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HomeMy WebLinkAboutProject Information Ffie COPY .............. .___.__.._.._._._.__._......._ f 0 Florida Product Approval Codes Roll-Up Doors.- Janus International Corporation Model 3652: 14425.1 MAR 0 6 20V Janus International Corporation Model 1100: 12765.1 PERMITTIINif St. Lucie County, FL Janus International Corporation Model 1100: 12765.2 Janus International Corporation Model 750: 12765.5 Janus International Corporation Model 750: 12765.6 Janus International Corporation Model 750: 12765.7 Janus International Corporation Model 750: 12765.8 Walk-In Door: Elixir Door& Metal Company blank(no window): 17996.5 Elixir Door& Metal Company with 12x12 window: 17996.5 Elixir Door& Metal Company regular door w/9 light window: 17996.6 Window: Pocahontas Aluminum Company Inc.: 12940.2 Roof Deck: Capital Metal Supply Inc. Ag Panel:20147.1 Wall Panel: Capital Metal Supply Inc.Ag Panel:20148.1 If you have any questions on concern, please contact Donald Little at 386-961-0006 or at tubularbuildingsystems@gmaii.com. X File Co PY TUBULAR BUILDING SYSTEMS STRUCTURAL DESIGN ENCLOSED BUILDING MAXIMUM 30'-0" WIDE X 14'-0" EAVE HEIGHT- BOX EAVE FRAME 18 May 2016 Revision 2 M&A Project No. 16022S/16072S/16073S 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 29841AN E `a�®eea1Be��seo��® . s0 MOORE AND ASSOCIATES OF <C/ ENGINEERING AN©CONSULTING Al ����Bd '0NA e �0% 4 OT 1 . �gp�99B8�9B6g®®g 1. gA oo�ee� aP� o ® 5717 -p E OF - ��s S O R% s ea MOORE AND ASSOCIATES DRAWN BY: DAH TUBULAR BUILDTNGSYSTEMS 30'x 14'ENCLOSED BUILDING ENGINEERING AND CONSULTING, INC. CHECKED BY: PDH PE SEAL COVER SHEET THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC.THE PROJECT NGR: VSN DATE: 5-18-16 SCALE: NTS B N� 160225 UNWTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS STRICTLY PROHIMIiED AND ANY ItfRINANENT THEREUPON NAY BE SUBJECT TO LEGAL ACTION LIENT: TBS HT. 1 DWG. ND SK-2 REV: 2 ` r 4F 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 8 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 I WALL OPENING DETAILS SHEET 12 WALL ❑PENING DETAILS SHEET 13 LEAN-TO OPTIONS (BOX EAVE RAFTER) SHEET 14 LEAN-TO ❑PTIONS (BOW RAFTER) SHEET 15 VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTION SHEET 16 ❑PTIONAL FOUNDATION CAST-IN-PLACE ANCHOR SIDE ELEVATION AND SECTION SHEET 17 OPTIONAL HEADER SIDE ELEVATION 4 ®��o�t®eeaet�i�i •,,,, ���C E N S OO ,'e i • E OF • #0 S m ,�S 4®' � ®R,O p,•�\?,• Res:IONAIffoolleff MOORE AND ASSOCIATES DRAWN BY: DAM TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. FECKED BY: PDH 30'XI4'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES. INC. THE IECT uGR: vSM DATE: 5-18-16 SCALE: NTS B NM 160225 U W7MOR12ED REPRODUCTION.COPYING.OR OTHERWISE USE OF THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY OFRINGEHENT THEREUd/MAY BE SUBJECT TO LEGAL ACTION LIENT: TBS SHT. 2 DWG. ND SK-2 REV: 2 IT 4F BOX EAVE FRAME RAFTER 30'x14' ENCLOSED BUILDING WINDOW (AS APPLICABLE) DESIGN PRESSURE ROLL-UP DOOR SWINGING DOOR LOW = (21.8 PSF, -23.6 PSF) (AS APPLICABLE) (AS APPLICABLE) HIGH = (32.85 PSF, -35.6 PSF) DESIGN PRESSURE DESIGN PRESSURE LOW = (18.5 PSF, -20.4 PSF) LOW = (20.8 PSF, -22.6 PSF) • _ - - -= HIGH = (27.95 PSF, -30.1 PSF) -- HIGH = (31.35 PSF, -34.5 PSF) FLASHING FLASHING LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 30' MAXIMUM RAFTER SPAN r TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF SCALE: 1/8' = l'-O' SCALE+ 1/8' = 1'-0' • BOW FRAME RAFTER 30'x14' ENCLOSED BUILDING WINDOW (AS APPLICABLE) ROLL-UP DOOR DESIGN PRESSURE (AS APPLICABLE) SWINGING DOOR LOW = (2I.8 PSF, -23.6 PSF) DESIGN PRESSURE (AS APPLICABLE) HIGH = (32.85 PSF, -35.6 PSF) LOW = (18.5 PSF, -20.4 PSF) ➢ESIGN PRESSURE HIGH = (27.95 PSF, -30.7 PSF) LOW - (20.11 PSF, -22.6 PSF) • _ - - HIGH = (31.35 PSF, -34.5 PSF) FLASHINGL6' E IV ", s`� `+• ,�� v wee♦ \,\G lC•�,�(C�oio - � d 0 57 l LENGTH VARIES DEPENDING FN /� /(7 0 NUMBER AND SPACING OF RAFTERS I 30' MAXIMUM RAFTER SPAN m °o A a F TYPICAL SIDE ELEVATION TYPICAL END ELEVATION®'1 n' �` Q'=°�♦�� SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1'-0' oe��(1°°° O R 1 °° �iN',♦♦ INSTALLATION NOTES AND SPECIFICATIONS ®"®VBSl®Iyp" 1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE (FBC) 5TH EDITION AND 2012 INTERNATIONAL BUILDING CODE 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 = 5.0 FEET. 5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 T❑ 132 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 4.0 FEET. 6. LOW HAZARD RISK CATEGORY I (WIND). 7. WIND EXPOSURE CATEGORY B. B. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' AND 2 1/4' x 2 1/4' - 14 GAUGE TUBE STEEL (TS) FRAMING MEMBERS. FOR VERTICAL PANELS, 29 GAUGE METAL PANELS SHALL BE FASTENED TO 18 GAUGE HAT CHANNELS. 9. AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9' OR END = 6', (MAX.) 10, FASTENERS CONSIST OF 1/4'-14x3/4' SELF-DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET ❑R LESS, AND ROOF SLOPES OF 14' (3:12 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 11, GROUND ANCHORS CONSISTING OF #4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW ( C_ 108 MPH NOMINAL) WIND SPEEDS ONLY. 12. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH POST. 13. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL) WIND SPEEDS. 14. WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE: SOIL SITE CLASS = D RISK CATEGORY I/II/III R= 3.25 IE= 1.0 SDs= 1.522 V= CSW SDI= 0.839 MOORS AND ASSOCIATES DRAWN BY: DAH TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. NECKED BY: PDH 3o'Xla'ENCLOSED BUILDING UNAUTHORIZED HORI DOCUMENT E THE PROPERTY OF MpOttE AND ASSOCIATES. INC THE JECT MGR- WSM DATE: 5-I8-16 SCALE: NTS B N� 16p22S UNNITNpRI2Ep REPRODUCTION,COPYING OR OTHERWISE USE OF THIS DOCUENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION. LIENT: TBS HT. 3 DWG. ND: SK-2 REV: 2 I IT 29 GA. GALVANIZED METAL ROOF AND WALL PANELS FASTENED TO RAFTERS AND LENGTH VARIES DEPENDING ON POSTS WITH 1/4'x3/4' SDF'S WITH NUMBER AND SPACING OF RAFTERS 1 CONTROL SEAL WASHER E AVERAGE 9' O.C. 5 SPACING (MAX.) 1 q _ 12 __•��3 `24 18 GA. U-CHANNEL SEE NOTES (PAGE 3) BRACE FASTENED TO u FOR MAXIMUM WITH (21 w SPACING 1/4'x3/4' S➢F'S AT EACH END w (4 PER BRACE) x 2 p _ 3 ' B TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION SCALE: NTS SCALE: 1/8' = 1'-0' IS BOX EAVE 3/16 RAFTER NIPPLE T❑ RAFTER 3/16 MINIMUM 6' LONG, MINIMUM 15 GA., TS NIPPLE. SECURE NIPPLE ID 3/16 WITH (6) l/4'x3/4' SDF'S o BASE RAIL 3/16 o \ IS POST y `lB GA. U-CHANNEL BRACE 6' S00• ((B' RAFTER POST) a (LOW OR HIGH WIND SPEED) iu TS CONTINUOUS BASE RAIL MINIMUM 6' LONG, MINIMUM 15 GA., TS NIPPLE. SECURE POST TO NIPPLE - WITH (4) 1/4'x3/4' SDF'S SECURE WITH (4) 1/4'x3/4' SDF'S (EACH END) TS POST ) RAFTER POST/ 2 BASE RAIL CONNECTION DETAIL BOX EAVE RAFTER/CORNER SCALE: NTS 1 POST CONNECTION DETAIL SCALE: NTS ,44%%,ENE S' �0 ,®A `tee.yaP• ��c �►sF•. ;m00% O • PEO ♦ 18 GA. U-CHANNEL BRACE • FASTENED TO THE COLUMN • 0 2 I/2' AND ROOF BEAM, WITH H • � 1/4•x3/4'S DF'S AT EALH END <B PER BRACE?BRACE SECTION SCALE: NTS♦j�O'®��•�e ®R,0�o` aece�e�a� MOORE AND ASSOCIATES DRAWN BY: DAH TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. PECKED BY: PDH 30'7(I4'ENCLOSED BUILDING THIS DOCUMEMENTRIS THE PROPERTY Or MOO OA D ASSOCIATES.SE TN jSTDOCUENT IS USE or1ECT MGR: WSM DATE: 5-18-6 SCALE: NTS B N0 160225 STRICTLY PROMIRITED AND ANY [WRINGErENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION. LIENT: TBS SHT. 4 DWG. ND SK-2 REV: 2 4r TS BOX EAVE RAFTER SECURE WITH (4) 1/4'x3/4' SDF'S EACH END) 3/16 NIPPLE TO 3/16 RAFTER MINIMUM 6' LONG, MINIMUM 15 GA., 6• IS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4'.3/4' SDF'S 18 GA. U-CHANNEL BRACE TS BOX EAVE RAFTER TS POST 14 GA. o 35- 3/16 NIPPLE TO o 3/16 RAFTER • �� SECURE WITH (4) 1/4'x3/4' SOPS 6' MINIMUM 6' LONG, 18 GA U-CHANNEL BRACE EACH END) MINIMUM 15 GA., TS NIPPLE. SECURE POST TO NIPPLE o WITH (4) 1/4'x3/4' SOF'S 0 35• IS POST 14 GA. (9' TO ll' RAFTER POST FOR LOW WIND SPEED) (9' TO 10 RAFTER POST TS 2 1/4'x2 1/4-14 GA- FOR HIGH WIND SPEED) REINFORCING 3'-0' LONG. SECURE WITH (10) 1/4'x3/4' SDF'S (l2' TO 14' RAFTER POST FOR LOW WIND) (IS' TO 14' RAFTER POST FOR HIGH WIND) TS POST 0 a SECURE WITH (4) 1/4'x3/4' SDF'S (EACH END) OX EAVE RAFTER/CORNER BOX EAVE RAFTER/CORNER FiCALEOST CONNECTION DETAIL NTS iB POST CONNECTION DETAIL SCALE NTS s®SBAp ®�®oAo ♦� ��. �� eke i • No LL/�//G o :9•: E OF ••4v: MOORE AND ASSOCIATES DRAVN BY: DAH TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. HECKED BY. PDH 30'xi4'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY OF NOORE AND ASSOCIATES. INC. THE JECT MGR: VSM DATE: -IB-1 SCALE: NTS B ND 160225 UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY USRINGEMENT THEREUPM NAY BE SUBJECT TO LEGAL ACTION. LIENT: TBS SHT. 5 DVG. ND SK-2 REV: 2 C7 29 GA. GALVANIZED METAL R00F AND WALL PANELS FASTENED 70 RAFTERS AND POSTS WITH 1/4'x3/4' SBF'S VITH LENGTH VARIES DEPENDING ON I CONTROL SEAL WASHER E AVERAGE 9 D.C. NUMBER AND SPACING OF RAFTERS T SPACING (MAX.) 1 6 12 Q 3 �24' 18 GA.U-CHANNEL BRACE FASTENED TO u SEE NOTES RAFTER WITH (2) (PAGE 3) I/4'x3/4' SDF'S AT FOR MA%IMUM EACH END w SPACING (4 PER BRACE) x a s 2 B 30' MAXIMUM RAFTER SPAN TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST FRAMING SIDE SECTION SCALE: NTS SCALE: 1/8' = 1'-0' IS BOW RAFTER SECURE WITH ' NO SCREWS (4) 1/4'x3/4' SDF'S REQUIRED IN (EACH END) BOW END 9. - �q0 /Gf MINIMUM 6' LONG, MINIMUM 15 GA., TS NIPPLE. SECURE in 3/16 WITH (6) ]/4'x3/4' SDF'S NIPPLE T❑ q \-IS GA. U-CHANNEL BRACE BASE RAIL 3/16 -`DO• ( RAFTER POST) \ (LOW OR HIGH WIND SPEED) 7S POST n 0 1 IS CONTINUOUS BASE RAIL MINIMUM 6' LONG, MINIMUM 15 GA., TS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH(4) 1/4'x 3/4' S OF'S I TS POST B RAFTER/CORNER POST RAFTER POST/BASE RAIL (D�SLCALE NCCONNECTION DETAIL NTS SCALE: NTS �a®es®©osoe IF k- • o No 5 18 GA. U-CHANNEL BRACE ��• � /� s o_ FASTENED BE THE COLUMN 2 1/2' AND ROOF BEAM, WITH H Y I/4'x3/4•SDF'S AT EACH o • 'TA 1 � ® � END CB PER BRACE) O emo.Ce'• F� O ,o�;� BRACE SECTION �'�S1••.,••R••. �+ SCALE: NTS A°'ios ONA1et�N" MOORE AND ASSOCIATES DRAWN BY: DAM TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHECKED BY: PDH 30'XI4'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES. INE. THE JECT HGR= VSM DATE 5-18-16 SCALE. NTS B NO: 160225 UNAUTHORIZED REPRODUCTION.COPYING,OR OTHEMSE USE OF THIS DOCUMENT IS STRICTLY PROHINITED AND ANY [WRINGEMENT THEREUPON MAY K SUBJECT TO LEGAL ACTIW LIENT: TBS ISHT. 6 DWG Nlk SK-2 REV 2 TS BOW RAFTER NO SCREWS - REQUIRED IN ' BOW END SECURE WITH (4) 1/4'x3/4' SDF'S 9 (EACH END) �q0 n I MINIMUM 6' LONG, 1 MINIMUM 15 GA., IS NIPPLE. SECURE o BOW RAFTER AND 18 GA.U-CHANNEL BRACE ° POST TO NIPPLE o WITH (4) 1/4'x3/4' SDF'S ,i TS BOW RAFTER 33 NO SCREWS REQUIRED IN BOW END 9. Ryo /Gf N ° TS POST 14 GA. ° MINIMUM 6' LONG, MINIMUM 15 GA., IS NIPPLE. SECURE BOW RAFTER AND \ POST TO NIPPLE `18 GA. U-CHANNEL BRACE WITH (4) I/4'x3/4' ° SDF'S 1 o 3s. n o TS 2 1/4'x2 1/4-14 GA, REINFORCING 3-0' LONG. SECURE WITH (10) TS POST l4 GA. 1/4'x3/4' SDF'S (9' TO 11, RAFTER POST (12' TO 14' RAFTER POST FOR LOW WIND SPEED) FOR LOW WIND) (9' TO I0, RAFTER POST ° (I1' TO 14' RAFTER POST FOR HIGH WIND SPEED) FOR HIGH WIND) TS POST SECURE WITH (4) 1/4'x3/4' SDF'S (EACH END) SABOW RAFTER/CORNER POST BOW RAFTER/CORNER POST SCAiECTION DETAIL 1BCONNECTION DETAIL S NTS SCALE NTS S1sB�®®®e �® EE IV NE..... No® a o ® C OF <(/v 44 lok MOORE AND ASSOCIATES DRAWN BY: DAM TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. HECKED BY: PDH 30'X14'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY Or NOORE AND ASSOCIATES, INC. THE ,JECT MGR: WSM DATE: 5-18-16 SCALE: NTS .AB ND 16022S UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE Or THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON NAY BE SUBJECT TO LEGAL ACTION LIENT- TBS SHT. 7 DWG. NO SK-2 REV- 2 BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS INSTALL I/2"x6' EXPANSION WWF OR FIBERGLASS ANCHOR THROUGH BASE RAIL FIBERS WITHIN 6' OF EACH POST 1 1/2' 2' WASHERS DRILL 5/B' DIAMETER HOLE N TOP OF ASPHALT THROUGH THE BASE RAIL AND PAVEMENT OR SECURE TO ANCIiOR EYE WITH GROUND SURFACE I/2' DIAMETER THROUGH BOLT GRADE MINIMUM 27!r_7_4' EMBEDMENT --=: (TYPJ TS CONTINUOUS BASE RAIL MONOLITHIC CONCRETE FOOTING — — 1 C3000 PSI MIN.)REINFORCED .1 1--- --- WITH (2) 45's CONTINUOUS DOUBLE HELIX EYE ANCHOR (SEE NOTES BELOW) I CONCRETE MONOLITHIC SLAB 3A BASE NRAIL ANCHORAGE 3B GROUND BASE HELIX ANCHORAGE MINIMUM ANCHOR EDGE DISTANCE IS 2 1/2'. SCALE: NTS (CAN BE USED FOR ASPHALT) GENERAL NOTES CONCRETE CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH I3F 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 DR WEATHER, AND 1 1/2 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 INSI➢E 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 oeBllpAg STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. �� S• �� ®9a� 4. FOR LOOSE 7❑ MEDIUM DENSE SANDS, FIRM T❑ STIFF CLAYS AND e� P•••`C EB/+f u SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 �®�� t, •'tea o • INCH EMBEDMENT. : o 5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER • m CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 6' HELICES ` • WITH MINIMUM 60 INCH EMBEDMENT. • (19 �Loc�— 1E OF �/ O ,W O I � ivoo��•A,< O R, 0NA1- 01811glit ,,,� MOORE AND ASSOCIATES DRAWN BY: DAH TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC, KCKED BY-. PDN 30'x14'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY OF NOORE AND ASSOCIATES. INC. THE U JECT NGR= VSN DATE: 5-18-16 SCALE NT$ JOB Na 160225 AUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS STRICTLY P ONIBITED AND ANY INCRINGEIENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION. LIENTs TBS HT, B DVCw ND SK-2 I REV: 2 BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS SEE NOTES SEE NGTES (PAGE 3) (PAGE 3) FOR MAXIMUM 4 FOR MAXIMUM SPACINGI1 SPACING 4 II 7 6 I1 11 7 6 OPENING FOR ROLL-UP 1L I1 ODOR WITH HEADER 5 7 5 7 11 it _ 11 11 OPENING FOR 7 SWINGING DOOR 11 WITH HEADER TYPICAL BOX EAVE RAFTER TYPICAL BOX EAVE RAFTER END END WALL FRAMING SECTION WALL OPENINGS FRAMING SECTION SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1'-0' BO% EAVE RAFTER/POST ASSEMBLY • 8 12 9 6 7 12 11 It 6 7 ll it OPENING FOR WINDOW E.PENI-NIG FOR ROLL-UP WITH HEADER AND WINDOW WITH HEADER RAIL (ALSO APPLICABLE TO END WALLS) 7 11 1 OPENING FOR /7 SWINGING DOOR 11 WITH HEADER TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALE: 1/8' = 1'-0' ,,,111111111/�psI .�NS, lvl ®po ......••• 00 so • 57 •ems Z •• E OF . 4fj olt io��• �L Q P• N��'k MOORE AND ASSOCIATES DRAVN BY: DAH TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. DECKED BY: PDH 30'xl4'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES. INC. THE U+ PROJECT MGR: VSM DATE: 5-1B-16 SCALE- NTS JOB ND 16022S AUTHORIZED REPRODUCTION.COPYING,OR OTHERWISE USE Or THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO LEGAL ACTION. LIENT: TBS HT. 9 DV[i N0 SK-2 REV: 2 BOW RAFTER END WALL AND SIDE WALL OPENINGS SEE NOTES SEE NOTES (PAGE 3) 4 (PAGE 3) FOR MAXIMUM 11 FOR MAXIMUM 4 SPACING SPACING I1 7 g I1 1( 7 6 I! 11 5 7 5 7 II I1 11 II 7 T NING FOR SWINGING DOOR 11 WITH HEADER TYPICAL BOW RAFTER TYPICAL BOW RAFTER END END WALL FRAMING SECTION WALL OPENINGS FRAMING SECTION SCALE! 1/8' = 1-0' SCALE 1/8' = 1'-0' BOV RAFTER/POST ASSEMBLY B 12 9 6 7 12 11 II 6 7 11 11 OPENING FOR WINDOW LOP6E,NING FOR ROLL-UP WITH HEADER AND WINDOW WITH HEADER RAIL(ALSO APPLICABLE TO END WALLS) 7 11 It OPENING FOR 7 SWINGING DOOR WITH HEADER 1l TYPICAL BOW RAFTER SIDE WALL OPENINGS FRAMING SECTION SCALE 1/8' = 1'-0' ®® NE S. A4 • s • No 57 v O e E OF �d! ' O Fj MOORE AND ASSOCIATES DRAWN BY: DAH TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. NECKED BY: PDH 30'xl4'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES. INC. THE JECT MGR= VSH DATE: S-IB-16 SCALE: NTS JOB ND 16022S UNAUTHORIZED REPRODUCTION.COPYING.OR OTHERWISE USE OF THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY IWRINGE1ENT THEREUPON MAY K SUBJECT TO LEGAL. ACTION LIENT: TBS ISHT. 10 DWG. ND SK-2 REV: 2 4r 4F BOW AND BOX EAVE RAFTER WALL OPENING DETAILS IS POST (CORNER) TS RAFTER NIPPLE TO 3/16 MINIMUM 6' LONG, MINIMUM BASE RAIL 3/16 15 GA., TS NIPPLE. SECURE WITH(6I 1/4'x3/4' SDF'S 1 1/2'11 1/2'x2' 16 GA. CLIP _ ANGLE SECURE TO RAFTER o POST AND BASE RAIL W/(4) 2'x2'X2' 16 GA. ANGLE CLIP 1/4'x3/4' SDF'S SECURE TO POST AND RAFTER WITH 1/4'x3/4' SDF'S 2 ON L/ TOP AND 2 ON SIDE ITS END POST IS CCNTINUOUS BASE RAIL • END POST/RAFTER END POST/BASE RAIL 4 CONNECTION DETAIL 5 CONNECTION DETAIL SCALE: NTS SCALE NTS TS POST OR END POST TRUSSED RAFTER CHOR➢, [IS OR HEADER _ 2'x 2'X2' l6 GA ANGLE CLIP • SECURE TO POST AND EITHER TOP OF HEADER, DR BOTTOM OF WINDOW RAIL WITH I/4'x3/4' SDF'S IS END POST OR 2' 2'X2' I6 GA. ANGLE CLIP DOOR WINDOW SECURE TI POST (EACH FRAME POST SIDE) AND RAFTER CHORD/RAIL WITH 1/4'x3/4' TS HEADER OR SDF'S 2 ON BOTTOM AND 2 WINDOW RAIL ON SIDE NOTE: AT ROLL-UP DOOR OPENINGS, POST SHOULD BE TS HEADER, BASE FLUSH WITH RAIL END. CLIP HEADER�� LjR WINDOW RAIL RAIL, OR WINDOW POST TO RAIL ONLY ON SIDE T O ONNE C T I O N DETAILRAIL OPPOSITE THE OPENING. SCALE POST T❑ HEADER, BASE RAIL, OR WINDOW RAIL CONNECTION DETAIL SCALES t% sS.ee��®s®Oi ,E.IV, p o0 `Q 5 Pv I//&o v E OF ; 4U ooAl O •- OR � C� MOORE AND ASSOCIATES DRAWN BY: DAH TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHECKED BY: PDH 30'XI4'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY Or rOORE AND ASSOCIATES, INC. THE ODU IECT MGR: VSM DATE: 5-1B-16 SCALE- NTS B ND 16022S UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE Or THIS DOCUMENT IS STRICTLY PROHIBITED AHD ANY DiRINGEHENT THEREUPON MAY BE SUBJECT TO LEGAL ACTIOa [CLIENT.- TBS SHT. 11 DWG N� SK-2 REV.: 2 4r BOW AND BOX EAVE RAFTER WALL OPENING DETAILS NIPPLE TO 3/16 HEADER 3/16 "_—TS POST NIPPLE 7p 3/16 HEADER 3/16 c MINIMUM 6' LONG, MINIMUM 15 GA., TS NIPPLE. SECURE HINIMUM 6' LONG, MINIMUM WITH (4) I/4'x3/4' SDF'S 15 GA., TS NIPPLE. SECURE EACH WITH(4) 1/4'x3/4' SDF'S a o TS POST 3-12 DOUBLE TS HEADER ° 3-12 DOUBLE HEADER/POST POST/DOUBLE HER0N ECTION DETAIL 9 CONNECTION DETAIL SCALE NTS SCALE: NTS TS POST MINIMUM 6' LONG, MINIMUM NIPPLE TO 3/16 15 GA., TS NIPPLE. SECURE EACH WITH 141 1/4'x3/4' SDF'S BASE RAIL 3/16 TS CONTINUOUS BASE RAIL POST/BASE RAIL IO CONNECTION DETAIL SCALE: NTS ,,�oeeeeeeeeemm®°A�i �����s S. O ®e4m ? o 57 o ll/mil O; E OF . <U sss .....M.�vx%% sieeeeoeo MOORE AND ASSOCIATES DRAVN BY: DAH TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. PECKED BY: PDH 30'X14'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY Or Nnn AND ASSOCIATES. INC. THE IECT MGR: VSM DATE: S-IB-16 SCALE- NTS B N� 160225 UNAUTHORIZED REPRODUCTION, COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY IriRINGENENT TtEREIPdi HAr BE SUBJECT i0 LEGAL AICTION LIENT: TBS ISHT. 12 DWG. ND SK-2 I REV.: E 4r BOX EAVE RAFTER LEAN-TO OPTIONS 11 14 5 q 24' 18 GA.U-CHANNEL BRACE FASTENED TO t2 1 RAFTER WITH (2)1/4'x3/4' SDF'S AT 14 5 1 EACH END 4 (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO GP TIG 2 3 2 3 2 3 2 3 4 8 4 B 4 8 4 8 TYPICAL BOX EAVE RAFTER LEAN—TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN) SCALE 1/8' = 1'-0' TS BOX EAVE RAFTER 3/l6 NIPPLE TO 12' LONG TS IS GA, RAFTER 3/16 NIPPLE. SECURE PGST TO NIPPLE WITH SECURE WITH (4) 1/4'x3/4' SDF'S (4) 1/4'x3/4' SDF'S (EACH END) 0 2'x2'X2' l6 GA. ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'X3/4' SDF'S 2 ON 6' 9Sp0, TOP AND 2 ON BOTTOM 18 GA. U-CHANNEL BRACE TS EXTENSION - TS RAFTER RAFTER TS PGST J MINIMUM 6' LONG, MINIMUM 15 GA., TS NIPPLE. SECURE POST TO NIPPLE 1S POST WITH (4) 1/4'x3/4' SDF'S SIDE EXTENSION RAFTER/ LEAN—TO RAFTER TO RAFTER 11 CORNER POST DETAIL 12 �SC6NNECTION DETSCALE NTSNTS e®oelarerre®e 00®®� S. °•��C,°E IVS so No o o'a% TE QF •���v mm®aos®d N A���`%0 MOORE AND ASSOCIATES DRAWN BY: DAH TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHECKED BY: PD14 30'xI4'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY OF NOORE AND ASSOCIATES. INC. THE PROJECT NGR: VSN DATE: 5-18-16 SCALE: NTS B N� 160225 UNAUTiI1ZED REPRODUCTION.COPYING.OR OTHERWISE USE OT THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY IWRINGENENT THEREUPON NAY BE SUBJECT TO LEGAL ACTION LIENT: TBS ISHT. 13 DWG. Nn SK-2 I REV: 2 17 or E_ BOW RAFTER LEAN-TO OPTION 11 IS l �24* IB GA. U-CHANNEL 6 BRACE FASTENED TO RAFTER WITH (2) 1/4'x3/4' SDF'S AT EACH END (4 PER BRACE) 2 3 2 3 2 3 6 B 6 R 6 B TYPICAL BOW RAFTER LEAN—TO OPTION FRAMING SECTION SCALE 1/8' = 1'-0' IS BOW RAFTER SECURE WITH (4) 1/4'x3/4' SDF'S (EACH END) 9. �90 /Gf 2'x2'X2' 16 GA. ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'x3/4' S DF'S 2 ON TOP AND 2 ON IB GA U-CHANNEL BRACE BOTTOM QSpp, 2'x2'X2' 16 GA ANGLE CL 1P SECURE TO POST AND RAFTER WITH 1/4'x3/4' SDF'S 2 ON TOP AND 2 ON BOTTOM IS RAFTER rMINIMUM MINIMUM 15 GA., TS POST URE BOWRAFTERAND WITH (4) 1/4'x3/4• LEAN—TO RAFTER TO RAFTER 11 POST CONNECTION DETAIL eye®�etoe®os®�®® SCALE NITS pe`G s, P6_' ®ogee �,,,,��o°~\ E IV • •• i 0 r E OF i®�F'is,ON AL��,` MOORE AND ASSOCIATES DRAVN BY: DAN TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHECKED BY: PDH 3O'x14'ENCLOSED BUILDING THIS DOCuENT IS THE PROPERTY Or NOORE AND ASSOCIATES, INC. THE UM H6R: VSH DATE: 5-I8-16 SCALE: NTS JOB NM 16022S U AUTHORIZED REPRODUCTION,COPYING,OR OTHERVISE USE Or THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO LEWL ACTIOra LIENT: TBS ISHT. 14 DWG. ND SK-2 REV: 2 I : , 4r OPTIONAL FOUNDATION ANCHORAGE FOR HIGH & LOW WIND SPEED INSTALL 1/20 ANCHOR ROD THROUGH BASE RAIL WWF OR FIBERGLASS WITHIN , OF EACH 1 1/2" FIBERS POST (SEE DETAIL 'C') (TVP.) 1 1/2" INSTALL 1/20 ANCHOR RO➢ THROUGH BASE RAIL WITHIN 6' OF EACH WWF OR FIBERGLASS POST (SEE DETAIL THIS FIBERS SHEET) - _ GRADE GRADE — MINIMUM 6'J i - _.__ ,MINIMUM 6' __ EMBEDMENT EMBEDMENT -. CTYP.) _ I. _I I__ (TYP.) MONOLITHIC CONCRETE FOOTING--✓ _____ I ___ MONOLITHIC CONCRETE FOOTING (3000 PSI MIN.) REINFORCED - — -- (3000 PSI MIN.) REINFORCED - - -WITH (2) N4's CONTINUOUS WITH (2) A4's CONTINUOUS CONCRETE MONOLITHIC SLAB ONCRETE SLAB BASE RAIL l A BASE RAIL ANCHORAGE F�NH CORAGE SCALE NTSCALE NTS (MINIMUM "CHOR EDGE DISTANCE IS 1 1/2') (MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2') GENERAL NOTES CONCRETE: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL: �1s 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 DR EXPOSED TO THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE. REINFORCING STEEL: + THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE \�r 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: ANCHOR ROD THROUGH BASE 1. REINFORCEMENT IS BENT COLD. lC RAIL DETAIL 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE SCALE NTS BAR, IS NOT LESS THAN SIX-BAR DIAMETERS. 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT. E IV �•�yNE.....�OQ os � s No E OF 141 . � A%4 s MOORE AND ASSOCIATES DRAWN BY- JM TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. HECICED BY: PDH 30'x14'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC_ THE 2ROJECT HGR: VSN DATE: 5-18-16 SCALE: NTS B ND 16022S UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE D< THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INFRINGEMENT THCREUPON MAY RE SUBJECT TO LEGAL ACTION. LIENT: TBS ISHT. 16 DWC, ND SK-2 I REV: 2 OPTIONAL DOOR HEADER 2 1/2x2 1/2-14 GA _ (TYP.) 2 1/2x2 1/2-14 CA 2 1/2x2 1/2-14 CA V-B' D.C. (TYP.) C0 3/16 3/16 3/16 TYP 3/16 TYP HEADER DETAIL FOR DOOR HEADER DETAIL FOR DOOR OPENINGS 12'< LENGTH 05' OPENINGS LENGTH K12' SCALE: NTS SCALE NTS BS A A yo Se®® ee No 5 • .�}• meS' ' C9 ♦ e i1!A ®ae111111', �� MOORE AND ASSOCIATES DRAWN BY- JN TUBULAR BUILDING SYSTEMS ENGINEERING AND CONSULTING, INC. CHECKED BY- PDH 30'X14'ENCLOSED BUILDING THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE JECT MGR= VSM DATE: 5-16-16 SCALE= NTS JOB NO: 16022S UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE Or TNIS DOCUMENT IS STRICTLY PROHIBITED AND ANY 1WRINOEMENT THEREUPON WHY BE SUBJECT TO LEGAL ACTION LIENT: TBS NHT. 17 DWG. ND SK-2 I REV: 2