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1988-457 (2)POLE BUILDING/SHOP/GARAGE 28'X40'm V4' CEILING HEIGHT 1'�_f TOP CHORD 2X6 SO. PINE #1 DEN RD BOT CHORD 2X6 SO. PINE #2 DEN RD WEBS 2X4 50. PINE #3 NO WANE OR LOOSE KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. Top Chord Checked with purlins spaced @ 24" o.c. All top chord splices occurring between panel points are to be located at approximately 14 of panel length from panel point.(+6") Sy�. About I 5X4 4x6/spl qXq 8X8/spl 8x8/alt spl 1.5X3 with block 4x8/ o spl * 2X4 CONTINUOUS LATERAL BRACING. ATTACH WITH 2-16D NAILS NOTE: 2x4 Continuous Lateral Bottom Chord Bracing @ 10'0" max. o.c. required. Attach with (2) 16d nails (unless rigid ceiling is attached directly to Bottom Chord) _ 28-0-0 'LATE TYPE --ALPINE SEON--338925 FURNISH R COPY OF THIS DESIGN TO ERECTION UNLESS THESE SPECIFICATIONS **IMPORTRNT** FOR Lun)ER RID u TRUSSES REOUIRE EIR IFIE NING CRE IN HWOLIND, oIECTION C7 ALPINE WAR CORECTORS ARE FDLLDNEO RID THE TRUSSES WILT IN CONFORMANCE AND IwMCINO. SEE W-Fl , OIIIR w r000 C= O C3 C7 WITH 'UUIRLITT CONTROL RNRIFL• BT .TPI , THERE SHALL BE NO TUMP° COFIE NTARP NO RECOROMTIO W O G7 G7 G7 WARIMSITIES OF THIS DESIGN, EMPRESS OR IMPLIED. ALPINE &TPI.SFF THIS DESIGN FOR RDOITIDft SPECIAL U= G7 G G CONRECITIRS fw mw*Tc LRED FROM ZD GRUSE 6RLYANIIEO STEEL ON1CIW REQUIREMENTS. UWW OT MIZ o PIN W&M OTHMISE Nw, MEETING REQUIREMENTS OF RSTM R446 9M, TOP CMORO 9ALL SE LRTFRRLLT OMRCEO C GRIDE A. MY CONNECTORS TO BOTH FACES AT EACH JOINT AND WITH 00PERLT ATTACHED PLTWDOD SIEATHM, LOCATE AS & M. BEARING WIDTHS ARE 4- NO-1101. UNLESS 8077OM CHORD WITH RIGID CEILING OR DRRCtNGG OTKNISE 909N. DESIGN STRWADS CONFORM WITH RPPLIW&E AT MAX" OF 10 FEET D.C. 00 NOT USE THIS PROVISIONS OF oNM-77 R0 *TPI.78 OR PCT-77 (INTERIM). DESIGN tITM FIRE RETFADW 11101111 LUMM. = n = O )CATION FOR gD67 CDL5TRUCTION @.IPI • TEO PLATE INSTITUTE. NOS - NRTIZSAL C-SICN SPEC) Z9::j4.00 4XIO R-2577# MATERIAL LIST Quantity Size Description Board Feet Quantity Size Description Board Feet 14 PCs. 6x6 - 20' Treated Posts 840 NAILS 2 PCs. 6x6 - 22' Treated Posts 132 3 PCs. 6x6 - 24' Treated Posts 216 2 lbs. 30d Common Nails Coated 1 Pc . 4x4 - 20' Treated Posts 27 30 lbs. 16d Common Nails Coated 2 PCs. 2x6 - 18' Treated Skirt Boards 36 6 lbs. 8d Common Nails Coated 4 PCs. 2x6 - 16' Treated Skirt Boards 64 26 lbs. 60d Pole Barn Nails 4 PCs. 2x6 - 14' Treated Skirt Boards 56 11 lbs. 40d Pole Barn Nails 6 PCs. 2x6 - 8' Treated Skirt Boards 48 60 lbs. 2 1/4" Screw Shank Nails with Neoprene 24 PCs. 2x4 - 16' Girts 256 Washers 12 PCs. 2x4 - 14' Girts 112 4 1/2" Dia. x 10" Bolts with Washers 4 PCs. 2x6 - 12' Girder Support Blocks 48 11 PCs. 2x12-16' Girder Rafter Supports 352 3 PCs. 2x12- 14' Girder Rafter Supports 84 MATERIAL FOR 12/Oxl2/0 BUILT UP SLIDING DOOR 2 PCs. 2xl2- 8' Girder Rafter Supports 32 2 PCs. 2x6 - 10' Truss Tie Down Blocks 20 1 Pc. 2x6 - 12' Treated Bottom Rail 12 9 PCs. 2x4 -,10' Diagonal Wind Brace 60 5 PCs. 2x6 - 12' Top & Intermediate Rail 60 8 PCs. 2x6 - 8' Truss Knee Brace 64 2 PCs. 2x6 - 12' Side Rails 24 2 PCs. 2x4 - 8' Truss Knee Brace Spacer 11 2 PCs. 1x4 - 12' Bottom Trim Board 8 2 PCs. 2x12- 16' Sliding Door Header 64 5 PCs. 32"x12'0" Galvanized or Aluminum 2 PCs. 2x6 - 14' Sliding Door Track Board 28 Ribbed Siding Panels - 2 PCs. 2x6 - 10' Up & Over Door Head 1 28 Ft. Long Sliding Door Track complete Closure 20 with all Hardware - 2 PCs. 2x6 - 12' Up & Over Door Head Girt 24 4 PCs. 2x4 - 10' Up & Over Door Post Jamb 27 NAILS 60 L.F. Door Stop - 2 PCs. 2x4 - 12' Sliding Door Post Jamb 16 2 Ibs. 40d Ring Shank Nails 2 PCs. 2x6 - 12' Sliding Door Side Jamb 24 2 lbs. 2 1/4" Screw Shank Ncil with 1 Pc. 2x6 - 12' Sliding Door Head Jamb 12 Neoprene Washers 1 3/0x6/8-1-3/4" Service Door, Flush - 1 lb. 8d Common Nails Coated 1 PC. 2x6 - 18' Door Jambs 18 18 L.F. 1x2 Door Stop 3 MATERIAL FOR ONE 8'0" INTERMEDIATE BAY UNIT 1 1/2 Pr. 3 1/2x3 1/2" Door Butts - 1 Key In Knob Clylinder Lockset - 2 PCs. 6x6 - 20' Treated Post 120 2 10/0x10/0 Up & Over Garage Door with 2 PCs. 2x6 - 16' Treated Skirt Board 32 all Hardware - 5 Pcs. 2x4 - 16' Intermediate Girts 53 11 "W" Roof Trusses 28'0" Span 1 Pc. 2x6- 8' Girder Support 8 4/12 Pitch - 2 PCs. 2x12-16' Girder Rafter Supports 64 4 PCs. 2x6 - 12' Truss Bearing Block 48 1 PCs. 2x6 - 8' Truss Tie Down Blocks 8 8 PCs. 2x4 - 10' Cross Bracing 53 2 PCs. 2x4 - 10' Diagonal Wind Brace 13 180 L.F. 2x4 Lateral Truss Bracing 120 2 "W" Roof Trusses 28'0" Span 4/12 Slope 720 L.F. 2x4 Roof Purlins 480 2 PCs. 2x4 - 10' Lateral Bracing Nailed to 109 PCs. 32"x14'0" Galvanized or Aluminum Truss 13 Ribbed Siding Panels 2 PCs. 2x6 - 8' Truss Knee Brace 16 & Gables - 1 Pc. 2x4 - 8' Truss Knee Brace Spacer 5 64 PCs. 3211x810" Glavanized or Aluminum 144 L.F. 2x4 Roof Purlins 96 Ribbed Roofing Panels - 36 L.F. 2x4 Lateral Truss Bracing 24 40 L.F. Galvanized or Aluminum 8 PCs. 32"x14'0" Galvanized or Aluminum Rake Edge Member - Ribbed Siding Panels - 40 L.F. Vented Ridge Cap - 14 PCs. 3211x810" Glavanized or Aluminum 6 32"x72" Plastic Roof Panels - Ribbed Roofing Panels - 60 L.F. Metal Corners - 10 L.F. Vented Gable Ridge Cap - 3 Cu. Yds. Concrete for Post Footing - 2 PCs. 3211x72" Plastic Roof Panels - 1/4 Cu. Yd Concrete for Post Footing - IKHCTUK so" - D.sow ZO NG & BLDF DEPT. TOM OS QU BURY �•_.;� * •''` ...... C ` ODIC / ! ' k'$T ;� { 1<p-cr i r trn;a,x ESIGN CRIT - REF TC LL 30.0 PSF TC OL 7.0 PSF BC OL 10.0 PSF TOT.LD. 4%.0 PSF DATE 12/ DRYG. A506 75 IL ENG BLPiDBW 0/R LEN. 28-D-0 OUR.FAC. 1.15 PITCH 4. D112 SPACING 48.0" TYPE Non es NAI LS 2 lbs. 60d Common Nails Coated 1 lb. 30d Common Nails Coated 4 lbs. 16d Common Nails Coated 1 lb. 8d Common Nails Coated 7 lbs. 2 1/4" Screw Shank Nails with Neoprene Washers NATIONAL PLAN SERVICE, INC. This plan has been prepared to meet pro- SHEET NO. fessional standards of construction. A careful study of plan instructions and TOTAL 6 dimensions is advised before starting work PROJECT PL,1.N `o. X- 6008 INSTRUCTIONS: LAYOUT AND EXCAVATION 1 . Study the plan thoroughly. Be sure to check your local code requirements and if required obtain a building permit. 2. Stake outside perimeter of building with batter boards place at least 2 or 3 feet back from each corner. Stretch string line to show complete perimeter to outside face of wall girts. 3. Remove sod, fill, compact and grade with bulldozer or tractor scoop. The amount of site preparation depends on the use of the building. Little site preparation may be needed for a storage structure except to keep runoff water away. A livestock barn or other building used with concrete floors requires good drainage and a good base for a concrete floor. 4. Mark pole locations with small stakes. Remove stretched string lines. 5. Dig or bore pole holes using a power auger or backhoe 4' to 5' minimum depth and a minimum 30" diameter. Dig holes wide and deep enough to install pad or casing, if required. 6. Remove water or loose material from bottom of holes. 7. Place pad of concrete in bottom of hole, if required, and let cure for one day. SETTING THE POLES 8. Select 4 straight corner poles or timbers. 9. Place poles in holes. Let poles lean toward inside of building. 10. Replace string lines and plumb the two outside edges of the corner poles with a carpenter's level. Keep post 1 1/2" (width of girt) in from string line. (See Figure 1). 1/2 pole depth • wall girt width Pole Mark with centerune ! a srtgI stoke + - - - outer edge or wall girts Temporary brace to i.e Building line string ones 9 base of adjacent tboarrds Pole aC pole Outside to Curter Center to Center 2x4 Temporary Brace Figure ] Location of poles or posts and string lines to Stake 2x4 stake inside building lines INSTALLING GIRDERS 14. Measure and mark with a partly driven nail the bottom height of the 2x12 girders from the level grade mark. This height should be 13'-2 3/4" above the outside grade level mark. Cut a straight 2"x4" to this dimension for fast and consistant marking from the grade level nails. 15. Nail a 2"x6" girder support block on outside and inside of each pole with 6 or more 40d nails. 16. Cut 2x12 girders square and to exact length. Girders should butt at center line of poles except at corners. Check details on plan for lengths and nailing. 17. Place 2"x12" girder on girder support blocks and nail at pole center line. Use truck bed or moving scaffold instead of ladders. 48" /�. �TI eirder 48°6l' tie down blocks ion Figure 4 showing doubled girder with tie down blocks. 18. Install 2"x6" truss tie down blocks about 18" long between doubled girder at correct truss spacing (see Figure #4). 19. Check alignment of poles and girders. Move temporary braces or lateral .Carpenter's supports if realignment is needed. Level to plumb outside of pole 20. Install diagonal wind brace and complete girder nailing. 21. Remove string line. Fill and tamp all holes. Grade Level Mark I — ROOFING FRAMING tamped earth concrete 1/3 of hole footing depth if required Figure 2 Pole Alignment Figure 3 Temporary Bracing of Poles 11. Drive 2"x4" ground stakes within the building lines. Brace poles with 2x4 diagonals from ground stakes to upper portion of pole. (See Figure 2 and 3). Brace should be placed so that it will not interfere with the installation of the girder. 12. Locate, center and plumb outside edge of all intermediate poles. Brace with a 2x4 ground stakes and 2"x4" brace to adjacent poles, Double -headed-naiIs can be used to fasten bracing. Fill holes and tamp to approximately one third the depth. Note end bay or section is shorter than interior bays because dimensions are from outside of end wall girts to center of second pole. (See Figure #1). 13. Mark outside grade level with a nail driven partly into outer edge of each pole. Level can be set with engirieer's level and rod. 22. With the use of a crane or hoist lift trusses into position and anchor in place one at a time. Brace trusses as they are placed (the bracing helps align and hold the trusses in place while the roof is applied). Install truss lateral bracing on each diagonal truss web as shown on Truss Diagram continuously from end to end of building. Install 2"x4" cross bracing to trusses for 16 feet at each end of building. Add 2"x4" spacer blocks to side of poles on which truss is set. Fasten 2"x6" knee - bracing at each pole as shown on plan. 23. Fasten roof purlins 24" on center. Use spacers to check spacing. Roof purlins are butted over trusses. At ridge space purlins for vented gable ridge cap. 24. Install roofing starting at lower corner so side laps are away from strongest winds. Corrugated sheets should be lapped one and one half corrugations. Lap ends 6" to 9" . One nail per square foot is needed, use nails that do not corrode the roofing. Nail through the tops of the corrugations. Nails should penetrate at least 1" into the purlin. 25. Remove temporary pole bracing and use for wall girts. Install 2-2"x6" treated skirt boards as shown on plan. Nail 2x4 girts on side and end wall space as indicated on plans. Install siding following manufacturer's instructions. Install passage door, sliding door and overhead doors. 26. Trim eaves and corners. L i I i I i J —_ -1 �- -- LEFT SIDE ELEVATION 5G,d"E 1/411 = 11 -0 11 211,c 411 GROSS �T GENMR of TRUSS sPAK i I � I M I=T16. L- z- sKI(Zt 13 GR,oPC- I I I I I 30'1412y CO 104 G. I FovrING-) I I I I I 1 i 1 ROOF LOAD live load 30 p.s.f. dead load 10 p.s.f. 32" �c'I Z11 PG.PSTIC. �aNtcG-S Rip caP OR RIPGF vi N / ,d•I,-UMINUM FASCIA., 7 RE,&TF-p POST - i� l iTl PRIG-L FOR t4 RE-f3oR5 Iv CONC RRTI= Cv51hlCO , GOrIG. Fr�C7� /� II II II it II II I j IN,— GjIX(oP CTrzEaTED) I 1 1 POST II II II T_ 1 L _, '_ --1_. I i I I 1 SIDE ELEVATION 1/4." = 1'-0'1 �— N coNG. C.?�31NCO I I I I IF RFZQ'D.(TYP.) I I I I I I I I 4�T FRONT ELEVATION 5c4LE I/4"z P-0 1 30" x 12" CONG. I I I I I I I I I I F o oT I I�C� I I I I I I I I I I REAR ELEVATION SHEET 3 sc4G-5 114j1. 11-o11 X 6 O O 8 TOTAL 6 411x4' Poi 211" SIQING SFCT'L ovE�ZHF,c. 211, 411 312T Pool H RV 1/1 RE 2i1 x 411 _ �1� ��, POST POS7 �E,dD FLQSµINC� 2 1't 4'' JOoR' STOP 21' c Co'' SIPf R,;IL- 31-01'�'-8' %�R MET4L 51PING TRIM A 211c �1, SIDIIJG 5LIPIt4G DOOR head DETAIL 4A Sc,dLE 3/41 1_I'-p" 211 x 12' vI RE R 5- 16d NAILS E,dcH DIAL = 3.40d POLE PaaRI+ N A. 1I- F�ACµ PIA600,IAL - jamb jamb jamb i DETAIL 4B DETAIL 4C DETAIL 4D 11 ScA�R 3✓4", I'-o" SCALE 'y4L 11-0,� scoL� 3/4". I -&, 'o x G` POST i 5 -or? MORE od POLE 64RN NAILS Ea, E o4,RD5 45° I /i� n 3 • Ind S411-5 2 ,c DI,��oN,dL Eac+f SIDEDE WINA 51'AoNG ROOF TRUSSES 4T 2'.p„ o.C. I - 12 N411-5 t,<G" TIE DOWN Al 1-,vCH TRUSS $ETWI`EN roll X rd' POST 2.211,c 1 2" CoIRPERS ?I21,<611 GIRPI_R SUPPORT �Lo4K5 TR U SS TIE DOWN DETAIL - W/ G-oR MORE 40d POLF- SRN NvILs N.o WIND BRACING and GIRDER SUPPORT at POSTSc�Lfi vz"_I' NAIL THRLJ HI6,14 P,-RT OF R16 AT I-APS 4 SAI �- E\.2Y R I13 TOP CHOrZ-9S Of: ROOFING DETAIL H �FTAL R I1 E CAP Ole ©PrlOKA-L RIDGE v6NT 21' +C 41' dT 24" o,c . puRL-INS RooF TRUtsc-s aT 4'-o" o.c DETAIL 4 F ScA.LE 11,011211:11-01, FASTENER5 ar 12" o.c, ,ALUM . RAKF_ FA.STF N FRS AT 121' o.c. OPT'L 4:1-05URF ro" MIN. of TOP C40RP of RooF MvTERI<-6- 7f?USS sIDIN.v 211x4'' bT 241' o.G. PURLING PAsTENF!z5 AT IV ors cs_NTE2 G.I. oR 44-u". RIPaFD RooFIN(�" cl-OSURE DETAIL 4E Scp LE Si4" ; I'-d' 28'-0l' " 4' 1 SEGTIoNA1_ u ovr--R HFljp PR, DOOR STOP SEE -PET?IL 4G MET,aL SIQIN& WIt-ol �' THIS SNEEr 2-2",c 12" Cal Rp `LF? 11 II I I, 11 � S II I II II I, II II N I?1-OMt 12'-O'' SLIDING I I = I 0 � it Ir p rr II �i i l 1 1 N II li �IL- li / 0 0 0 0 I1 ka II II I IiJOOp TRUSSES I I jI aT,!"�,o.C, i I Q 'I 9L '1 I 'I I , - II ►L ro''xro' CTr?EG?Ep) ' I I ' '1 � / HOOD POST 11 11 II 0 I1 II - 0 � So11x 121� C:ONC, FTIG 7YPIc4L - Roo:rINC-, I I 6T ALI- PoLE:S PRov1Drr- 0 CONC. c,oSING IF REQ. p � SEE aET,�ll,. 4� Sri 0ET. SHEET I ' 3 71415 5+EET - PUKLIS.:S � I 1 CONTINUOUS 2'. L',TERIa- JRbCWG I I �� oN soTTot 1 CORD o f ' ' i I TRUSS AT 1/3 PoINTS I I 1,i ' 3'_p''x�'_gPOOR 1 i 1 i , � 17 411x411(TRE.d7ED) POST I I I O SEE DF-TAIL 4D ' I Ion-o" < 10'-O° SEGTION%�I-� � T►-FIs sffEEr \ ' I \ ovERHI=A\0 POoR—rIll - 41-) v r �1-2 1,:;,'' 51/2'' 21-011' 10'- SU21I 441 4y4" 29'_ oIr FROM OUrSIpE OF GIRT TO OUTS10E ©r- CPIr2T F L 0 OR PLAN SCALE 1/4"= 1' - p" X6008 I SHEET 4 TOTAL 6 4'/4' 'i 12 SI a' 81 oi� I INSIPF' C�IRAE(? OVER 7w5 POOR o1-1 L-Y 2 -2" x 1211 SrtE SGCTIBN C-A LEFT SIDE WALL FRAMING 'SCALE 1/4" : I'-o" 4,/4I _,._10 — _ .111 . ,/III . .1 9 14 20' o'' LoN& +! PC C rKm--j 6D) 20'-0' LONG 2",(4" CvIR75 � m _ 0 2iix6u OF 211 K4" o I RTS 2-2 x�' CTREaTFD) SKIRT B0Are0 " 1 las PAVA I &Nlm I PA VA 0 hN Im ME I FA'l I I k"\l, sm I RIGHT SIDE WALL FRAMING FRONT WALL FRAMING SGat_F- I/4" = 1' -o" QI/41, IV4' �n '-14/4!1 , r4'/41' 2-2"xa(T i2E.oTr=D) SKIRT F3oA-reO f L� ry I. ■ v r, L— IL I 1% rl% l r 1 1 1 V %J ScaLE Ita"-. 1' -:; 201-oI' LONG I Coll KG" 2"x4" ,I" e, GP H FAD DOOR SECTION 6A S CAL. I- I, -off G-I. OR ALUM. R185rcP ROOFIW-, 2"R4" PURLIHC, ar 2'-o" o,c. ROOF TRUSSFs AT 4'-o" o.c. 5 - FbsGIA. &SG IA C40RO or- TRUSS TOFF IT PNTINUOUS NAILER if GIRPER dLUM. 1 I188ED SIAIN(� - )OOR HEADER Z4c-K d ROL I-E RS F I-,&S ►-I I N A 4.-- K 0304xo �P RAIL aD CLOSURE >FC? IONAl. 1p Pce�R ALUM RISF3F_p oR M EM 5ERS Z EQ'I F p) Bel-roM Ra 1 a10� �RAoE �IZQ p� pT pooR GAF ELF, 01-0n SECTION 6B 5cal_E 314" = 1'-0" i=1� TE rO (�" x G" PoST To ToP cµoRD or- R,aFT�R — �11 FASTED TRUSS TO POST H/ I - vod — RINe SH 4NK BARN NAl�-S 2- 21I/, 12." GIRp�R 211 x <v'- 12" I-OMG� , 0 F4RINv B Loc K . aTTAcN FiD TD F&c H TRUSS W/s-I<vd NAILS 2.211c12" viRPER SEE PoL.F +40TCHINv PET41L THIS SH1=ET F,&sTF-N Pos r To 5 EAM AT EACH POST' 21ic6'' GIRPgR 5UPPoRT — RdI.00 WS 2" x 4y SPQGER T PCAO JAMB 2" x r." SIDE SAM5 2"x4" vIRTS -- C,, I, OR ALUM. R136E0 SIDING, ( "!,XG j,(TREaTE.D) POST '20'-0 i.-oNv NOTCH POI-r AT F46H cEiL'G INE SIDE OF sWPiNco DOOR OH G-FEFT S10E E�-EY. To REGEI\/E pou%4 211<141 GIRpER — �11�cG1' (T9E/.TED) POST, 11i2" 1yoTcH POLE NOTCHING DETAIL ScA.LFE B1411 = I'-o1' 2-211x6�(TRE4,-rRP) 5KIRT Po%RD INSIDE aR�pF11 - OUTSIDE G,R/-PE E LEV• 0'-011- m 211x4 ° P I A CO-OP+AL W IND pRACINCp ' 2"x �o" KN£E FlRAGE AT Each{ PoST r s oR Ho2rs Sad NAILS N SLoPV G,RAOE Ar pooR I I I � I I � coscRErF- G�a51Kc� I F 9SQUIRED sE.E OF-TA-1 I- SHT. tt 3 80" pIGME- aiR ), 1211 CoNcRETF_ r4D 4 -oR rio(2S I(.d NAILS 0 d- SECTION U X6008 SHEET 6 'SCA3-I-- 3/4"=11-01' TOTAL 6