na THIS rmgE>rT 1S THE PatTFNTY lT ImE Mm ASSOG, M nan¢Ima AND PROJECT NCR VSN -I8- 7 NT 7 MSLITBG TIE uHlERm yffp 13r1®UCrroI. ®YDG, ut uTlElev[SE USE Q ¢ SS �To IUX.AL ACTICKP+rv®TTcn wm wry DaImmort THrn[xsvl Iur CLIENT TBS IgHT. 3 -a N01 SK-3 + 4 BOX EAVE RAFTER COLUMN CONNECTION DETAIL I FOR HEIGHTS 16'-0' ( TO Ip '� a �-rra nr, e i`astROo c allo ROOF or e 1, v� aHo ��e'vca Eeaarr� Each z BRACE SECTION SCALE, NIS i� RAFTER COLUMN/BASE RAIL Z CONNECTION DETAIL 20-0' N� S. B OO'''' �GENSF.9�:� No 57170 ir STATE OF '4� This Item has been elearonically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. TUBULAR BUILDING SYSTEMS 3Y-0"x20'-0" ENCLOSED BUILDING EXP. B SECURE WITH, 3/A' S (EACH ENUI iS R[pF gPT IEP. —'ECTGR SLEEVE 2 TO RAFTER R 6' •5• 3-12 �Y BAUBLE ENLUNN MINIMUM 6• LUNG ` s 3-12 l NIMUN 6- LONG, MINIMUM IS SEC CONNECTOR SLEEVE TSD iITPLE. URE - MIHIMUn 'S GA, U IPPLE E iD'.3/16 SECURE ITH [9 WITH 141 BASER p12-1<y3/9' S6�S M-lax3/4' SBF'S ` BASE RAIL -IB GA. U-CHANNEL BRACE TS CUNi1N0005 a RAIL — �1/f�/l- -TS BUUBLE COLUMN /\ RAFTER COLUMN/BASE RAIL 2 CONNECTION DETAIL BOX EAVE RAFTER COLUMN CONNECTION DETAIL 1 FOR HEIGHTS 14'-0' < TO S 16-0' e GA U-CHANNEL BRACE ASTENED TO THE COLUMN 111111111/� ._" «„ aE110E1, BRACE SECTION EACH °ENE S. �yoo,,�, PLRBRAEE `��y�Q•��GENSF.9F�•' No 57170 ir STATE OF ' 4J Opikv 11-111,ONA11110 This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic -pies. MOORE AND ASSOCIATES DRAWN BY. LT TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHECKED BY. PDH 30'-0".20'-0" ENCLOSED BUILDING EXP. B JCIB - TMIg DOOLNE f n it¢ PIapEEKTY or "OEMANB ASSIICIATES DKON IRING AIm PROJECT NM VSN TE- 12-I11-17 SCALE- NTS 16D22S/173D0.S CVIS1LT M UNAUDOI13fD RVROXXTI N, CDPTBG, OR 1111[RVISE 115E Ii TM IDCUQIT IS STRICTLY PRVN11 ED Alm AI DiRDI THEREtNR! MY E SUBJM TO LEL1L ACTH CLIENT. TBS SHT. 6B Vfi ND SK-3 SECURE WITH SDr'S ?EACH ENO) I. NUUN P_ S.HEVETOR InRAFTER 6' MINIMUM 6' LONG, MINIMUM IS GAIS NIPP .URE e POST TO NIPPLE WITR12 �14x3/4' SDF'S I! —16 GP U-CHANNEL BRACE 1— _EVE 3/ TO RARE TS RGG �S' jECOPE WITH ` SIK'SEACH CNOI e� MINIMUM 6' LONG. MINIMUM LO IS IPPLE SECURE Itl GA U-CHANNEL BFA[E POST TO NIPPLE WITH (4) X 2-19 x3/4• SIH"S S COLUM _TS 21/4..21/4.-14 GA RNIONSUPCING -0' LONG (HV) LONG SECURE OWITH 1101L X12-14x3/4' SDF's e BOX EAVE RAFTER COLUMN CONNECTION DETAIL 1 A FOR HEIGHTS 10'-0' < TO S 14'-0' GALE: NTS Ts ¢Lu -[!__ NN 6 I MINIMUM 6' LONG, MEN N gT0R SLEEVE GA( ➢P C RAIL SECURE 14H 9 p IT'S TS2CDNNTA'LLCUS BASE — RAFTER COLUMN/BASE RAIL 2 CONNECTION DETAIL MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. BOX EAVE RAFTER COLUMN CONNECTION DETAIL 1B FOR HEIGHTS j 10'-0' -ALE. NT TA. U-CHANNEL BRACECOLUMNEI I TO THE 2 I/2 AND 1"' BEAM. WH t4 41PER BRAE)1AT EACH ` r Erv0 to BRACE SECTION No 57170 jr STATE OF '4J NA,'111111 E��`� This Item has been electronically signed and sealed by Wayne S. Moore, PE. using a Digital Signature and date. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic copies. TUBULAR BUILDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP. B fIz -le-nEl CvVG n