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BP-93-701 0 or We d g CO steel Building Systems P.O. Box 110 Jamestown, North Dakota 58^02-0110 'i tV.f�yli �f� . yr• ., j, x>,+'-_•'�'' , (,_...�..�.--..�._..,_...r......_........»�,.._.�.,_ 1.1 ,erll,! I . !! � , (I i � _ ' ys.27i ,,.. �! : I 1i II-;! I u -•,;. �- ill �( I1...: ',, „ r.I IFNI b1111 i� I I l I I I ! �,. I !lil 1• i ! �i � ii!, ! I1 I r Ill! iII 11 I!' , �--y�-x•,,,.. x� .,-�„—+ �— s :--s. -c:, � t. ;il!!;P ��' �I I l�I;,.t I,i{,II (fi 1 f � 1 !! � :�, i!�l; �Ilt •j'�"c'yJ" �y .�'�-•-;c: � -Say rr-__ - I !!}III j' ��•,�t t 4+r> f .--- 11'���:uJQtf7--� w� .rti .:, � -•r,;,��-t-i�" •�j.L,r.. n`f�`� •']i::'� •+,,•T, .... � � _ M �:i,.,,r�Y'l'��:'1:'S•r; I • of 1✓ Il.lt !'IlM1 Llti M!I ,�il 1!I;• �I 1 I!L..:',� ;I I 'I I I I I ( ( 1( I I 1 ! I , I � ;nii �lol n, •� i1 1 1 ��, -- i f. ;I !II ,I . ',1 ! I I ! i � �! ,• '!II hlji I�' ! tij� M !1� � Ir +,`h �� i•�, I i ; bG s�f` ,(/ +r (-Y•- C` 1 '• { ,II( 1 1 i t t. ! ! j I I �. ( ' I l•Iil l! Milk i �- _ F£ F@ e' en a w t,�Ii ! IIIIII ! , i l I I ! �I11!I I► I� I � � �. �� � �� �� �� - ,t'I AIIII 111,11111 I L11 i NOTICE TO E�UYER NOTE: THESE PLANS & SPECIFICATIONS FOR CONSTRUCTIO OF THIS BUILDING WEDGCOR ONLY SUPPLIES, 'BUILDING MATERIALS ARE NOT TO BE USED FOR ERECTION PURPOSES. THESF PLANS ARE FOR MANUFACTURED BY WEDGCfOR. YOUR DEALER IS INDEPENDENT AND NOT A C;(ONTRACTOR OR AGENT BUILDING -:DEPARTMENT AND APPROVAL' PURPOSE ONLY. OF WEDGCOR. INSULATION, ERECTION, OVERHEAD HE ANCHOR BOLT PLAN PORTION IS FOP, CONSTRUCTIOr:. DOORS, ETc., A,�,E NOT TN1= RESPONSIBILITY OF T WEDGCOFL REACTIGNS AT FRAMI! LTNcS � �5; �� NOTES: TAIL REACTIONS ARE GIVEN IN KIPS (IC -CO 1-35)._ 2. REACTIC-M ARE FOR BUILDING. FORCES On FOL-NUAdTICn WILL BE EQUAL AND OPPOSITE. 4 4„ 3. THE VERTICAL REACTICH OF THE ENCuALL COLL" I3 FOR WINO OF -AD LOAD PLUS LIVE LOAD WITH A4 ENCLIALL RAf7E-R T.. AND COLUMS AS FRA.'1ING. D L } L L2 4. THE HORIZONTAL REACTION IS FRCH WItiD PRESSURE Cn THE 11.3 II,3 L--+WL 0•Z- 31ENCVALL. FOR WIND 1N THE OPPOSITE DIRECTION., A •LI a i SUCTICN OF 62: OF THAT VALUE CAN CCCLR. 1 L, 5. ALL ANCNCR BCLTS SMALL PROJECT F"RC SMC ELEYTATIC4 UNLESS NOTED. I j ll 6. ALL CCNCRETE DESIG,Y AND COtLSTR1CTICH I5 NOT B Y WALKCC-ORS 5 WINONS OVEMEAO DOOR FRAUD OPENING KkNUFACTURER. REACTIONS ' AT FRAMME LINES t � 1 1. FIELD LOCATED BY C-NER.. 1. 5EE i 1 R l0 T1 7. CONSULT A LOCAL ENGINEER FOR DESIGN OF Fu^l.^{^�1TIG'i J 2. FOR 3070 WALKDCOR. W-3;i', X"3'0'. Y-3'1' 2. USE I/z0 ANCHOR BOLTS. IN ACCORC:NCE WITH LOa SOIL CONOI T ICNS A.`10' IFROST 3. FOR WINMA5 Y-WIDTH t 3'. DEPTH. 4. FOR WINCQWS CO NOT CMIT SHEETING NOTCH. S. ANCHOR BOLTS AND OTHER ITE.KS IMEOCED II`i CONC:RrTE 5. USE VO X 4' EXPANDED ANCHORS OR EQUAL. NOT BY MN'JFACTUR-cR. 9. BASE PLATES BY WEDGCOR. SIZES GIVEN FOR CONC REiE WIND DESIGN PURPOSES ONLY. 2t,.S OL + LL. 2� S QL WL O.Z 10. WE PLATE SIZES ARE 3" X S' UNLESS 10IzO. 3/4 "JT -7/6 - ANCHOR 131 T i 6.4 ' BOLTS I �2 1 ��— 6CLTS - f �! i 4.. 3/4 -9' 4' 11 REACTIONS AT FRAM r= L/Me I �z ANCHOR 3/4 'g BOLTS AN s � Iy2. 1V, BOLTS• IZ' 18 �L �. l0%Z ¢ 9 ¢ II'_ � 4 1"Z, 1,-.. fin! I I�1 p �,' ` W W W 5 !h _ --• DE�rAL .. L S I _ A.S fit. L w� ( 5Y-z1 SIDEgALL i z -I- 0 (, . Is Z 10.2 L� T I'l a DETAIL B DETAIL C ETAit DETAIL ENONALL COLUM 6124-MALL COLLM ENDNALL COLUMNREACTIONS AB2 CORNER CGLUP-H Aa2 ENCNAIL COLUriY A62 �; AT FRAME LIIIES % !,T FR4ME LINE' O AT F-"4E LINESEKiD140 TCR AT FRAME LINE LJ O02MIT A, ' CC(OR CPF-NIXG /\t� AT COLI;1'll LINES© D1 AT COLUY1i LINES 1, G AT COLMI LINE;OJO AT COLLY. LINES i�,�.', C ) BASE �" �8'' BASE:h„X�. ,z 9' BASE PLATE: 6 X� ' r - REACTIONS Al UNr O 3 /4 I BOLTS ✓✓ r—�—+ �" ANCHOR BOLTS LL 4] — io1�z 12 A-307 ANCHOR BOLT SCHEDULEC. SIDEi1ALL _ SIDENALL I q 1 4' F DETAIL "DDD wEOGCOR _ ST EE�€L CUA_ LENGTH A B C F901 AB Z S� DE W P LL GULt h' N AI?Z -41 of u A LL LO L U AAN CUST- S%ANDEN CONTKACI'b C f Y U. OLIAN. IN. It,( IN d; IN IN; E Cow�IEAICOLL x pT F�1,nne LINE 2 rROACT- 40m-ITY. 2av L f; i L• 4-`'"S� 1/2 1011 811 2 T5 2 A82 ALI FRAME LIM5 O O � x- 4 o£sCR- sE� Aa 1 q" �'Q" j' 4" 2 2" AT FRME LINE O(ADO 1.1 LaLC&N% LiwE t i�9 }f� 1 _ ..� AT CVLIx"t LINES A I� �' �� S I iE- I✓C'S�Ga�T, AEA 20 - „ OO 1Z �/� , /, g„ /�4 �,, Ll� 1 AT COLUM LIKES 6 !2 ' SA;i 8"x !Z'' Lo-36 LL eO M SCALE -r1oHE c vc-y of 2 EASE PLATE: X 7/67 I (0 1 ' , l ` 8 /'4 4' Zqa Z BASE PLATE: S X_ g__--!__ AB2 CORNER CGLUP-H Aa2 ENCNAIL COLUriY A62 �; AT FRAME LIIIES % !,T FR4ME LINE' O AT F-"4E LINESEKiD140 TCR AT FRAME LINE LJ O02MIT A, ' CC(OR CPF-NIXG /\t� AT COLI;1'll LINES© D1 AT COLUY1i LINES 1, G AT COLMI LINE;OJO AT COLLY. LINES i�,�.', C ) BASE �" �8'' BASE:h„X�. ,z 9' BASE PLATE: 6 X� ' r - REACTIONS Al UNr O 3 /4 I BOLTS ✓✓ r—�—+ �" ANCHOR BOLTS LL 4] — io1�z 12 A-307 ANCHOR BOLT SCHEDULEC. SIDEi1ALL _ SIDENALL I q 1 4' F DETAIL "DDD wEOGCOR _ ST EE�€L CUA_ LENGTH A B C F901 AB Z S� DE W P LL GULt h' N AI?Z -41 of u A LL LO L U AAN CUST- S%ANDEN CONTKACI'b C f Y U. OLIAN. IN. It,( IN d; IN IN; E Cow�IEAICOLL x pT F�1,nne LINE 2 rROACT- 40m-ITY. 2av L f; i L• 4-`'"S� 1/2 1011 811 2 T5 2 A82 ALI FRAME LIM5 O O � x- 4 o£sCR- sE� Aa 1 q" �'Q" j' 4" 2 2" AT FRME LINE O(ADO 1.1 LaLC&N% LiwE t i�9 }f� 1 _ ..� AT CVLIx"t LINES A I� �' �� S I iE- I✓C'S�Ga�T, AEA 20 - „ OO 1Z �/� , /, g„ /�4 �,, Ll� 1 AT COLUM LIKES 6 !2 ' SA;i 8"x !Z'' Lo-36 LL eO M SCALE -r1oHE c vc-y of 2 EASE PLATE: X 7/67 I (0 1 ' , l ` 8 /'4 4' Zqa Z BASE PLATE: S X_ g__--!__ G I i20'-O"3JT!0JT RED STEEL 20-0" 20'-4« 19'-8" 20'-0' 20'-0- 20' 0" 4' r + 03 ES-2 ES-2 ES-2 ES-1R 3 1 ovi 4 + G�3 , ES- D3 ES v G-2 G-2 �'3 G-2 Gv4 G-1 G-2 G- G-2 ° I S (9 5s� ,o G03 i 6� v 7'-4 UPI 6 j � B.A-10 U) B.A-1a v I BA-10 � � BA-10 13LCG "A', io S I DEWALL FRAMING @ LINE "A SEE E iA OF i�, FOR CANOPY DETAILS. 4 GDb FTS-10 .1 r, � s 1 yet' ' � r } ., f �`'•�-';, 11 wFTC_ 1 + 7;cr BT-10 S I DEWALL SHEETING LINE "All WJ3U WEDGCOR S FEEL G^ue' CUST- *STANDEN CONTRACT'S Co BT- 2.0. PROJ- 'DUALITY DRYWALL I -NC. 4-9 -4'1 DESCR- SEE A1;% CK- S1TE- 'gESTPORT. MA. LD- 3OLL BOMPH SCALE- NOMiv DOG -El DFA P.J._ 'D57i67' i 120'—D`9UT/OUT RED STEEL 20-0" 20'-0" 20'-0" 20-4" 20'-0' o � G0i ES-1L ES-2 ES-2 ES-2 �2'�'r G-1 G-2 C-3 Ls- ES- " ��-! C-3 G-2 �- py � �, ,1 vl, r--,) .6 1 ^ I Gp2 ' S`�� SCB` ; p ' Go4 yLg' SCQ_ i t U !� a o U CL BA-10 BA-10 I BA-10 a o �� 11 14'-D' I J 10 9 E BtUG ''A" Gq ►4�1+�a •f 4; - ? d- H � Ica SIDE WALL FRAMING LINE „E SEE E 14 OF 14' FOR CANOPY DETAILS. sEE .�o s CiF a rOP 0.1a o PE NI N aE1n1Ls I I - .d i FTC-14 c !1T-149 r, v .." LL L:& A BT-1D t WEDGCOR STEEL COST- 'STANDEN CONTRAfCTG Co. BY—d.U- PRDJ- 'DUALITY DRYNAt!L INC. 'q _ y . f -7 DESCR- SEE a.Bl CK— SITE= 'WESTPORT• MA. LD— 30LL 80MPN SCALE— fNONE DUG'-E? OF/ P.O.- 'DS7167' \ G0'_0' OJT/OJT RED STEEL 15 0' i 5...0. 15' -D" t 5. -0.. fR't fR-1 G-7 G-7 y'�r G�lv G' Co �• °y � a o G-6 0-7 G-7 G-6 3'-8^ C-6 G-7 C - 7 0-6 r t e • -o" 7 . —Q 7 _4. ; i o w c� - D` 3 BA1 BA- N w 0 u w - [ v � A-tD ENDWALL FRAMING AT LINE `" 7 SEE E-11OFA FOR ENDWALL SECTIONS EL IM, •• Q tr CDC ASS—t 4 - C;ts-'° ors-�o 12 ECS-1� _T ECc_;.q CDS C� FIELD CUT PANEL AS REQUIRED N`— h v W w e - '& CU WEDGCOR STEEL 8 ENDWALL SHEETING AT LINE 117" BtDG" E' CUST-•STANDEN CONTRACT•C Cam•. 5Y-'PGJ PROJ-'QUALITY DRYWALL INC." d_ DESCR- SEE A£St CK- S1T£-'WESTPORT. HA.' LD-30LL 80MPH SCALE -NONE DWG -EA OF14 P•O•-'057i67' 5- O _ III S p-t0 1 - ,� i� --- - r • � �� Zoo I ENGV;'t.LL Fr,.LING 3 �r <r 13 6ril- 02 Er r,vJFLL G=Gi/nt� eLOvE'14GF 1$ f0� LGr nFY Dr TAILS iE5• / Gv(e , 4/ yi vt �t a 1 i A GCOR E0 STEEL EL CUST- t;�AtGLA/ /prt fALT'G <<p BY it PROJECT- uf1�7 L/ r c, 9-108� DESCR- SFE A151 CY, GDb SITE- We5TP02T I MA ENC)WLL.L 5HEET/A!G LINE L$ LQ-jo L0 MT-p SCALE BLDV g., ' �.o.- D57/1,7 o � o 7 I NT OF 57EEL. U.tj i CS t CS - GS - SHF�TUIG -C I� ��- I I��GR• -.•. CR- � (I -j ' ES• E5- i ES FwzB fG- ZB (-Yi 1, i I I Li I 64? 0 E,5 ES_ iES CS- CS- � Cs' RWF 1=RAMit.1� PLAN EL.D(- '.A„ OUST- S-7AVOCn COU7-Q( CV: 9Y - a.W. PROJECT- pvAL/7V PeVALCI 4-9>$7— cr- DESCR- SEE Ap 1 SITE- lvESTPOP.t,M� LD-3OLL IW AN SCALE --NON€E OuG-t& 0cl4 P.D.- DS7/(-7 $0'-0"OJT/OUr SrcE r 0 = o 20' --0 ` 20' -0'• P- TYP U.N.) hP--2 TYP U.N-T (P-2 TYP U.N.) r P-) TYP U.N.) ES-1 R E3-2 ES-2 ES -IL cr cr I I � i I � I a I I 4 I I \ ( I D I r crm cn W SHEE T-li'NC TYPICfAL F co -cam t tS-Z ES-Z ES-iR Y 'u c 3, 92Ci ST- 'STANDEN CCNTP,fACIG CO. RY-c', ROOF FRAMING PLAN -� I r�F.cG c-�^ PRO.1-. QUALITY DRYWALL INC. SLD(,3' BSc; :�{ Y DESCR- 6OX80Xi6 O iZ CK- `�4L SITE- 'WESTPORT. MA. LD- 3OLL SOMPH j SCALE- 'NONE DWG-f 7 OF) Y �n5 N 21 1/a S. I A f,, J ..� SA 12 I� 5icy' .u2 x 1? - 1 ,;� , . SU.,E,�ED GE o•I�ti'' S FEA DETAIL 5. ?/16 }��CsS c O.S. l C. PFLANGE �' I !14 t.S. FLANGE 30 2ef1 - SPACES. EAVE (�) EQU AL STRUT pURL1N 1Z ;a EAVE DETAIL.' �Cx !loGA. > s S Xla'F'LT- Lj I WEE IS .179 OR SPLICE PLT S x -!12- GRE--TER. ALL WELDS V / CS) — 3r ' B EA t 11n Qr �1 /`r X 2 A JCJ gOLIS SIRU CLIP r I iv'.�.IN FPP :M, t? - TF R _ tC.-!SS 4'� PLT, SPLICE PL T �• x I.c ll.i .'(G i --)-. V X G'•I is JLJ l.Ll ... iv t`i^it h1�Z ll0 J1 • GiP i i l0�2 !lo Cr Po�utdS M _ ' ` 1 V , 1 `^ o Lj > ' IN1 FR t',E C0LU;'N Li <All — lI 11; Ill1 IT t 1x 0 7 2. >=II:IISH FLOOR tr ` Li J ^SE DE -AIL �_ I' ' Lo'- o.. OUT/ OUT OF S- FL "C��� J 1:tSpGCS-- 1 - L ►— CROSS SFCTIO1\1 OF I'Vi[AINII FRf-, MiE vi vi AT LINES = &LDG „ 8., S7t,uDEtJ co, -,t,t.-'[- PSD�- Q�tl V L4.vveA L NAP I �---�}I 7ESCR- SEE I ICK- I S i r,- wes-rpe--r A I L�.�.- :s- 7111 i _ 5.�./ v9 n .(3 V nc +� 1 1 /9 / /3 ///J���ti`` v9 Y / ;l . 30'-0 1�S•'y 12 I Sl 4's v C. SYt.I.I I t1. / � ' � SL'S%'rzS� 14C �:'.CC�SS , j r ► PEAK DETAIL_ L %J FLANGE (cX 4 !. 0 �7r X S d' !a K hlo s'j v2 i ?ia .;c �Tcsss O.S. ,. FLANGE t� SPACES 3�-4�.> EA,VE I EO J L r it STRUT � t ,] J 5 Cx t6 Gam. --Z F(:- EAV E DETAIL i. - - - - - •. _ -- --- � - F6 u (err 2 SPLICE PLT x „ . G-•`�L_l6-LL 'L^5 Er^-.VE I\`Cf�,OY - - Ilc'-0,t M'- P �ti'/�--i4'¢x 2'r A 325 BOLTS C PUT ! KA'1cP x IN FRAMiE I —1 IC? %4rPLT SPLICE PL7 � x 3�4 UC7E 2 ? GIRi\ t yZ �% CA PuRUNS - @ Ed`f St IS G-A Yet u.NS r 8- E14 i�,R C.1J✓PY u MAl' IN FR 1,1. COLUI,:At E N I,r r I1.{ ISH F LOOPLj %gE nETA IL �_ Lj 2I r-O'-0"OUT/ OUT c- S- EL 1:I`n�rSD S1 =EL CROSS SECTION OF NUAl',Ql F RI-, I;IIE vi vi AT LINE 3 o — SETWICEN ELDG "Q" ci .,P,,. c.:ss- 5-1,4 f/J /�r✓;%ir, r 'mac j St-g.% P-`0J- D,,A( r ' } ± / -- F'7 Esc:-5M A P I I cc -- Si u£Sf T A A I?.J.- --5-711.-7 31 LM 1/9 19 . 12 ✓ 3 SYM. SU BTRCp ARC tROCE SS I I " — x 3//P" RE, D)"ETAIL SAI SUSMERGEQ sa i/S ins :.RC PFCCESS FLANGE' sx - O.S. ©•25•Xlb'-11" �4„ z a " GE 5 361 _ Il'Irro'�(*� il'iq'' I.S. FLAN EAV E DETAIL E_VE sPACEs 3'-4`"� -IT S1„UT �� EQUAL 9 r y Cx !h GA. i pURL1NS� sl J S' x a i'�T -, NOTD IF w_ IS .179 OR Gr';=--IER, ALL W ELDS IT ems+ F3 n 3/15 �8 SPLICE PLT sr Y `2M RFFi�P'4 x M w*4¢ x 2 A 325 BOLTS S.'.P�UT -° ,� M-AiNt FRAME RAFTER. CLiP ✓ �4 pPLT f� E' %4 . crag \—SPLICE PLT w/ «1 --'-4. p x ���'A 325 BOLTS -A>r sti19 a: 14 r^e� 64M6PY w NZ L1 > �'" M FRAME COLUMN Li I PL" -- r ��, A Ji% A.B.S !\ n fti vs :,c FINISH FLOOR ;; ejt it . 1; 5 ✓ 1 UJ C LJ .•- �'�' _ "Z - 0 Lji !00,-0" OUT/ OUT OF TEE Ong 4,'EDGCOR SfiEEL a } 1 SL > ....... ,; U_ U_ —CROSS SFCTION OF MAIN FRAM A vi vi AT LINE 2 O BASE DETAIL COST-' S7,&Jt N7.ACV L-0 BT- PROD- -,L)4 Jfv AA'Y t to 4" 10- 97 oESCR- SEE N Z 1 C1;- 51 TE- oee P6/7 #;A LPH SCALE- NDh ID ti -Etb oFk P•D.- JS --/, 7_ SAV � r,7 `� �✓S� 12 SY)1 iVv�A$� A7� PFpCC$SI 1/ ' S X //b a,u2 I i t Fes'' DETa iL :.Fc FR:.:ss AIGE iq lo` 11 I Zo S 1 I.S. FLANGE 30'"11'l��` SAVE DETAIL 3-4�� EwE (Q) ups-Z-- r ! IrO-TR iB IS OR SUT �I y �nE TI;, aLt\SUS 9CX ►b GA. l �Fa- SPLiCc PLi 5 Y�Z x 2� A 325 BOLTS ' 1 CLIP I 2-3/4 OX 2 " A 325 BOLTS EA E , �i? .CL- ��/2`�ux 1 i/�," CoD� A-325 BOLTS( i YR) STRUCLIP f C, CLIP - CL1? �I � :-525 BOLiS(TY�) T FC- 0'"6 it ,�tl CLIP SEE" rE 14 of I4 FoR � + PLtNlfY jI�7AIL5 I CTL'R% , ( i ! ;+ I( `F` G;" `EFL✓ �` -7 '/I - !Ii E tLL O'-U}: ti f! � i h� �E f ::/ (Z1 - '/Q '•� ,. 110" ,. _�7 .� c_��' \ ij /_�,-•.` t ,�-.: Ii 777 1 CLIP - F'C-50 l ` CUP: FC-50 1 I IT C1 r S i F I ' r•- 7 •��.• � � C:RCIS� (; T 1 � � F l��1ll11�I FR�hI- 1c,:s1- -57ANp£1.1 (cr1�RwT'C= Col="— .e✓. �• vi vi "0' QvA W Y D ?YWM L INC% 4 -10 . 1 AT L 11;E • - p SCE ,t6 t cc- 8LV&, A sI ;£- h)f >'o M^ I vQS17 �j•A �' �L LittrPH 1$C�,�r. w�w�' '� +'-11 -Dr/r1 i o'' ) OUT TO OUT OF STEEL BLDG. 12 r C') SPACES CLIP: FC•62 EQUAL- , A. PUN (TyCLIP: f,Z� �-G . CLIP: FC-64 (N.S. ONLY) CUP FC V) CLIP: FC-57 �� f3ACK TO BACK + EAVE ENDWALL,• RAFTER 3 STRUT CLIP FC gL x- /4 GA. + Gtt2 z Ib GA. - - _ \ ua�E� k---CUP- FC-58 CLIP = FC- 58 i sEe E 8 aF t4 i I/2ff' x 1 /4 � ��t �'-�" � II`-b' iALL gmQ CLIP:.FC-57 1 G�z ( A-325 BOLTS(TYP.) 1! Iy' o" c L-1) 2 ( 1llf-0L11�iC'�'1Gn 6t?. i 1 CLIP: i` CUP. _ _ FC - 4 II FC -7 I it I j �i G92 CLIP FC-4 LJ _ CLIP: FC-5 .QJ,'ALL GIRT I II II I& GA. TY 1� N Li CUP' FC-4 , , , a 6',21 x I6 G . T YR Li _ I � I BACK TO SACK T o I X /Q GA r i � CENTER COLUh.'J ,�, �-_sew• � CORNER COLUMN `� ��-Et:Dti'�ALL COLUl,'N' �L .(T'�i s/ I_x 1(o GA.(7IF) G I C 02 i A-3�77 BOLT S (TYP. ) -CLIP = FC - 50 CLIP - FC-50 CLIP FC-5 0 I END%YALL FRAklii13 AT LINE- O n00 WED000R SfiEEL GEN. NOTES cvsr- t�ANOEN CZH�9.C-t' G0 er--�.w. 4 -I�- $� 1.) ALL BOLTS TO BE 1/2"p"x I1/4" A-307 (UA) rRor Atr9 i tiwac� . u,; ocSca- W . AB l c,c- 2.)VIEW FROM OUTSIDE OF BUILDING. 3.) C MATCH SHOP MIARK s t E- �✓E S �'�t,7(: r� ^A. pD �l IPHoF14r�5-7 OUT TO OUT OF STEEL S ) EOUAI SPACES C-% - CLIP: FC • 6 2 { URUN {) G A. P TYP. • isZ�z__,__. CLIP: FC-64 {tt.S. 0,•IL}Y3 i _ Cup FC c.Lv: Fc-S7 CLIP: FC- /,3 - EAVE �Al STRUT I � CLIP: FC-57 �bCx tt�GA. SL t CLIP = FC- 58 I uotE �—CLIP- FC-58 1 �� 1� �� CLIP: FC-57-' I ( /2 zx 1 . 4k SEE E I4 cF 14 CDz A-325 BOLTS(TYP.) j i 1 C ✓2IN CA II n yh'OWALL CDu,r�•N C7Yrj aL x IL. L-A C I D i COP, r� �r2 C0LJft�W (TYP1 II CLIP. PC- 9 mot i� { lo,� `FIIrG/Q. 7 ' LLIP=FC 5'1 -_ -I, cL r : Fc SS LLIP: fL S F C- 5 7 C U'r := C• 5 ! L I C 9z Pi nLl►JS 4 II i•�=CSC TC _ ENID\YAH FRf Mjlf\G AT LIME o0o WEDGCO)IR STEEL GEN. NOTES: cvsr- �7AM XN Con��;�xc�'c eo. ET- g,e�. .� ALL BOLTS T 0 BE I/2��� x I i/4" A-307 (U. N.) rPa� uACiyv OgVt/A -. ,,oc- 2.)VIEW FROM OUTSIDE OF BUILDING. ocscR- s�� a� of «- 3.) O MATCH SHOP MARK s t r c- wrs1�K-r `rha f�L 1WEEN P�Lot; p..� �" Lo- «80/gPH SCA4-rL- �o«E oc•� r3 ��h . r.-0-- PStii -77 A `.2; 130un< 2 9L X Ito SAVE 511c07 `� /' 3�/(0 EA!D PL-r. zoo 1V_1JT St!c'=71f.%�— --•_! i lf�C. i CA � CANoP 1 S7Ru-r Fc a, - (-rQ--Ts --� c _ r - i4 n(_UMN LINE O n;SLY r CT h, Ur ��C7 WEDGCOR STEEL 9 N o 3 19 2 s F FC X y� S CUST- 57ANDE.1 COM-r/FA( Cc 9Y a✓. PROD, OUA-07Y 17eY9',6tC C DE SCR-CK- S1!E- GtiES9P�i7 /' A -- ep L0- ll /riti LE. - -� PURL I N + CLIP! FC-62 �c j) ' CLIP: FC-64 iN.SO,VLY) � i i ^V"oxlia"A-307� �� 1 BOLTS n �( 1Ali! ` `;-- rURLiN SAME ErDvALL i RAFTER _f Typ1CAL GC RIiV�G1tUN5 '/2OX1'/a" --�� ' ENDWALL ---�� 1 RAFTER A 325 PELTS 0 1 ' o (1260LT5) _3/4'oX2"A-325 60LTS i A-'l2"THICK PLATES B C ENDWALL CU WM &I I Cc f✓~ � - CLIP: FC-63 (2)3/4"OX21/2"A325 aJFP ,,CENTER COLUMN i:'oxi„ A-,zseoL7s�' cua _ ( BOLTS ' mot• PEAK DETAIL WITHOUT CENTER. COLUMN 2 I cG eotT si t CLIP: FL-S$ ( CLIP: r6-S7 - CLIP FC- ! l! CLIP CL- ONDNALL COLUMN ENDWALL RAFTER i CLIP: FC-64 'k"OX►%a'A-325 BOLTS ii (12 BOLTS) ( i — I ! �`D'NAh CoL�3n��t iv +XtiCwku ;.c„= `J CLIP: FC-63 _ Mk IN FRAME ---- ---- - — RAF7CR— _- i PEAK DETAIL WITHOUT CENTER COLUMN cF - „-� • 2-3•,.,a �c ,..1L 15.,.. CENTER COLU'dN � � l —} __�-- i ---- I � • a 3�7 v0CC), LIMIN'—, ANCHOR BOLTS \ S PEA, It — - n `V, A , C G Gt Et�D;'�ALL RAFTER .. CLIP: FC-7 ` , `� I , I -CORNER COLUMN CLIP: FC- 4 II - 4' )c fP 6/22 SIDEWALL GIRT i ;- • i - CUP-FC-- I j ` 4 / ! P:!-LINT TO ENDV, ALL RAFTER DETAIL 6 i� ; j I 4' 1 EN ,�,-LL 2„ 13,E 1 4;, 1 0. ( ,, - NOTES: 0.�'�'ER co_v:, 1.) ALL BOLTS TO BE 1/2"fix° l %4" 7 G!RT DE AIL i o „ALL COLU .__ . iL - 307 11 - A (U N.) S.W. 2.) VIEWS ARE FROIM OUTSIME OF BUILDING (U.N.) L 7► I( �-- /i� i.Lia � „-7 I iI--- A!15 I►I�I 5D;5 i I i T 1 I j I I i ( I I t ,--- VI EOG CO,R S T E E-IL ` � LttiD;',•.LL 1 i CORNER COLUMN , ---- PD ton,7�F=CtG CO r,t.z CLIP=FC-51 �= -! t T D lcc uC 4-9- 7 6 2 SIDEWALL GIRT. 6 %z 2 END'NALL GIRTS SHEETING CLIP FC-52 Qet cr. TPoPr A ENDWALL COLUar�' EASE DETAIL R GO' U'�r��COMc c Cn�_ GIRT DETAIL 10 C!:C. ALL COLD%'N GIRT DETAIL 12 Os-71 --, U :LIry -Cl_I? FC-62 SJ Coi I: -„I LTS / II t [ VE END•, ALL RAFTER CLIP FC Co9 --I I r '/z"a XI'/., I ENDWALL t - A•325 BOLTS L CLIP: FC-69 RAFTER 14 BOLTS LLfr = ,h %i"oX 1'/4°A-325 BOLTS _1 CUP FC-57 � (6 BOLTS) CLIP FC-57 I U1°', I . r ,J 4" CENTER COLUMN ,-��--� 11:' o x I'A' A-325 BOLTS— ENOVAIL RAFTER PEAK DETAIL CENTER COLUMN (6, BOLTS) CLIP- FC-62 � _ ENt7WALL COLUMN — I` I CLIP- FC-57(N.S.) — ------ i - CLIP-FC--58 _FC-56(F.S.) • • CLIP:FC-57--END4VALL RAFTER CORNER COLUMN II »- �4X1'/�.r I CLIP- FC-64 �I �'cX.i %<'A'325 BOLTS (l4 BOLTS) A-325 BOLTS I I I (6 BOLTS) I t!I CLIP; FC-57 END,';ALL COLUMN TO ENDV4'ALL RAFFTER 5 CO<NER COLUPd,N- (t`1.S.BFsa I !---------- CENTER COLUMN- -- •-------- _ � �] �S;tiEET►NG ANGLE 9I # 12 X 1 ° S. D. S. (GALV.) . I SA 10 PEAK DETAIL WITH CENTER COLU-,..N �-j.� !PuRL1N -••,'-;•:ALE_ RAFTER TO CO~NCR COLUtti�N EAVESTRUT TO CORNER COLUMN DETAIL 2 4 - - u I L �.Nrl,•�l,, t F•" rTER - CLIP: rC-50 END`,''ALL COLUMN ; 2-3; 'c A-307 {: ,� \. -� CORNER COL'UAN I: A. C OR 4 _ -� CUP:FC-i I, ICU? FC-4 L—! EOLTS�-�_C07NEEti COLU�itd biz? SIDEV,'ALL GIRT ---- f _ _ ti" II S,(TYP-)EhD1„i! GiRT - - - 2 , IiE\+►% � --��- ,I�!t, PURLIN TO L1�D`, :,LL RAFTER DET,'4IL .0- ,_ 0 �rn II� i - J -CP FC-4 I �( I v I CU? -r C-51 l I 1f I „ i I _ EtD1:ALL 9 QV' Et 'ALL GtRTS f.) —J ALL BOLTS TO BE /' "S x 1 %4" 1: r, , , 'T END%YALL COLUW&J, GIRT DET/111- I i %- 307 (U. N.) C 2L` Cl_ r r — A _ � I E 0 r �C ..•:�� ..o�tl1.,;. <3,sL r L�, ,L 7 2.) VIEWS AR rRO��h OUTS 6U?LD1NG (U.N.) �• 6'/ 2 Et,'D,.ALL G'-T_ .r, t , ! _- L n I i -0- y)�CLIP: FC-50 `'fEDGC Y 3. Lj- OR STEEL 1 II • I rc • ^ .,—�!`- i-�:I -.-:1 �• • • III �. I • L- , ,+I I cUsi- ND(l•i ;nr�i� ., CU I --; = END,:':-+LLPF.D_i�C7- QUt.L T ti. Yv; +!{ �C ( Q - 10' Fi i I;NER COLUd,N - IriT DESC{ti- sEb A6 1 I Ct:- GO ----� r CLIP FC 51 ENIDINAL _ G S — l l G'k? SIDEVlALL GIRT. s; iE LvFS7f0!'T 9�� SHEETING CLIP; FC-52 L'J- LL,joivn,, Scf.�= �; ,;` I��:•�02-F� F - CORNER COLUMN GIRT DETAIL - I � ` ENU'�dALL` .CO*-U1!'IJ GIRT DI_IAIL 1 2 P • D•- 11S %t �07 i rt,D,..aLL CO-UL,14 B•r+SE DETAIL 8 • -- - _ -- ----- -- — EYEBCLT II CABLE GRIP q C=ABLE GRIP I- F nT ::aS` ER T HILLSIDE CABLE CABLE L i 1'?) WAS -?ER (TYP.) (_,�' 1 lif NUT BRACE EYE.NUT (TYP.) '''f i BRACE EYE 1 1' —HILLSIDE CABLE FLAT `MASHER (T)P)- II _ �: BLS G-IP� C. G ..LE I t..SyE : (TY..) = CABLE GRIP C 'L� GRIP 5 `E I, .� : E'i'c50L7 '' ,�talV.r--n'�` R1 ti �' EYEBOLT MAINFRAME CA \ 9LE E)'E SCLT MAIN' FR�N^.E 9j CABLE GRIP COLU,. w �'( � MAIN FRAMCCLUNIN � E CABLE GRIP COLUMN O_Ii CUNIN CABLE CABLE �I �� � I� �I I I SIDE1\'ALL 6R.:Cl.�G _T MAIN. FRAME- COL. SIDEWALL BRACING AT MAIN FRAME COL.. 2 . I SIDEWALL BRACING. AT. MAIN FRAME COL. � � SIDEWALL BRACING AT MAIN FRAW: COL. �4 CABLE {� !I CABLE i w F,a- G �� lI CABLE E.'p;: L �., ' -307 CABLE GSh�`' I) HILLSIDE \\AS .ER CABLE GRIP ��, RACE EYE I1 FLAT WASHER ,"`'�-~ CABLE GRIP �• ; CLIP�BB-2 COLD ,�—p; /� �BOLTS R EYEBOLT— NUT��,. l��� �4u(�`��-= ' �F: " BRACE EYE CLI:_FC•50—�,��/j f PJRLIN HOLES 12�� d�ji PURLItN HOLES PURLIN HOLES I ti ', 12" ' 11 ` MAIN FRAME " lI LMAIN FRAME 12 6„ � 89-2 r I t i k BONS 6�' RAFTER 6 it I T RAFTER BRACE EYE NUT El'EB•OLT j � HILLSIDE -ER C�Bi G' �'•�, *—_8:DACE EYE C�LEG;P BACK TO BACK I'h�iiZ CABLE GRIR Il C . _E 11 CAa E —�� 1 ENDV)ALL RAFTER + - - �;,r,� OL :,N E'SE DETAIL, ! F,OG: FTE I i ROOF "CIN E ^AF _ BRACING *AT END%'BALL RAFTER _ 8 � A T ' r,i;�' ,. �� G ROOF BRAC I � I Et:D�"..!.L C U• HILLSIDE \,'AS! IER B: CE EYE 1 E BOLT FL4,T E G Ip �C<BL✓ GRip NU, T � C�B_E �� L ' ,e 1 Sf1E1.t,L L S1DE'i: LL 1 S T 10 G E N. 'OT E .T%CSIti P' 71-A A . 1.)ALL OLTS 10 E E LL x . r _ Ni "s 2.) vIE',Y S ARE FRONI OJT- Cru r, l !_—., ZZU WEOGCOR STEEL ca;l.cr L - 2 = FIELD SY cus t- t./. S7ANG£ i Y a ' rA0-1ccT-4uAL/9Y Pt nio jitt N - 0. DEscR- j,EE A8 cc- st![- WEsr�eZ: n,A1 1 _ 5 TYPICAL CABLE BRACING ASSEWSLY 12 13 -Graz,_ _ :� _, �� •. \' �� :a• ' �12c1 SOS,u..L, Yr�2xl" SD.S.(GALV) EA-10— EA-10' - EA`!E STRUT ° PLRLtN �J , PVRLIN� • 1 O O EAVE STRUT m I 1 11/2) 71�2 \ O I s i' ' • Sn CATJ ( I I�i� 1= ..., n •c RAFTER � ,1 Fn �.� ; � '-TER—I-- �• _ MI !N FRA:.E_ RA 1 Eft 'O !—II CLIP�FC-o8 �p / rLtNCE sR,cEs�sREo�. z+ OVERALL �1�-�CLiP: FC-68 ( • SEE F X&,,G SECTION. cli .. it?AiN FR:`:'E EOLTSR � R FTE N � MAIN FRA:V'E BOLTS �'- — 1 GIRT OVERLAP 5 Q I PURLIN OVERLAP 3 to }5• 36• • M: rt COLUMN. FLA`.G WRACEs S R=C'D. • � 6'-J (75 I OVER ALL LaR. • � • SEE FeL+.Y+caG SECT.CV. .. I ^ti,E COLUMN I 3i 3T.5• t -5' - PAA6y FRAP:,E COLUMN. �R - ( 1 I ° p J. —.-- GIR- E� T Y , • • LINES QOQS Sy r— 1- — t j LDLUMN L K95 �(\\ Iz a• 24' OVERALL LAP N •^ / 1 Y I N.•:Y ..Mc • C !l, / FL-uC._ SAS REC'G. 1 Y1 v _. • �-_.--.'— FAiiER � E ' I SEE rR:.t:.eG SECaN+ 35' I 36' '. n,A!N FRati E 10 EAvE STRUT DETAIL (6.. ? 2 PURLIN . Cs1. I iA:IN FR' "!E TO SAVE STRUT 0ETA;L(°�GRTS) OVERLAP 4 GIRT OVERLAP 6 9.sG a AS REc'O. ��—•--• COLVK ECitrMN ^�N.t:Y F-w: A'E MA:N FRAME' SEE FR:..M:vG SECTION. • • Y fl A"sE BRACES n5 REO.O. h SEE FR?ta:NG SECtiON. • •COLLIMN 1 fL ANSE la!CES t5 REC'O. I • p • t / SEE Fn..tA..:G SEA:.ON. h� 1 1te -------ter _ ---- -- — �� , e ( S.W. sw S w^. g w R� GIRT S C/v//�1✓/ N.. 1lltf t , J ' a R , h Sl a Glair 1,7 f ,RT o / AL +t• Ctc„• L LAP _ _ 35:^T_RnLI LtP t5' 30` 36 12' g j GIRT OVERLAP 9 GE`l. i\0TES- • GIRT OVERLAP 7 GIRT OVERLAP (.) ALL BOLTS TO BE ttZltcSX 1 F E Ra CS SRECO N_t f An.E 1 1/Ylt A-_0/ (U. •-) 5Y: 1, FLANGE 13RACE Fnl.....e SECTION. 2.) VIEWS ARE FROM OUT— C� 2ZSIDE�• ALL GIRT I / SIDE Or BUILDING _(U.N.) coLw•H G uIc Ste, ..lS f l C0R STEEL Gam ; ,l E D o cuss- N TAND (iAti 1 _—L 1 PROJECI-41U L 1 w ALL, 11J(- ��" -7 cr- ;p 1 CIESCF- 1 . i 1 SIZE .6 I 3G• L9LL API; -'<fOvr D'-CGPQCE� SCALE 2 Qa 1— ,.c. OS7/G-7 -� 3�ALE ' DEiAIL 10 GIRT OVERLAP i d 1 _I I/211 I/2 — • 1 4 ' GD- 6 9 10 6-2 3. i 9 Z GIRT GD GD TRIM 62Z GIRT GD-5 6 9 • i 8C DOOR JA,ti18 4 Q�DCijOR JAMB GD-(, TRIM 2"I—A 1 GIRT ------ --- r AVE STRUTL3 4 d�t 13 %4"'_ -+ DOCtR HEADER --�' GIRT TO DOOR JAMB 3 GIRT TO DOOR JAINIS 4 COOK HEADER -+•� \ 3 ri-- / GIRT d GD- qp-P - /2 2 GIRT m DOOR r-' �-------- ---- JAMB GIRT D-5 GIRT 2.� 1 1 _ /2 .Yx I /4 A-3C07 BCLTS 1 Q -� oGD- TR(M - 4'{f 0 O GD-lr TRIM 8C I z' I,% I CD- - o ' 8C DOOR JAMBII-------- B FINISH FLOOR C GD-S ------ -- -- IE!'1DER LEFT _RIGHT . FINISH FLOOR C 1 LEFT RIGHT . 3%2"� DOOR JAMB TO GIRT I DOOR JAMB TO EAVE STRUT 2 GIRT TO DOOR AMI 5 DOOR HEADER TO DOOR JAMB 6 41/2 , 111/2, - 8C GIRT /2" - - - - - - - AS CUP:FG7 r p •' CUP•:. o Pe s., 2.. yu, 2* 1.c" (2 1 rC e.5L1 - 1 3„ J I 1 _ 2"- .. DOOR Ati� 1 I a, 1 - '9 C . p .... � DOOR J:;,3 I I DOOR JAMB TO GIRT 7 DOOR JAMB TO GIRT I 8 DOOR JAMB TO GIRT 9 GEN. NOTES: 1.) ALL BOLTS ` TO BE �`z"� X __ -- - - Etip';aLL z 3i,.n 307 ANCHo�Q-3O7 2.) VIEWS ARE FROM OUT EAVE . STRJT COLUN,N—� ANCHOR DOOR j� (USED AS BOLTS ,1:MB _ r„ BOLTS SIDE OF BUILDIN CS (IJ.N.) ODOR 3.) ALL DIMENSIONS ARE; -� j =h�B) 2' 112.. -� N4 v p g L13.? LIP -79 FC -�pp uEDGCDR STEE C. -- -- (SHO? k'EIDED) c (SHOP 'ELDEO) ,I ;I/c tit a 1 CLST- C L/iEJJ /crJ1Ol�(TC l ^IBT -BG% -L,4 PRD 7ECT- QIP� FG63 1,.� _. � _ � �V'1Ll DIY!✓,f L 1/G � `4-/U �7. 1 UL'c:Ilia' ,! ENDWALL Lod. %�'nLL LINEDESCR- p 'cc A-307 BOLTS �i it " SITE- - <l 1�/?T !hA DOOR J�bt6 LD-,?rj LC eOMP!i SCALE riOrrE rOvC-COS `1 r DOOR JAMB TO EAVE STRUT 10 £r.ov;A!,L COLUMN BtSE DETAIL 1) DOOR JAMB UGE DETAIL 12 P.O.- ✓UAL/�l/ TAPE MASTIC „ �ti?„.F. -rkiM r{fib!` v..;cL 2:t2 GUTTER ,STRAP GABLE TRI. / %K11 2 X 3/ST.S. d PANEL ROOF PANEL �#12z1 I" S1SLt.D�18,ROOF (►-6� O.C.) 6 `• •' NSIDE CLOSUR b,'Ur 4ALL Pt, rj E L S.D.S: _ • INSIDE l-. �1l 2GOF 12x I'sDs itvStOE ccus�a£ iC�'0Gi �5?-10 1 sa-,o -j 3 �� t ROOF PANEL #12x /4 , v 1z x �' scs _ Fc 29 CLOSURE EAVE 12x l "S.D.S, TRIM—' EAVE STRUT. ( STS i + Izx /4`s.rs lTvp) OUTSIDE '12x /4 Fc-2% �7.s *--- #12x3/4" ' EAVE STRUT OUTSIDE (I'- I." o.c..) — — — �TYO) — — CLOSUR — - - — — i (-PURLIN r9im L. —OUTSIDE CLOSURE tS.T.S. (1- 0 O.C.) �j- GUTTER / CLOSURE _� S ; � � _ EAVE TRIM �- - PURLIN 4 S ��,,u Fkarvtic ?AF-rEP, i BACK TO BACKr'rC- �� ` 4 ENDWALL ENDWALL 11 Mani FkatnE RAFTER RI.G't6fL WALL PANEL #12x3/4`1 I 1 scFr 7 PANEL i ' STS TRIM C fR- ) J• (I-0 O.C.) I . �i�0-D" " EAVE TRIM SECTION I GUTTER SYSTEtit SECTION 2 - TRIM SECTION 3 GABLE TRIM SECTION 4 GABLE TRIM SECTION 5 . /`,4'ALL PANEL jai TRIM JA,WB TRIM WALL PANEL TEEL LINE „ #12x 1 , � 12xIJ i BASE ANGLE (✓`?A-10) I " - #12x1 S.D.S. - - SIDEI�YALL -PANEL S. D. S. (I'-6"O.0 .) S. D.S. (I� 6`0.C.) i.. 12 x /4 ° DOOR 'JAM DOOR JAMB - �� 4t 12 x r FOWEP .,DRIVEN FAS E-JNERS I c 3 w r' -;�'l�• 1 I w z S.T.S. d— tl7ul., �� ass S.D.S. I-6 O.C. �� ( ) #12xI 1 (1'-6"O.c.) F- —�.— -v - V� ,� I V ILL �,ti 6 I WALL PA NCEL u1 S.D.S. HEADER I • °• � - ' CORNER ENDWALL TRIM PANEL <3/11 �- 12x3/4��-�� � HEADER TRIM INSIDE CLOStURE >�I BASE* TRtM (S..fi:-1O) S.T.S.( I'-6" O.C.) - INSIDE CLOSURE FOUNDATION (�/2'12x�� 5TS.(l-6 O.C.} FRAMING CLOSURE TYPICAL CORNER DETAIL DOOR JAMB (6" 0. C. PANEL) - 7 DOOR JAMB (I�-0"*O.�C.PANEL) 8 HEADER TRIM 9 BASE SHEETING'ANGLE _ 10 ROOF PANEL EAVE TRIM - ROOF PANEL EAVE TRIM• RIDGE CAP �� PEAK BOX � I GABLE TRIM GABLE (TRIM : I .; , GABLE TRIM n4� WEDGCCR STEEL (GABLE cvsr- S9/.urEN ���✓7r� c eta- P.GJ• END CAP FALL PANEL GABLE END CAP rRo�-4t,A 4 �'vr�l t �i✓c `rr_�p.6-1 CORNER TRIM DEscR- SEt i cK,- s l I c- Lorf7Po -r Al A LD- SO LL5ON-SV SCALE- ►+OHE Dv�c_�>G oF'3 PEAK BOX 11 CORNER TRIM 12 nE7AiL i3-` P.O.- DS71-7 { LC<♦TE a.•r1 DRILL 4,1 w fRAurMD ,+1 s.G I I I � . FRAw• � T---j .�p` � • E ] R TRru .I uC... � PANELS -.'PANELS-.' ­M:N:Cw Jiwa \ 1 ;`•' ` I wINOCw' OPEVn.G ... r I I _ .. _NCHCRS^a ECUit W1N^QW OETAIL_ ,.I I I • •- � MNLt:w CPEN:Nc eb.S - i I PANEL . BASE ANGLE i� I - HEADER ,... •_ THRESHOLD IS,..^ rail PaHEL/�..1 SCLRFC RILLIH VENT Rtu REOILIHG COLLAR 4rl. VENT SILL /FRauINC CLOSURE VENT BASE ANGLE USE'SCLF-TaPPIHc SCRExS 10 �.: ( i " LOLVER INSTALLATION /// /y� P<nEL ----�FRiuiHe CLCS✓PE (/ / 'Ll • I•. loon ..,e ie. US �.... CICSU.-.r e1_ - ■ O ....c ie cn 1 SCIf D9 LLIHc S.RE xS 1E of 1 11 L II COI VvN DOOR rai.•r...`7HRCSHOLD OR ECVaE 1 C :cRY VENT E Il2 ,\ w<L < DOOR RIDCC CAP - _TE \` WHEN MOVc4c DOOR 00 SO IN 014E FOOT. N R M- N A PER XAMP I -I ''-10 ..'-107 FIELDCVTCIRCVLAR..DLL .+' 3Y — .L/. I E TS 5 E E LE 0 2 r' _ - •- •' � /? C E � C . � .-UST .+1 ... 9L.I:DEI v NT KPROJECT- a(jALlTY pF INTAL Ls710N Yl AlC %7/VC Q � E c s DESCR- SEA A CK SITE— NESTl�GR7 /+,A Steel BCIIiCi1[ig SYSf2R1S La LL 9,CMP141SCALE -rDNE (DWG 6P7[)`qt E.4= E 4S1 /ua-XN A%`EPI JE • DILWCR, CO-01000 6 7R 1' . 0 . D $ i / (n y C -1cli S�C� 83C1 (3.OS85 83C14 "i I �' 3.884y C?Tri l'aDTi I 8.000013.0000 8.0000 3.00 00 LI? 0.1500 0.7500 8AD? 0.125010.059010.898314.1540 0.1250 TNYS 0'.0750 ARIA `!BAR 1.1415 4.0504 IXEc 8.5666 ll.3147 SX 1 2,0622 2,7934 �X 1 }.184710.885511.!... 3.1799 �, X3..:, I �'� 0.8969 1.4236 15 1._5 I 1.5812 SLY ) RY 0 1 J 0.5311 1.1114 0,5072 0.0010 0.6769 1.1167 0.7003 0.0021 C',' 1 13.5551I15.2343 17.2691 FL-4T IX L 9.1154 15,2?OS�lI.5428 93C13 4.7614 9.0000 3.0000 0.8750 0.1250 0.0850 1.3993 4.5003 17.3260 3.8495 3.5194 0.8819I1.71OS12.009!�0.836! 1.1250 0.7136`0.0034 27.3e50 15,4619 17.3312 79 J25. 93C16 3C14 8756 ).259319.000013.0000I0.'750010.125010.059010.9 4.139fi 9.0000 9.0000 3.0000 3.0000 0.8750 0.7500 0.1250 0.1250 0.1050 0.0750 1.7267 4.5000 518 4.6624 1.2165 4.5533 21.3078 11.20$2 14.7843 4.7351 2.4040 3.247Q 3.5129 3.5253 3.520Dl0.84391-1.4750 0.89122.1825 0.8365 1.1631 2.4489I1.03491.12430.150210.005333.009216.4447 1.3984 1:,7584 0.5376I1.1020I0.57'-3'0.001lIl1,S'.18 0.6044 1.I I 0.Sb0!IO.CQ23'22.3375}t6.2205115.0735 21.3073 16.2343`!1.9035 3A-10, 3ASE SPEEET1715 ANGLE. 2 1/2" X 2 1/2" X 15 GA. f(GALY,) PSA-10. PURLIN BRIX ING ANGLE, 1" X 1" X 16 GA. (GALV� ) SA-10, SHEETING ANGLE, 2 7/16" X 5 11/16" X 16 GA. (G;ALY.) F3-13-50, FLANGE BRACE, I I/Z" X 1 1/2" X 14 GA. FB-51-74, FLANGE BRACE, 3" X 3" X 14 GA. EBP-i, EAVE STRUT BACKING PLATE (FLANGE) 2 1/2" X 6",YX 11 GA.' EBP-2, EAYE STRUT BACKING PLATE (WE-3) Z 1/2" X 6" X lfl GA, C2C-2, CABEE BRACE CLIP, 6" X 4 3/4" X 5/16% D'C-I, DOOR S WINDC14 JAMB CLIP, 2 7/15" X 6" X 7 GA, HEADER CLIP, Z" X 2 7/16" X 14 GA. JC 3 DOOR JA"8 CLIP, 6" X 6 X 7 GA. JC 9 DOOR JAY$ CLIP, 6" X 6 1/2" X 7 GA. tS ' WEB BRACING CLIP, 3 1/2 X 3 1/2" X 11 GA. HC 2 N,rl,10ER CLIP, 5" X 2 7/16" X 14 GA. 88 2. BACKUP PLATE, 6" X 6" X 7 GA. CBC-I, CABLE BRACE CLIP, 2 1/Z" X 4 3/4" X 5/16". - FC-4,_GIRT CLIP, 2 1/2" X 6 1/4" X 7 GA. Z - SEC.' luri FC S, GNRT CLI?, 2 1/2" X 5 1/4" X 7 Ga. FC-5, GIRT CLIP, 2 1/2" X 6 1/4" X 7 GA. S=CTION 1+T/cT TkiXNS 0.0590 DUTH 6.SOOG FLNCZ 2.k100 AREA 0.1229 SX IXcFF RIC SY IY t.4287 4.6874I2.5658,0.357011.0237 RY 1.1900 Q 0.6911 LI? 0.1500 Cri IXY ,LT I .gHItI I IXFL +2.8619I1.6421 12.2530'25.3SS21 4.7591 1. b.5216 2.4600 I 5 14841. 1.906•I 6.17702.5644 0.496I 01 ' 02.2583112.5241`21.06501 6.1770 5I 6:5Z14I 3.1962 0. 6 2.5000 0.939 " 9216 3.0353 0,0590 I 9.0000 2.7200 I 0.9070 2.3081�10.'5780 3.4689I0.4353I1.3757 1.2315I0.575! 0.8!00 69.2441 2.7921 15.7730I21.2968=!0.9143 12.8728I3.5138I0.6C05I2.0924 1.3907I0.5982I0.8.100�83.9443'3.8514 16.0765123.1572I13.3582 9Z15 3.6816 0.0673 9.0000 3.0000 1.0819I2.1981 0. 00002.7500'1.15383.078713.854013.465110.5.671.7 6 II�0 1.2407 O.b542 0.8100 92.360! I3.5799 15.3841"23.7288I13.8540 l �'- 9Z14 3.9261 1.3955 3.7059I1b,67o6 3.4569�0.6b12 2.i28o 1.2351'0.6937 0.8100'11L1175I4.2999�15.3351125.2725116.6766 9Z13 4.1486 0.0910 4.0000�2.7500 PAN L SECTION PROPERTIES SECTION Pa P,RTNES - PANEL FY Fb THKS WT GIRTH Ixx Sxx Ixx Sxx Lxx Sxx IN4 IN3 IN4 IN3 1N4 IN3 GAUGE KSI KSI INCH PS F INCH TOP FLAT IN BOTTOM FLAT IN BOTTOM FLAT IN CG.PRESSION,STRESS COMPRESSION, STRESS COMPRESSION, DEFL. N R 180 ( 35 .019 .896I 41.56 0.0,87 0.0401 0.0334 0.0383 0.0351 0.0396 `26 'a'?CH 160' 36 .019 .6G5 4156 0.0199 0.0344 0.026 0.0398T .02E 0.0398 26 FC-7, GIRT CLIP, 3 1/4" X 2 1/2" X 7 GA. FC-25, GIRT CLIP, 3 1/4" X 2 1/2" X 7 GA. FC-27, 6 1/2"Z STUB PURLIN CLIP, 6 1/2"Z X 9" X 16 GPA. FC-23, 9"Z STL'S PURLIN CLIP, 9"Z X 9" X 16 GA. FC-50, BASE CLIP, 3 1/4" X 3 1/4" X 1/4". FC-51, GIRT CLIP, 8" X 2 1/2" X 7 GA. FC-52, SHEETING CLIP, 3" X 3" X 16 GA. FC-53, GIRT CLIP, 8" X 2 1/2" X 7 GA. FC 5 SHEETING CLIP, 9 3/4" X 6" X 16 GA. FC 55, COLUMN CLIP 5" X 4" X 7 GA. FC 56, COLUMN CLIP, 5 X 4" X 7 GA. FC-57. COLUX; CLIP, 3" X 4" X 7 GA. FC-53, COLUMN CLIP, 3" X 4" X 7 GA. FC-59, COLUMN CLIP, 6 1/4' X 4" X 7 GA. FC-60, RAFTER CLIP, 3" X VARIES X 7 GA. FC-61, RAFTER CLIP, 3" X 12 3/4" X 7 GA. FC-62, RAFTER CLIP, 5" X VARIES X 7 GA. FC-63, RAFTER CLIP, 5" X 5 3/4" X 7 GA. FC-64, RAFTER CLIP, VARIES X VARIES X 7 GA. FC-65, EAVE STRUT CLIP, 6 1/4" X VARIES X 7 GA. FC-66, EAVE STRUT CLIP, 6 1/4" X VARIES X 7 GA. FC-67, SAVE STRUT CLIP, 8 1/2" X 6 1/2" X 7 GA., FC-68, EAVE STRUT CLIP, 8 3/4- X 6 1/4" X 7 GA. LEGEND FC-69, EAVE STRUT CLIP, 2 3/4" X VARIES X 7 GA. FC-70, EAVE STRUT CLIP, 2 3/4" X VARIES X 7 GA. FC-71. BASE CLIP. 3 1/4" X 3 1/4" X 1/4". GIRT CLIP. 11" x 2 1/2" x 7 GA. (C)M/F COLUMNFC-72, FC-73, COLUMN CLIP, 3" X VARIES X 7 GA. (RB)RAFTER BEAM FC-74, COLUMN CLIP, 3" X VARIES X 7 GA.- FC-75, GIRT CLIP, 3 1/4" x 2 1/2" x 7 GA. (CC)CORNER COLUMN FC-76, GIRL CLIP, 3 1/4" X 2 1/2" X 7 GA. (ER) ENDI'IALLRAFTER FC-77, SHEETING CLIP, 3" X 3" X 16 GA. FC-78, SASE CLIP, 3 1/4" X 3 1/4" X 1/4% (EC)ENDdA.LL COLUMN FC-79, BASE CLIP. 3 1/4" X 3 1/4' X 1/4". (DJ)DOOR JAMB FC-81. INTERMEDIATE CONNECTION PLATE. 6" X 52314"„XX77 GA... (DHDO)OR HEADER FC-82, INTERMEDIATE CONNECTION PLATE, 6" X 5 3/4" X 77 GA. FC-83, DOOR JAMB CLI? 5" X 4" X 7 GA. (G)GIRT FC-54, DOOR I, 3 CLIP 2 1/2" X 6 1/4" X 7 G.A. ( P ) PURLL I N FC-25, DOOR JA11.3 CLIP, 2 1/2" X 6 1/4" X 7 GA. FC-86, DOOR JAM,3 CLIP, 2 1/2" X 6 1/4 X 7 G,. (ES) EAVE STRUT FC-87, ANTI -ROLL CLIP, 5 1/4" X 5 3/4" X 1/4". F CABLE BRACING '//� FC-83. ANTI -ROLL CLIP, 5 1/4" X s 3/4" X 1/4". (RCB )ROOFC-89,-ANTI-P,OLL CLIP, 5 1/4" X 5 3/4" X 1/4" 4 44TT (SCB)SIDEIIALL CABLE BRACING 5/it, FC-92, CABLE BRACE CLIP, 4" X 1" X 3/18" Fc-9D. ANTI -POLL CLIP, s 1/4' xs 3/c" x 1/4" (ECB)END!•IALL CABLE BRACING FC-91, CABLE BRACE CLIP, 4" X 6" X 38. 1T, 11 FC-93, CLIP, 6 1E X 3" X 7 FC-94, CABLE BRACE CLIP, 6 25/1/16" X 2 11/16" X 7 GA., 188�� 1.25 1.625 3-3125', -7 12„ 1 1 1212 ' 11/2 T 3TT 14 GA. 21/2 16 G9. I" L16GA. 3" 16 GA. 36 L14G,8-1,I 3TI 21/Z iIs 511A6" HIGH -RIB PANEL w ,�, 1 FLANGE BRACES BASE ANGLE PURLIN ANGLE SHEETING ANGLE f-.75 05 1.125�� FY=501000 PSI FY=351000PS( FY=35,000PSI FY=35,000PSI 4�C7 WEDGCOR STEIEL. 12 vu 12�� 36 ARCHITECTURAL PANEL CUSI--5 h,Vp /V �l✓i�t.L% G sr - 'o.'v PROJECT-4UAL77 X 4 -14-9-9 DE'SCR- St ,QP / CK- LD-_5) •-NONF- D--G P.G.- D57/1-1 _,IZ,t;.•S, r:�;r.snow � '\ ACCESSORIES S&i Ct,'t' (STS) .. PCOFG l COLOR GA�� ✓S .. 0 j1`-E;"1' 611 -{t'-6 V WALL SHEETIi{G 2t GA COLOR B��E �12cI"Se'cCrilSngstraw TRIM COLOR i T T T -� -T -T T (SDS) T _ _ PART I T I0,1 �N:: T I'(G GA CCLOR LJ �l J ;L GA COLOR • • iwt Q —r S 1'LiGrii 3 X 5'-3" FiJ: CL:SS �X0.12xI"ScLFORIL! NG SKYLICHT 3 X 3'-6'•y" FiCERGLASS - SC.:RrW (SDS) ! c T f SKYLIGHT 3 X 11'-4" FIBERGLASS ill SELF TAPPING A s Cy [PAT SYYLIGHT 3 X.I7'-l" FIGERGLASS E1.— CR l S �r S ISSKYLIGHTr FASTEN=R SP;�CI,VG FOR ARChI t �i`IEE AT lY;`LL " _ -T-r- - � - 3 X lb -Q (ARCH) FIS...GCASS W."LKE&OR 3570 ti/'a3C.1.4iE r ! 3 ?. i t'ALKOC1_12 6070 :,/::,;,:Ct•!AR� NOT`: Self Drilling Screw patterns R and B at right ROOF & tiY l l I PRI1M - RY FaSTE� I"� S�:`C;:GAT must be fo]1o',,ed exactly as RiGGE CAP EAVE STRUT,SHEETI,tiG ;�NGL` E, g;�S` A,'�'GLE ONLY. �D l�" c.ylrE GUTT=3 40`oC0111" c?OWS 4 LCC.4T CAS; - . Shown to avoid running short. (When insulating bet;,een the j sheeting and red iron, l }:IO,a /y-F� hEIGal /4"o purchase additional screws B r from factory and follow. _ SPr^.CI1'G AT 1;�ITERti1`JITE G1ft T S 5 ;;IJiH hEiGriT ri7Dr✓ r0 iPU ASt ViFlFY �/� � pattern Aonly.'- For your. -_ convenience ,please advise �'1OT:; 'r:_IGaT LedcCor of the thickness WIDTH F.cIG T _ of insulation you will be VIDT using - 4" or more requires -X-EIGHT longer screws.)- S°�C' �-' t Ir,0. ',' c ,-� 1 S .�G >~ r ,�TE..11--�lr..1 � . l✓::L,�_ 86 -D' S►Div�r1LL �at��Fy w! Sa frt (o� r - .. - 1 � ROOF SHEET ; TAPE mASTVC `TS ROOF SHEET WALL 5NEE I , `---- =- 1 % T .4 P MAS T I C ---------r �=� ON r O o F ONLY � - Is i PU RL 41Y ROOF SHEETING Eh0 LA PS fa00F SHEETING ELAPS WALL SNE E71N G END LAPr LUST-S-7AllD Al eeVIXAC7 1�Y-(j.t✓. ' PROJECT-C,rvAUIY —9-7 D VW tL ru( 0£SCR- SfE AIS l 4' K- SIIE_ c✓E:fPr-7 /MA L!)- 2 J/r►Pi1 SC�IE t O:F uCG1�9 �j P.o. D57/ (off 40 NO, t r e 011 IU t 9. AA F i