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10D-017 BUILD PERMITS (6) We gCory - Inc.- Steel c.Steel BuildingSystems . P.O. Box 110 • Jamestown, Horth Dakota 58402-0110 ti _ t f t t ',f ll�� r,�.. !1 {!•: f i► ti "+t' i ' �!( I '• ''tea:.;'`--� �" APPROVAL DRAWINGS ONLY �z = PRELIMINARY FOR } ` ! 3UILDING DEPARTMENT I I I OT FOR oNTUCTo I -- ! LET I ; # ! _ _ L 1988 Ij NOTICE TO BUYER WEDGCOR ONLY SUPPLIES BUILDING MATERIALS NOTES- THESE PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF THIS BUILDING ARE NOT TO BE MANUFACTURED BY WEDGCOR. YOUR DEALER IS USED FOR ERECTION PURPOSES. THESE PLANS ARE FOR BUILDING DEPART-VENT AND INDEPENDENT AND NOT A CONTRACTOR OR APPROVAL PURPOSES ONLY. THE ANCHOR BOLT PLAN PORTION IS FOR CONSTRUCTION. OVERHEAD DOORS,AGENT of OORS9 T INSULATION , ERECTION, ETC. , ARE NOT THE RESPON- SIBILITY OF WEDGCOR. 60'-3" JUT OUT OF CONCP,£TE 5-1/2" 19'-8"' 20'-0 19'-8" 5-1/2' 10-1/2"' 12' V N r N E ADZ a iv O 1 N N V O O � I n m AB2 � 2 O O H Z O - U U \ O LL O Q I O O 2 O ~ U N r O � O Li w N I N 00 LO O I N V M V N a A82 OA82AA D A82 N -nt +1 10-1/2. 12' 19'-8" 20'-0' 19'-3" 5-1/2" 60 3" OUT OUT OF CONCRETE WEDGCCIR STEEL Dealer ; DIVERSIFIED By t--_ VERIFY LENGTH AND WIDTH DIMENSIONS Cust. Ct1ECK YOUR ANCHOR BOLT ANCHOR BOLT PLAN Descry 54x 50X25 1t � ck SETTING PLANS TO MAKE CERTAIN Site, 'OELcHER►OwN� HA ----------- THAT ---_-- _THAT THE DIMENSIONS LISTED AGREE WITH (SEE AS 2 OF 2 FOR REACTIONS AND DETAILS) Load r 35LL SOMPH (Scale.NDHE) DwgA01 oft THE DIMENSIONS ON YOUR CONTRACT F�D� D5-S205 REACTIONS AT FRAME LINES)� ' NOTE i. ALL REACTIONS ARE GIVEN IN KIPS.(IpO0 LBS.) 1 F173 2. REACTIONS ARE FOR BUILDINGSIT. FORCES ON FOUNDATION Q OL + LL® WIND Q DL+ WL _ _ 3. THE WILLVERT CAL REACTIONEOUAL AND OFTHE ENDWALL COLUMN IS FOR 11 1 DEAD LOAD PLUS LIVE LOAD WITH AN ENDWALL RAFTER 0,3 4: 4" ' AND COLUMNS AS FRAMING. ly'a 14.a 2 - " — 4. THE HORIZONTAL REACTION IS FROM WIND PRESSURE ON THE y,y 3/x i�" 31 ENDWALL. FOR WIND IN THE OPPOSITE DIRECTION, A SUCTION OF 62% OF THAT VALUE CAN OCCUR. t W L X j W 1 " 5. ALL ANCHOR BOLTS SHALL PROJECT FROM SAME ELEVATION 123.3 (23.3 1 -3.9 y UNLESS NOTED. ` 6._ ALL CONCRETE DESIGN AND CONSTRUCTION IS NOT BY WALKDOORS 8 WINDOWS OVERH tit FRAMED OPENING WEDGCOR. REACTIONS AT FRAME LINES) yO 1. FIELD LOCATED BY OWNER„ IA E AB-I FOR LOCATION. 7. CONSULT A LOCAL ENGINEER FOR DESIGN OF FOUNDATION • 2. FOR WINDOWS Y=WIDTH t 3 . /:"o ANCHOR.BOLTS. IN ACCORDANCE WITH LOCAL SOIL CONDITIONS AND FROST 3. FOR WINDOWS DO NOT OMIT SHEETING�►OTCM DEPTHS. 4. FOR 3070 WALKDOOR W=3Y",x=3=o Y•3'-7". 8. ANCHOR BOLTS AND OTHER ITEMS EMBEDDED IN CONCRETE O DL + LL O DL+ WL O FOR 4070 WALKDOOR,W-3�X-4'-o;Y=4'-7" INCLUDING ALL MASONRY FASTENERS AND ANCHORS. T WIND T s. U���o a 4�E%OPANaEO AP�IC�NORS OR'EOUA� ARE NOT BY WEDGCOR. 1,9. BASE PLATES BY WEDGCOR. SIZES GIVEN FOR CONCRETE 7.I 1.1 O.O DESIGN PURPOSES ONLY. 2.1 10. BASE PLATE SIZES ARE 3"x 8" UNLESS NOTED. 1 Il,a I.� 10. " 3/4" 0 1 I.i3 BOLTS " 3/4°0' REACTIONS AT PORTAL FRAME 1 ANCHOR 4" Z4" ArcHOR eoLTS BETWEEN FRAME LINES Ih" BOLTS w a. 2„ 2" AT COLUMN LINE(S) J I " O ANCHOR J —► � � lo��t 3 a �. BOLTS )2„ 10'/Z a Z o W ,JLw SIDEWALL /Z SIDEWALL . I DETAIL AI -- ADETAIL B __- -_ -_ _ DETAIL, /182 CORNER COLUMN AB2 ENDWALL COLUMN Ag 2 ENDWALL COLUMN/DOOR JAMB SIDEWALL COLUMN AT FRAME LINE(S)O AT FRAME LINE(S) I y AT FRAME LINE(S)O AT FRAME LINE(S)(D2- ENDWALL ENDWALL COLUMN REACTIONS AT COLUMN LNE(S)O a AT COLUMN LINE(S) C,7-4--H) AT COLUMN LINE(S) D F G j0 AT COLUMN LINE(S)O FRAME FRAME BASE= 6"�8- BASE. 6"x8" LINE O LINE O BASE PLATE: S"x I2" COL. V H COL. V H -LNE LINE A 2.3 -1.6 A — — C G'6 I.2. g 0.95 4" /4" I I/2 n E 5.3 1.3 D I.O( BOLTS R VY H �.6 I.Z O O.1h ANCHOR I1�'�) `'.�.�"�•' O — d.7 E) BOLTS V2 I — 0.169 A Z SHEETING NOTCH w OMIT AT DOOR OPENING (A-307) ANCHOR BOLT SCHEDULE 5y" SIDEWALL WALL B ANCHOR BOLT / NUT E DETAIL DETAIL A AB2 CORNER COLUMN PORTAL FRAME COLUMN WEDOCOR STEEL QTY. DIA. LENGTH A B C PROJ. AT FRAME LINE(S)O BETWEEN FRAMELINE(S) Dealer ; DIVERSIFIED Rv ;___QS___ " 10° 8" 2" 2%2' 2" AT COLUMN LINES)O AT COLUMN LINES) Dust, .. Descr. ; 60X 6AX16 1:12 Ck q D 3/4" 1'-4" 1'-0" 4" 21/" 2" BASE PLATE; 5 x$ BASE PLATE- Si te. ; '6ELcHeRTouN Load 35LL 801'IPH (Scale;NONE) DusAeZofZ P.O. ; D5-9206 i Q Q Q ® I 60'-O'OUT OUT RED STEEL I 20'-0 20'-0" 20'-0" 14 ES-1L ES-2 ES-1R G-1 GD 3 G-2 G-1 G-1 G-2 G-1 3'-8" GD Z SGg�1 SCB,� ' Ga o 14 U U U 7'- 4•.. BA-10 BA-10 BA-10 SIDEWALL FRAMING @ LINE "A" ETS-10 a a W O 1 3 BT-10 SIDEWALL SHEETING AT LINE "A" 5 WEDOCOR STEEL Dealer : DIVERSIFIED Rj ;-__ Curt. 9_9-8 a DeScr. : 60X 50X16 1,12 Ck 1_____------ Site. ,BEt wERTOWN MA _____------ load 35LL SOMPH (Scaale:NONE) Dw9 rxl of 9 F'.©, D5-9206 i i I Q Q 60'-0"OUT/OUT RED STEEL 20'-0" 20'-0" 20'-0" \ 02 GpL O14 ES-1L ES-2 ES-1R 'T G-1 GD 3 G-2 G-1 G-1 G-2 G-1 3'-8" l QJ SG0�1 Sc 7 1 �j GD 2 I I VIVO v 7._4„ BA-10 U 10 v I I BA- BA-10 � SIDEWALL FRAMING @ LINE "J" I 1GD 5 ET5-10 n v w 0 N I 3 BT-10 SIDEWALL SHEETING AT LINE "J" Gas WEDGCOR STEEL Dealer : DIVERSIFIED By :___ Cust. - Descr. : 6OX 64X16 1:12 Ck :__________ Site. : ' 9EtcHExTOWN NA ----------- Load _ _Load 35LL BOMPN (Scale:NGNE) Dw3 EZ of9 P.G. ; D5-9206 —o 0U1-/0u RED �)rEEL�r 15' -0' 15' -0 15' -0" 15' -0" ER- ER- G- G- r 3' -8' 3' --8„ G- G- G- G- 16 --0" 7' -4' U WW W U U BA-10 j I BA-10 BA-10 A-10 ENDWALL FRAMING AT LINE "1 " SEE E-1 OF9 FOR ENDWALL SECTIONS cos y PBS-1 GD 5 GTS-10 GTS-10 12 Ecs-1L GD5 ECS-1R 0 0 0 v j 3 3 3 3 31: w w w w w w w 3 3 a i w w w w w w w w w W 3v F w i U UJ 6 GO S Br-10 WEDGCOR STEEL to Dealer ; DIVERSIFIED DB GDj Cust. ; _9_9 88 ENDWALL SHEETING AT LINE " 1 " Descr, ; 60X 60X15 1;12 Cr :________--_ Site. 'BaCHERTovN MA _____------ Load 35LL 801MPN (Scale:NOME) Dw9F-3 00 i P.O. ; 115-9203 I o0 -JOUT/OUT PF-1) 6TEcL� 12' -0" 12' -0" 12 ' -0' 6' -0" 12' -0" RB- R8- 0H_ DH- G- G- G- G- G- G- eG-77 G- 7' -4" EBA-10 BA-10 U J U U 1 Ww W Wc> j C C c H 8A-10 BA-10 ENDWALL FRAMING AT LINE "4'y SEE E-O;gOF°) FOR ENDWALL SECTIONS - -- —SEE GD q OF $ FOR n_H OPENING DETAIJ_S ---- 11 GD5 3 PSS-1 GO 5 GTS-10 GTS-10 12 EGS-1L GD5 ECS-7R t W W W W W W W 3 W C-14 FTC-14 HT-148 HT-148 d h 1 1 1 1 1 1 I oo w w w w 3 3 d W00 op ti W i 3 ; d j 71 � � U r r 6 cD 5 8T-10 ST-10 8T-10 WEDGGOR STEEL to Dealer I DIVERSIFIED By GD Cush 1 t 9-9-88 i ENDWALL SHEETING AT LINE "4" Deser. : 60X 6OX16 1;12 Ck ;___________ SSit2• 'BELCHERravty SIA ----------- Load t 35LL SOMPH (SCale:NDIVE) Dw9 E 4 of 4 i P.O, 115-9246 i r 20'-0' 20'-0' A 20'-0" (P-1 TYP U.N.) (P-2 TYP U.w.) (P-7 TYP U.N.) SHEETINC 71 ES-IR ES-2 ES-1L TYPICAL i m � Im m I � I � 3 � I 1 I l Fc-2s I I (TYP) I ► I 0 i N w uj O W O I j RC-1 (20 REO-D) 0 cp ' ' I I o � I ia GD2 GD2 off � i I ' 1O a � co ULU I i ES-7L ES-2 ES-1 P. WEDGCOR STEEL Dealer : DIVERSIFIED pd ; D 5 ROOF FRAMING PLAN cuss. 9.9=88 - Descr, ; 60X 60X16 1:12 Ck Site. : `RELGHERTOww MA _____------ Load 35LL SOMPH (Scale:NONE) Dw9&a of 9 P.O, : 115-9206 aim i M U 30 I_On vf a s . oan. SA i. 30, 12 I.. ,i. SA ►o-O 0. Q_ SYM. $A siK O.S. FLANGE WEB g11 x 30-' 1 Yy �,� 1/Z —, 93/14 ISA*SUBNERGEO ARC PROCESS 29�-3 � I.S. FLANGE y �09�6 ���= 32 •, 6 EOU AL SPACES AT INS q Z 5— �-PURL — EAVE DETAIL EAVE STRUT NOTE BE x Ito GA. 5u x 'A CAP PLT. IF WEB IS .179"OR GREATER ALL WELDS FD- Fp- ARE 3/16. I�o • an• F13 ana EAVE FD- SLANG& BRACE(T`ep.) STRUT w SPLICE PLT, 3" x %t"—// �� �� Z�, CLIP FC-68 16�_O ,• / ►a - /4 0 x 2" A-325 BOLTS "• :,'• '•• MAIN FRAME RAFTER (NS.B FS.) SPLICE PLT. s • x 5(" L12. Z l(, w/(I Z.) -3/4"O x Z/is A-325 BOLTS SA•SUSMERGEO ARC PROCESS 3: GIRT _ - PEAK DETAIL .� w o w F FLAAIGE BRACE X = FB- Ar ►►=o" 19 w FB- AT -1-4 �o = 3,114 I/B O MAIN FRAME COLUMN z. :e:':: :,.; •�• BASE PLT. 5" x /z W/(y) -3/4, 0 z-16"A-307 A B.s FINISH FLOOR EASE DETAIL W m W C9 w (D �' i aZ 3 a 6t IZ" _ WEDGCOR STEEL U � 60�-0 � OUT TO OUT OF STEEL Dealer : DIVERSIFIED pv vi Cust, `—" CROSS SECTION OF MAIN FRAME Descr, ; 60X 60x16 1:12 Ck Site, : '15EL444EWTOWN, HA AT LINE(S) 040 Load : 35LL SOMPH !Scale:NOME? Dwg E6 of 9 P-D, D5-4206 • i VI - t &0'- 0*' ) OUT TO OUT OF STEEL BLDG. 12 • • ( b E�UAI- SPACES a 14 CLIP: FC-62 g g x 15 GA. PURLIN (NP) CLIP= FC-64 (N.S. ONLY) CUP FC-66 ® 1� CLIP: FC-5T EIAVE BACK TO BACK H�ELL.GA CLIP: FC-5T `UT ENDWALL- RAFTER 12��fd'x 11/4"CLIP- FC-58 iCLiP= FC-58 c x 14 GA. A-325 BOLTS(TYP.) CLIP= FC-57 3 ® '5 i I CUP: CLIP. � FC-4 � FC- 7 W W ' CLIP: FC-51 6 ENDWALL GIRT 1 /2z_ GA.TYP. CLIP: FC-4 CUP = FC -7 > F 4 9 CUP: FC-4 I I SIDEWALL GIRT GD- i5 — 6/2 Z x j_G_ G4.TYP. _ — F- \--CORNER COLUMN ENDWALL COLUMN 1 S 7 ( 60 GA. 8 K_ 16 CCECNTER COLUMN z GA. X iy GA. t 2"O x 11/2"A-325 BOLTS (TYP.) CLIP : FC-50 CLIP: FC-50 CUP:FC— 50 ENDWALL FRAMING AT LINE Q WEDGCOR STEEL GEN. NOTES= Dealer : DIVERSIEIED Rg cyst. : 1.)ALL BOLTS TO BE 1/2"!fix 11/4"A-307 (U.N.) Descr. ; box 6ox16 1'12 Cr :___________ ' 2.)VIEW FROM OUTSIDE OF WILDING. Site. : 'eELcHM't0uN NA ----------- 3.)®MATCH SHOP MARK Load 35LL SOMPH (Scale+'NONE) Dug E l of9 P.O. D5-9206 an• n• !fie ' U 301-0" .. a,.• 12 1/8 sA u. Zz„ G .fie SA ' V is an• �n u� a,» /k. O I) Z" SYM. O.S. to I VIA 3 A 3/06 FLANGE a/» B I /CI 01 z/y" ISA:SUBMERGED ARC PROCESS I.S. FLA z9 " - SPACES AT `��-to�b zz" - 6 EQUAL ES f-PURLINS q Z 1 5 5 EAVE DETAIL EAVE STRUT NOTE: 8E x 16 GA. x_CAP PLT. I IF WEB IS .179*OR GREATER 1 F8- _-•1 ARE 3%j? WELDS I a,K EAVE STRUT � GLIP••cL- �GLIPCL-- ' I c IP C-LIP:GL- SPLICE PLT. -s•.x Y CLIP „s t• 2 0 FC 68 L cL-_ I 1 w/ IU -3/4,0 x Z' A-325 BOLTS sA 16 -O. CLIP: 14C-1 cr ILI��_T _ --- MAIN FRAME_RAFTER - fFOAd wfLDED (NS.8 FS.) SPLICE PLT. 6` x '/2` i 0 I;/z Z (6 10 W/(10) —3/4` O x_z” A-325 BOLTS - ----- SAO SUBMERGED ARC PROCESS 3: GIRT CD3 3 6 LLIP:CL- LLIP:FC-4 W I LLIP: FC-, GD4 604 PEAK DETAIL - - x - Q W FLANGE GRACE Yt?) 11 I ENDUA�L GIRT CLIP:JC-8 I _ (FAR SIDE 4NL`( G '� O C (-./i Z x 16 &A. FACTORY WELDED) I Nn w FF3 AT II'-o" o - = FD • AT °C 9 a Q =o QD3 ENDuALL COLUMN I tl - MAIN FRAME COLUMN -..%�� =• . IDOOR .AAMI3 I :�Atoe• ?.aIA'�4 • `- BASE PLT. g„x )ts I G1 IP FC-5U I •�• .:•' . .... . W/(2 ) -3/4�`0x I�" A-307 AB.s FINISH FLOOR BASE DETAIL W m w z 3 z 6� Z. BCWEDGCOR STEEL (FACTORY wELbED U. 60�-0�� OUT TO OUT OF STEEL Dealer , DIVERSIFIED Rv __DS_____ N Cust. : q_q_88_ "'• CROSS SECTION OF MAINFRAME Descr. : 60X 6OX16 1:12 Cr, :-_______-__ o _ AT LINE(S) O FROM AO Load � `BELCl1ER•TO�►N��� ' TO PEAK , 35LL SONPH (Scale:NONE) Dwg E S ofg P.Q. D5-9205 M U301-011 Itself ,» , 12 sA sA ZZ» r' u, „ t 5 11��A SYM. o.lit" � OS. FLANGE t o.l�9,,x to-6/s t-> 5„�s/ice” 1 IIA WEB 5.x I/it 30 ,/y"() ' 1•CISA■SUBYERGED ARC PROCESS I.S. FLANGE Z 9 _3/t g EpUAL SPACES AT y�to'>'b�tk zz" 15 PURLINS EAVE DETAIL EAVE STRUT NOTE= SIX- 16 GA. x_CAP PLT. IF WEB IS .179"OR GREATER,ALL WELDS �'— ARE 3/16. f• F5 F15- EAVE B-EAVE I 1 LIP CL-_ \-CLIP:cl-_ STRUT cLlP;ct- SPLICE PLT. 5" x yt" CLIP - cLIP C.L-_ „ ns /, 20" FC-68 161-�» w/ i0 -3/4 0 x v. A-325 BOLTS Its '» V, = „ DDDR N�A�I:R c- -- - — MAIM F anA>c_p -� - - _ (NS.a FS.) SPLICE PLT. -6° x �/2" LL / 0 �- G0 Z 14 G 0 W/()0) —3/4,/0 x ' A-32 ( r —. -- — —— - —__— SAD SUBMERGED ARC PROCESS = GIRT --�`— He-i(iYP) � LLP: cl-_. II (FPGtoRY WELDED) 6 _ 6174 GD4 PEAK DETAIL W L (FACTORY uELDED) q W FLANGE DRACE } -x o Fb- AT Co'*= F­1 In F t-- AT - _ iz'-O" (TYP) Ncr V—, ( — E1 MAIN FRAME COLUMN •,. + :; �..: ti'" '''.�' • .a GLI P:FL•78 QTY ) I ' (FACTOR Y WELDED) :: •. ` •-: • BASE PLT. S x /a GD4 - • .!.. W/(2 ) -3�110 x 16 A-307 A B.s , FINISH FLOOR W W W BASE DETAIL z 3 z WEDGCOR STEEL U. 601-011 OUT TO OUT OF STEEL Dealer : DIVERSIFIED gg :__ Ds Cust, ci NOTE: VIEW r-ROM tNstDE CROSS SECTION OF MAIN FRAME 6" SOXI6 1 1 Ck Site, 'BeLCKEizTo.,W,Nq _ _ AT LINE(S) O FRah O TO PEAK . Load : 35LL BOMPH (Scale:NONE) Du9E9 ofli P,O, : D5-9206 EAVE STRUT PURLIN • CLIPS FC-62 •- SHEETING ANGLE SA 10 CUR FC-64 M ONLyl 92 PURLIN =#112X1"SOS. (GALV.) fi�,�"A-307 4 PURLeI . CLIP--FC EAVE STRUT ENDWALL RAFTER .—.--.—_— D f t—I ENOWALL RAFM CLIFkFC-M. ---►� • 1 I Oxi%6 , ENDWALL, j A-325 BOLTS RAFTER 0 04 1300S) fx"eX 1/eA-325 8a_TS (6 BOLTS) 4" CLIP FC-57 j ENOWALL RAFTER - CENTER COLUMN CUFhFC-5t— PEAK DETAIL WITH .CENTER COLUMN f 3 Woox I�9�-- CLP FC- 7 ') — CUP FC-580'.&) • eCOLUMN- CORNER FC-62 €NGNAIt CX7MN CORNER COLUMNCLIPFG57 CLIP:FC-58 - • DWALL RAFTER its;"e x 1 Y4" CLIPFc )6XI r.�•325 BOLTS' 6 325 BOLTS 04 BOLTS) OL IP= FC-5? __. _ 5 E r CORNER COLUMN j (Ns.a E� ENDNALL COLUMN TO ENDVIIALL RAFTER E • • 9" CENTER COLUMN ( -- -------- SHEETING ANGLE r•--- #12X1"S.RS. (GALV.). i SA-10 ENDWALL RAFTER TO CORNER COLUMN ) EAVESTRUT TO.CORNER COLUMN. DETAIL /t 2 PEAK DETAIL .WITH CENTER COLUMN . RLlN r --- �' ENOWALL RAFTER 2-Vis A:307 CUR FC-50 ENOWALL COLUMN CUP= FC-7 4" ANCHOR 4— L NER COLUMN CLIP: FC-4 BOLTS ER COLUMN 6'hZ SIDEWALL 12"0 x I It2"A-325 ———•.—--— —..—..— .—..— • BOLTS (TYP.) WALL GIRT 614 Z CUP:FC-51 :FC-4 PURLIN TO ENDWALL. RAFTER DETAIL / 6 14 ENOWALL g" 6%Z ENDWALL GIRTs * NOTES: a" 1.) ALL BOLTS TO BE It2"Ox 1114" CORNER. .COLUMN BASE DETAIL 7 CORNER COLUMN GIRT DETAIL 9 ENDWALL COLUMN GIRT DETAIL (( A-307(U.N.) ?—)VIEWS ARE FROM OUTSIDE OF BUILDING (U.N.) S.W. 6tl ENDWALL GIRT ENDWALL 2 Y,4*fA-307 CLIPFC-4 ENDWALL COLUMN COLUMN BOLTS R CLIP:FC-4 CLIP' FC-7 CLIRFC-50 �� I CUP:FC-50 BOLTS MR) r 1 W I WED6COR STEEL i • • • dealer : lrl !£1~S1F1£lI R t_— ?S- -- _ 1 I GuSts + r 9_9-99 t = ENDWALL OORNER:CdJJMN ' Deser. : 6OX 6OX16 1'#12Ck :----------- 1' 'r 1 CLIP=FC-51 ' 6%: �'ENDWALL GIRTs 1 644 SIDEWALL GIRT. Site, `eEIANERTOwIV MA ----------- TING CUP FC-52 Load 1 35LL 8011PH (ScaleiN01IE) BwgGPI 06 P+O, DS-9206 ENDWAUL COLUMNDETAIL / 8 CORNER COLUMN GIRT DETAIL 10 ENOWALL COLUMN GIRT DETAIL IZ li VEB0 r i! GENERAL NOTES CABLE GRIP CABLE GRIP CABLE CABLE 1) ALL BOLTS TO BE 1/2" 0 MAIN FRAME = WAIN FRAME X 1-1/4- A-307 (U.N.) COLUMN I= COLUMN BRACE EYE 2) VIEWS ARE FROM. OUTSIDE Of I EYEBOLT BUILDING (U.N.) UNUT (TYP) CABLE GRIP CABLE GRIP CABLE CABLE FLAT WASHER (TYP) HILLSIDE WAS i" (ryp) I SW BRACING AT MF COLUMN 1 SW BRACING AT MF COLUMN 2 3 CABLEHILLSIDE WASHER CABLE---� CABLE GRIP FLAT WASHER CABLE GRIP EYEBOLT ~ NUT BRACE EYE 6' PURLIN HOLES !6' PURLIN HOLES t2" • MAIN FRAME 12" 6" RAFTER RAFTER FRAME RAFTER EYEBOLT NUT BRACE EYE ' CABLE GRIP � FLAT WASHER CABLE GRIP �J HILLSIDE WASHER CABLE CABLE ROOF BRACING AT MF RAFTER 4 ROOF BRACING AT MF RAFTER 5 HILLSDE DETAIL A. WASHER CABLE CAM CABLE . s/'6' /d' ' o FLAT CABLE GRIP CABLE GRIP - E`�E BOLT 5/8' WASHER -EYEBOLT BRACE EYE "A' DiM. i'" '' 'B' Dim. 8" TOTAL t-) t7' i8 27 NUT4-744' BRACE EYE t- 3 MAIN FRAME MA!N FRAME a COLUMN COLUMN SIDEWALL SIDEWALL N< SW BRACING AT MF COLUMN 7 SW BRACING AT MF COLUMN 8 �" a N J s � EVE BOLT < i HLLSiD£ WASHER WEDGCOR STEEL FLAT WASHER realer + DIVERSIFIED B'v t___P 15 NUT CUst+ : ' 9=4=S g Descr+ : 60X 54X16 1:12 Ck :___________ Site+ : 'BELCHERTOWN MA ----------- Load : 35LL 84MPH (Scale:NONE) Dw9 6A2 of% '°' ' n5-9246 9 10 TYP. CABLE BRACING ASSEMBLY 11 i. I 36GENERAL NOTES OVERALL LAP . PURUN 1) ALL BOLTS TO BE 1/2" • c ( MAIN FRAME x 1-1/4" A-307 (U.N.) #62 = i' S.D.S. GALV.) ENDWALL RAFTER MAIN rP.AME • • (6"LO c) RAFTER 2) VIEWS ARE FROM OUTSIDE OF (FIELD CUT) EAvE STRUT BUILDING (U.N.) 1-3j4' s• • ! • CAVE STRUT 1-1j3' 3" mm- PURLIN FLANGE BRACE r -" MAIN FRAME � • • � (SEE FRAIMING iv RAFTER SECTION) • PURLIN OVERLAP 3 h n -- - + SHEET1hG M CLtP: FC-67 #12 It 1' S.D.S. ANGLE on uAtN FRAME. (GALV.) (SA-10) CLIF: FC-68 _._ __„- BOLTS [ • MAIN FRAME BOLTS N..4!N FPAkE 177 CORNER PVRUCOLUMNMAIN FRAM_ FLANGEAIM FRAME COLUMN BRACE ENOWALL AFTER MF TO EAVE STRUT ( 6-1/2 Z QRTs ) T 1 MF TO SAVE STRUT 6--1/2 Z CIRTS 2 IEW RAFTER FLANGE BRAC �I D3 • - VAIN FRAME ”O -- MAIN FRAME AS R£auP i aNsCOLUMN E FRAMING (,SEE FRAMING _ 1-ISECON)Ec S.N. GIRT PURLIN ENDWALL RAFTER ! ! • 10 1 • • 21- 3- S N. GIRT 24" OVERALL LAP S GIRT a yy OVERALL LAP G!R T , 2'-7 1/2' 12- I�r= GIRT OVERLAP 5 GIRT OVERLAP 7 CL!P FC-57 � [ ' 4CEWALL GIRT BUILT UP 2- t A•307 CLIPR FC-58 CORNER COLUMN ANCHOR BOLTS c'ry' FLANGE BRACE , W11 X V A-325 BOLlS BArSEPLATE= f CCRhER COLUMN is BOLTS) _j 5"x w x 8" i ENOW1.1 CAT 4 CLIP. w — • ENCIWALL COLUMN =d ( WELtiGCQR STEEL I • Dealer : DIVERSIFIED Rv ENC+WALL — .; Oust. _01 9» L;" Descr. t 6OX 6DX15 1:12 Ck :----------- �12 = 1• SAS. (GALV.) I' (u SHEETING CLIP: FC-54 Site. : 'BELcHElkTawN NA ----------- 4'' �^• BASE ANGLE Load 35LL SONF'H (SCale:NCNE) Dw3 G0"3 of$ D5-9246 L7EN�TALL COLUMN TO ENOWALL RAFTER 8 CORNER COLUMN_ BASE DETAIL 9 _ I CORNER COL. FLANGE BRACE 10 P.O. GUTTER STRAP TA0E VASTIC ROOF PANEL TAPE MASTIC ROOF PANEL TAPE MASTIC— ROOF PANEL k?'12 e 3-0" O.C. INTOE CLOSURE ' 4*„?�:� �4.i2 iNS�CE CLOSURE ( • 3, ) SHEETING ANGLE rSNfEi1�4G ANGLE � ANG ANGLE i/12 x 3/4' (SA-1a) --- (SA-10) - — (SA-10) ='�•G STS. 1 f12 x • /f2 x 3/�` ST.S. p�Z x 3/4' S.T.S 1 D.C.) AOOF PANEL ROOF PANEL GABLE TRIM !'-&" C.C.) (1'-a',0 C.? E�- UNDER rig x GABLE TRIM /112 x i" S.D.S.SGABLE TRtM 112 x 1' S.D.S. EAVE TRIM GLITTER STRAP VFW 112 r 1" S.D.S. (NOT By WEDCCOR) GUTTER /12 x 1' S.O.S. /12 r 3/4' S.T.S. /12 x 3/4" S.T.S. —" X12 x 3/4' S.?SY EAVE STRUT tt'-O' Q.C.) (t'-0" 3.0 1 Lm I SIDE EAVE iR(M EASE STRUT .2 x 3 4 S.T.S.-- e c 2 r 3\4" S.T. �T�� PUIRLIN OUTSIDE PURUN G J.C.) OUTS'D_ CLOSURE (1'-Q' 0. OU CLOSURE CLOSURE (� 4" CLOSURE 4' CLOSURE PURUN y 4` ENDWAU BACK-TO-BACK BUILT-UP ENDWALL ENDWALL ENDWALL PANEL LL ENDWALL WALL PANEL WALL PANEL PANEL RAFTER PANEL RAFTER ENDWALL ,FAFTER EAVE TRIM SECTION 1 GUTTER SYSTEM SECTION 2 GABLE TRIM SECTION 3 GABLE TRIM SECTION 4 GABLE TRIM SECTION 5 i TEEL UNE #12 x 1" S.0 c /12 x V S.O.S. A. J.C.) (1'-6" J.C.) WALL PANEL—+ WALL PANEL 68AAhCLE -101 SIDEWALL HEADER r12 x 1' S.D.S. thSiDE PANEL COOP, JAMB � DOOR JAMS CLOSURE �+ #12 x S.D.S. 112 J.0} �i2 x 3/4' S T.S.. -- ____-_ __ ___ ---___--- CLOSURE W-b BASE TP.'41NDA_'O�PANEL v^QRNE.R HEADER TRIM FRAMING CLOSURE y iASNE S R. fNDNAiL MALL PANEL JAM9 W • JAMB G' ° PANE_ ii2 x 3/4' S.T.S. TRIM /12 x 3�4' S.T.S. TRIM (NOT Bf WEDGCOP) (1'-6 O.G.} (1'-6 O.L.) TYPICAL CORNER DETAIL 6 DOOR JAMB E• O.C. -ANEL ) 7 DOOR JAMB ( 1'-0 O�C. PANEL 8 HEADER TRIM 9 BASE SHEETING ANGLE 110 ROOF PANEL---+ EAVE TRIM " RIDGE CAP 1 GTRF!M!E � 1 IIS PEAK Box WELIGCOR STEEL. TABLE IIf f GABS TRV END CAP +—SIDEWALL healer ; DIVERSIFIED By i____p5_-- ENDWALL MEL.�/ CORNER TRIM Descr, « 50X 50X15 1:12 Ck I----------- AtrE Site, MA --_-_----_- Load t 35LL SOMPH (ScaletNONE) IIwgGD,5of$ PEAK BOX 111 CORNER TRIM 1121 1131 1 PA, D5-9205 FIELD LOCATE AND DRILL 9%16"0 HOLES IN GIRT FIELD LOCATE AND DRILL „ WINDOW HEADER ` 16""$ HOLES IN GIRT 4 MASTIC WINDOW FRAME(N.B.W) WALL SHEET ,.,•: > TAPE {'�,; WINDOW IN.S.W) WALL GIRT WINDOW HEADER s 7i •`i DOOR WALL GIRT -; V. JAMB - FRAMING CLOSURE AT • FRAMING CLOSURE WINDOW SILL HEADER TRIM AT JAMBS, HEADER AND SILL --DOOR FRAME WALL JAMBS,HEADER WINDOW JAMB SHEET AND SILL INSIDE CLOSURE WINDOW JAMB WINDOW JAMS WINDOW SILL WINDOW OPENING If2"$ X4" EXPANDED ANCHORS WINDOW JAMB (OR EQUAL)(N.S.W.) r DOOR FRAME " WINDOW OPENING PLUS 3 BASE ANGLE THRESHOLD #12X1"SELF DRILLING WINDOW DETAIL WALL SHEET 'S ;CREW FOUNDATION (N.B.W.) VENT RIM ' REDUCING COLLAR SPINNING VENT IQ„ 3,-4„ 11W BASE ANGLE INSERT FROM WALL SHEET OUTSIDE OF BUILDING 2" FRAMING CLOSURE VENT JACK USE SELF TAPPING SCREWS 63�_VENT RIM QRN£R 4! _ SELF DRILLINP SCREWS HEADER L COLUMN - JAMB (IS 0.0 WALL SHEET �' R OUTSIDE CLOSURE DOOR ~'w• %2"0X4" EXPANDED 'f FRAME '` ANCHORS(OR EQUAL) LOUVER(N.B.W.) STATIONARY VENT 8i 2" WALKDOOR` INSIDE OUTSIDE NOTE: N.B.W.= NOT BY WEOGCOR. SILL FRAMING CLOSURE RIDGE CAD � WEDGCOE STEEL IELD CUT healer 2 DIVERSIFIED By 1__DS HO WALKDOOR DETAIL CIRCULAR LE Cust, ; ' =`).88_ Descr" 6OX 60X16 1:12 Ck ;___________ NOTE_. i Site, '8ucHERTout4 NA WHEN MOVING DOOR DO SO IN ONE FOOT LOUVER INSTALLATION VENT;JACK INSTALLATION Load 35LL 80tfFH {Scale+NONE)yM6D608 INCREMENTS AS PER EXAMPLE f-!0;2'-!O; 3'-10". - P.O. # D5-9206 S E C f 1 0 N P R 0 P E R T I E S N 0 M E N C L A T U R E C - SECTIONS BA-10 BASE SHEEr*NG ANGLE 2-1/2' x 2-1/2 .18 CA. kCAL-1.) ME F SX RX XBAR IY I SWY SLY RY 0 j CW FLAT IXFL PSA-10 PURUN BRIDGING ANGLE I* x i I v 16 CA. (G14LV.) THKN3 LIP AREA RADII MBAR 0 -10 -Lv' -7/16" x 5-11/18' % 19 GA. (CAL,/,) SECTION WI/FT DEPTH WIDTH SA ShEETINC A4C 2 2" X 14 GA14 83C16 10585 8.0000 3.0000 0.059010,7500 0.8988 0.1250 4.1540 3.5666 2.0622 3.1847 0.3895 1.12221!161O.U010 13,8557 15-2343 9.1164 FB- 0.5317 1.1174 0.6072 FE-51 - 50 FLANGE BRACE 1-112.' It 1-1/ - 74 FLANGE BRACE 3' 3k 3' A 14 GA. 83C14 3,212144 3.0000 3.0000 0.0750 0.7500 1.1415 0.1250 4.0504 11.3147 2.7934 3.1799 0.8969 1.4236 1.5872 0.6769 1.1167 0.7008 0.0021 17.2691 15.2205 IF54-28 ESP-1 EAVE STRUT BACKINC PLATE (FLANCQ 2-1/2* A 6' a It GA. 93CI6 .3.2593 9.0000 3.0000 0.059010.7500 0.9578 0.1250 4.6024 11.2082 2.4040 3-5253 0.8365 1.1631 1.39840.5376 1J020 0.5713 0.0011 17.9118 16-2343 11-9035 ESP-2 EAVE STRUT BACKING PLATE (WEB' 2-1/2" % V x 11 GA. CBC-i CABLE SPACE CLIO 2-1/2* x 4-3/e * 5/16" 93C14 4,1396 9.000013-0000 0.075010.7500 1.2165 0.1250 4.5533 14.7843 3.2470 3.5200 02439 1,4756 1.7484 .6844 1.1013 0.6601 0.0023 22.3376 16.2205 15.0735 CSC-2 CABLE BRACE CLIP 6' 1: 4-2/4' x 5/18' DX-1 DOOR & WiP400% ;AMS CLIP 2-7/16* 3k 6" c 7 GA. 0 1.1250 C.7136 0.0034 27.3660116.d6191 17.3312 HC-1 HEADER CLIP 7' v 2-7/18" v IA GA. 93C!3 4.761419.000013.0,000 0,085 0.8750 i3JJ3 0.1250 4.500a 17.3260 3A495 3.5194 022119 1 7709 2.0081 0-21361 1 HEADER cup 5* x 2-7/18- x 14 GA 93012 5.3756 9.0000 3.0000 0,105010.3750 1.7267 0.1250 4.5000 21.1073 C7351 3.5129 C-891212.182512.4489 1.03491 L1243 0.7602 0.0063133 0082116.4447121.3078 'jc'-_a' COOR jAM9 CUP 6" v 8" 9 7 CA. JC-9 DOOR JAMS CLIP 6' x 6-1/2" 1, 7 GA. Z - SECTIONSwec-I WEB SRAVNC CUP 3-1/7x 3-1/2* x I' CA. - e6-2 BACK-UP PLATE (5/16' s & 3/3' a CABLE) 6, ), a' x 7 GA. WT/FT SY I I Y R Y 0 MMT IXY FLAT rbk4fN IXFL 88-3 BACK-UP PLATE ('/,L' o CABLE) 6" x a" --r 7 GAL SEC-- DEP 1-4 TH K N 3 FLANGE LIP AREA SX I iXEFF RX - 7 1,6421 12.2530 25.3592 4.7591 FG-4 QRr CLIP ;4-1/2' It 6-1/4' x I �'A. 1_2.4600 6.5000 0.0590 2.4700 0.7'5CO 0.7229 1.4287 4.E874 2.5653 0.35701 1.0237 1.1900 0.6912 k.3619 FC-5 CAT CLIP 7 A. o, -6,9000 0.0750 2.5000 0.33110 0.9793 1.9006 6.1770 7 5644 0.4965 1.4845 1.2572 0.7645 57-0187 2.2583 12.5241 27.0650 6A770 FC-5 CAT CLIP 2-1/2' x 6-1/4' x 7 GA. E.5ZI4 3.1960 FC-7 GIRT CLiP 3-1/4' x 2-1 i2' 4 7 ;A. 9216 3.0863 10000 0.0c,90 2.72C(I 0.8100 0-q070 2-3081 10-5730 3.4689 C.4353 1.3757 1,2315 0.5751 69.2441 2.7927 15.3130 21 2963 10.9143 FC-26 GIRT CLP 3-1jA" A 2-1/2' n 7 CA. FC-21 STUB PURLiN CLIP 1`6-1/2 Z) 6-1/2* 7 x 9" 4 it) CAL 9215 3.6816 3.0000 0.0673 3.0000 0,8100 1.0819 2.7981 12-8728 3.5138 0.6005 2.0924 1.3307 0.5982 86.9443 3.8514 16.0765 23.1572 13-3582 FC-23 STUB PURLIN CLIP (9 Z) 9, Z x 9" x 16 GA. 3.4651 0.5 S 6 7 1.7760 1. 92."601 3.5799 1.5.JR417 23.72881- 132540 FC-50 BASE CLIP 3-1/4' s 3-1/4' It 1/4' 9Z1 4 .3.4261 9.01000 00750 2.7500 0.21100 1.1538 13.07871 1.3 21540 240710. 542 FC-51 GIRT cup 8' x 2-1/2' It 7 CA.' 9213 14.4786 9.0000 0.0910 2.75C0 0.8100 1.3955 11.7059 1 16-6766 3.4569 0.6672 2.1286 1.23511 U.6937 111.1775 4.2993 15.3351 25.2728 1 16.6766 FC-52 SHEVINC CLIP 3' x 3* % "6 CA. FC-53 GIRT CLIP d' X 2-1/2' A 7 CAL FC-54 SHEETING COP 9-3/4' "t 6* x is CA.H!-Rtl3 PANEL SECTION FC-55 COLUMN,CO2 5' A 4'* x 7 CA. Fo THKNS WT G!R Trt Ixx (!N4) I Sxx QN-3) Ixx (IN*) I Sxx QN3) Ixx 60) Sm (iN 3) FC-56 COLUMN CLIP 5" x 7 GA. GAUGE cm STRES BOTTOU FLAT IN COMPRESSION, DEFL. FC-57 COLUMN CLIP J, -4 4' x 7 CA. (K (I<SO (INCH) (PSO (INCH) TCF FLAT IN CCUPRESSiON, STRESS 50TTCM FLA T IN C �PRESSJCN, 3 FC-5a COLUMN CLIP 3' x 4' x 7 GA. I FC-53 COLUMN r4j1p 6-1/4" -t 4' c 7 CA. 26 80 36 0.019 0.896 41.56 0,0381 0.0401 0.0334 0.0333 0.0351 0.0396 FC-60 RAFTER CLIP .5' A VARIES * 7 GA. ' 24 80 36 0.013 060 1 41.56 1 0.0691 c-c6c9 1 0.0524 0.0576 0.0541 U.0585 FC-St RAFTER CLIP J' x '2-3/41 FC-62 RAFTER CLIP 5' x VAXES t x? GA. 7 GA. a FC-63 RAFTER CUP b, a 5-3/4' .4 1 CA. InFC-64 RAF'IFER CLIP VAPjES x VARIES -t I GAL 4" 4 4 r- FC-65 EAVE STRUT CLIP 6-1/ x VARIES v I GA. 00 c� FC-66 EAVE STRUT CLIP 6-1/4' x VARIES It 7 CA. FC-57 EVE STRUT CUP 8-1/2- X 6-1/2" 7 GAL 0 ------- 1/4" x 7 CA. FC-83 EAVE STRUT CUP 2-3/-- A VARIES x 7 Ga- FC-70 EAvE STRUT Q.9 2-3/A' n VARIES x 7 CA FC-71 BASE CLIP 7-1/4' ,c 3-1/4' A 1/4" FC-72 GIRT CLIP 0' x 2-1/2' r 'y GA. 5 L 3125" l FC-73 COLUMN CLIO 3' )c VARIES x 7 CA. 3. L6 2 FC-74 COOJM4 clup J_ x VARIES x 7 CIL. 12' rC-75 GIRT CLIP 3-1/A" c 2-1/2" c I Gk FC-76 GIRT COP .5-1/V x 2-1/4' x 7 CA. 2" rC-77 SPEE'PhC CLIP 3, w 3' It 146 G.A. 36 PC-7a BASE CLIP c 3-1/4' A 1/4' FC-79 BASE CLIP 3-1/4' x 3-1/4' k 1/4* FC-210 1NTEPMEDIA7-r- CONNECTION PLATE X 'L. x 12-' . .4 7 CA. ARCHITECTURAL PANEL SECTION F�C-81 INTERMEDIATE COPINECnom PLATE 6. x 5-374' . 7 CA. Fc-a2 INTERMEDIATE COhNE_'riON PLATE 6" x 5-3/4" X 7 GA. Fy FIs THKNS WT GIRTH Ixx (IN4) X (!N3) Ixx 0144) Sxx (IN Ixx (IN 4) Sxx QN3) FC-83 DOOR JAMB CUP 5' g 4 ), 7 GA. GAUGE (KSI) I ��._6& DOOR jAMS CLfP 2-1/2' 6-1/4' x I Ca. (KSI) (INCH) (PSF) (INCH) TCP FLAT IN COMPRESSION, STRESS BOTTOM FLAT.&J�tAPRESSION, STRESS 60 TTOM FLAT IN COMPRESSION, DEFL. FC-85 DOOR JAMS CUP 2-1/2' x 6-1/4" 7 Ck FC-86 DOOR JAMS CLIP 2-1/2' c 6-1/4' 7 CA. 26 80 1 36 1 0.019 10.896 1 41.56 1 0.0199 0.0,344 0.0398 0.026 0.0398 FC-87 AND-ROLL CLIP 5-=1/4' x5-3/4* x 1/4' FC-218 ANTI-ROLL CLIP 5-1/4' x 5-3/4 ul Ill U-) 04 FC-89 ANTI-ROLL, CLIO 5-11/4' c 5-3/4" x 1/4' FC-90 ANTI-ROLL CuP 5-1/4* If 5-3/4 x 1/4' FC-91 CABLE BRACE CLP V A 6" x 3/5' I FC-92 CABLE BRACE CUP 4 x 7" x tI7 5 FC-93 CLIP 6-1/4" x 3 4 7 CA. FC-94 CABLE BRACE CUP 6-15/16* It 2-11116- 2" 12" 12" 36" L E G E N 0 C- MAIN FRAME COLUMN G- GIRT CABLE SIZES WEDGCOR STEEL Dealer DIVERSIFIED Bv :----2��--- RB- MAIN FRAME RAFTER P- PURL IN RCB- ROOF CABLE BRACING 0 NONE 6 5/16:' 0 a 3/8'- 0 0 1/2" 0 9-9;64aCC- CORNER COLUMN ES- EAVE STRUT SGB- SIDEWALL CABLE BRACING (3 NONE N 5/16" 0 0 3/8" 0 13 1/2" 0 ER- ENOWALL RAFTER RC- RIDGE CAP ECB- ENOWALL CABLE BRACING 0 NONE CY 5/16' 0 a 3/8" 0 cl 1/2" 0Descr, 60X 60X16 1#112 Ck i___--_----- EC- ENDWALL COLUMN RS- ROOF SHEET 1"Site, 'v&LcI4ERT--3M MA ----------- DJ- DOOR JAMB SW- SIDEWALL SHEET FTC- FRAMING CLOSURE Load 35LL 80KPH (ScaleMONE) Dw9Gb7of6 OH- DOOR HEADER EW- ENDWALL SHEET Plot I. D5-9206 L ' - � ' " ° ` � ^ � � K . � . . . ' !� • } f_