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DE5CIRIFTION ANAN ALMUGzHfRA5l ONS WAWGARr,00R 110--o x 27�-& CLEAR W (6) 18'.1 X 27-& Llr-. NO. 5-41310 LEAV55 (J�GA/p5R/p�VA41TE) 4 4.5LUE TRtM EXF. —Feb. 2007 UNITED 5TRXTURE5 OF AMER V2 5USCHON(a POUSTON, TX 7103'� Erect atsel with piece marks corresponding to location of IpTece mar�,e on erectlon drawl�ee. Erect and plumb lba�& prooresalvel� to Insure overall LUICIth brol Isnoth Is maIrtalned. [SSUE REV,DE6ORIFTIGN DATE DESCRIPTION: ERECTION PLAN f=1 FER�11T r-UeTOMEIR: 67. LUCIE'66TRUCTURE6 USA L.00ATION; F-T- F`IERCE, FL 5UYER NO, TAXIWAY DEVELOPMENT UNITED STRUCTURES OF AMERICA, INC, DRAU)ING BY DATE 1 By 1512 M� �"TOR MXA6 7 S 03 Dc &/2 =ATr —1 1. 281-"2-W41 JOB 0 3302'RiA SOALE URAL I E2 Of= 156 UE N.TgI5 ELEVATION 'a LINE 2) c (4) ELEVATION e- LINE 1C)", t-141N 5LZ)GJ (5�) r;,4f5LE waxio j P.TB. 4 12" ENE) M EA END Wax 4-V H.TB� Ly I" KNIFE IE EA, EN:) *FLE:,,45E vERjFy OR PROVIDE DIMEN51ON RETURNED APPROVAL 4 51-r. 4 ELEVAT-10N LINE ''Y'' I (TYI-.) TYF waxto 4-j"' W,TJ5. ul Y' END T EA, END WaXIO 4-4"0 W.TM. 4 J" KNIFE M EA. ENE) (TYR) Lu n4 -r2 0 � 1=�- 0 =I== a �, I � (-2-) 4 V- (v 4 ELEVATiON LINE CENTER IN BAYAND �IELD ATTACH WITH (2) MEMBER 5CREW5 AT 5'-0 ON CENTER. Lr I NEFED GIRT L I GHTER GAUGE U)4LL GIRT HEAVIER GAUGE 5E(:;TICN "A" (OZ22)= 2 12GA GIRT6 (OZ23)= 1 12GA GIFT 4 1 13GA SIR (&Z24)= I 12GA GIRT 4 1 14GA ali;R (aZ2F,)= I 12GA GIRT 4 1 15G.4 GIPT W26)= I 12GA GIRT 4 1 i(vGA GIRT :z a c CL Z LL, ILL w w z w IS) i I Ok w un z Q ��M, \\\\A IL v Lu � Z IS) r w Z J) (Y a: 0 too W wui Q) z -i ILL 1 d W z z 13 LL W g2 I) w 0 ZOX LL w 3131, 1 ; 209% T 30'-Z OUT/CL-41'1. STEEL ELE\,/4TloN a LjNZ-�1311 LE�=T r=NF,)W,4LL 12 J -M lf� Lq 'i 5HEETING 'a) LINE '31' LEF-7 ENDLU,4LL nN T A2ER AIER �IER 4Z43 AZ44 AZ44 AZ44 AZ44 AZ43 > 4Z43 AZ44 4Z44 AZ44\,, AZ44 AZ43 Ow AZ44 5z AZ44 AZ43 AZ44 AZ43 AZ45 AZ44 AZ44 �Zo 4Z45 AZ43 AH \ \ / AZ43 AZ44 AZ44 ------------ AZ3B AZ43 q Az3a Ane Ans AZ40 AZ40 AZ3,z AZ41 I W 12V-0 NOTF=i FIELED CUT FANEL5 46 IRrEQUIRED ELEv4TICN a LINE T' FIELD 6LOT GIRT6 .46 REQUIPED FOR BRAZING LEFT ENI;)WALL SHEETING ,'z LINE 71 LEFT ENlDUJ4LL RI-TION MATE r)E5CIRIf=,TioN: ERECTION PLAN Uo 5,0 k( CU5TOMER: 6T. LUcIES 6TRUCTURE5 LOCATION: F-T- lIERC;EFL 5UYER NO.: TAXIUJAY E)EVELOf-MENT a UJIOX12 WIOX12 11 I M 4-W"' x q G;Af- fp q I" fE 11 x DETAIL 115111E(o DETAIL [AVEro DETAIL NOTEI FIELD CUT FANFI-5 AS REaUIRED T DETAIL "5"/E5 T T ----------- ------------ ----------- T z 2 z z z --z ----------- 17 CH III ACH2 CH Of -EN OPEN OPEN )R HANGAR DOOR LEAVE6) (FOR HANGAR DOOR) (FOR HANGAR DOOR LEAVE,4 V-4 IT-S V-4 W-6 E�-EV,4710N a LINE 'T' RiG�J ENDWALL 12 TI- -'! TI! --� 7z-� 4 �j 7ING a LINF= 7'' S,-lGrH7 ENDWALL (M,41N BLDGJ CU5TOMER NO-,=E� fREf=ERENCF- ST AUANIG(5) F '4LUI IONS SECTIONS. C I ANAN ALMUr;;HRAf51 L C, NO. 54c310 f= EXF, reb. 2001 L4 DE6CRIPTION, ERECTION PLAN CUSTOMEIR: ST. LUCIE'S STRUCTURES LOCATION: F-T. FIERCEFL 5UTER NO,: T4)<IUJAT 0F=VF=LoPMF=NT a 12 4--Ot -114' 15,-Ob T W-01 4'- t W-0t 41-ot 4'-vj 4'.oj 4'.01 4'-oj 4--oll W-0 3--o 31-0 3 0 3.-o 31.31 i'-4� 3'-46 W-ot 4'-01 3'-41, 3'-31 3-.0 3'-o 3--0 V-0 3--ol 3'7'-212 2 2 1 L MN PAN L EL N r44 5 PI PAN L (4) V" 2" A325 50L 6 (4) V"' 2" A325 BOLTS IN 5 N 5 N 6 NJ 4 5 N4 8 N4 a 61, CAP 111) (V CAP FE) N IN FS s 7 N JS N4 5 m �4 3 1 1 L 1 10 35 38 II80XJ2 It -1 I 1� I,"' x 2�'- A32b BOLTS (6) V'- x 21," A325 ISOLT5 I in 4 1 1 CONINECTION P) (J" CONNECTION R) I Cl , I A" A325 BOLTS/ 4& 4r, x 2 �4) 1 x 11 A325 BOLTS ------- (V CONNECTION M) �4) 11" A32�, BOLTS (11, CONNECTION R) —04) IV' x 3" A.125 BOLTS (14) Ili"' x 3" A325 BOLTS el" CONNECTION FE) m (V CONNECTION M) (111 CONNECTION fE) APB- AFE- w IL j Q, 42 42 9L w w x x w AF5- NOTE FLANGE BRACE6 ARE LOCATED ONE SIDE OF FRAME ONLY-(UNLIESS NOTED) 2 rl (L 'V W5XIC (TYf'.)—/ —UOXIO (TYP.) FIN. FLOOR Oil A j j L= 1 16 ail. 110-5� CLEAR 120'-C 0/0 STEEL -�-10555ECTION LNE (o 1$$UE RV.V�IDESCRIPTION DATE DEeCRIPT10% ERECTION PLAN I ANAN ALMILIGLIRA51 — 6/21 L IC r 1=1 PERMIT CU5TOMER: 5T. LUCIE'S 5TRUCTURE5 IC. NO. 5490 -- P �o EXF. Felp. 20 LOCATION: FT. PIERGEFL D sTr IBUYER NO.: TAXIWAY DEVELOPMENT ?�UNITED STRUCTURES Or AMERICA IV2 Bu8CHONG, UNITED STRUCTURES OF AMERICA, INC. DR4U)ING By ---FDATE CHEr-< BY DATE I �401.15TON, TX 7103S ma � �TOR M� 17035 251-�2-W41 JOB SCALE DRALUING ISSUE EL-- 1 -.1 -33029A I N.T.S. E13 OF I P1 G) eTEEL LiNE- 5TIFFF=NER fl� (N5 $ r-5) T7yf=TczT_T SHEET ANGLE 54 -1 --\ 5TIFFENER e (j) WALL PANEL­ 5PEET ANGLE-- 'P5RI' PoOF PANEL Lu (y <t A 0 1 A r- 0 0 > �'+/ b X A LJIOxl2 W/ Y' CONN. f=LATE x 0 MAIN RAFTER (4) 34"" x 2" 4325 5CLT6 Lu/ V CONN. FL.4TE 4 WALL PANEL— 4 4 IV 5C45 f� ON 5EAM '2"" ALL THREAD FOD, 5TIFF-, t NUT IP EACH ENE) F TO BE UeED FOR ERECTION PURPOSES ONLY, NOT SUPPORT. J" 5TIrr-ENER fl� [_(4)W" x 21,4325 2 DEFTH I JiDOUBLE WASHERS I tv EA. END. ut < DHol GUIDE BEAMS wj(_ W5xIo (4)1 x li A325 0 0 Waxio SUPPORT BEAMS CLIP - SOFFIT PANEL ro�o x '15f-0 <CKFER ----------- AFTER FINAL ADJUSTMENT DHOI SOFFIT PANEL NOT SHOWN FOR CLARITY WE E SIC )E 0 INS 016TATOM 4)—V I�AB215 (!OF 7ALIGI 'L" BOTTOM Nls;l"Pil)�l WELD'WC; TO WELDING To� 1 8 AFTER FINAL ADJUSTVIENT ADJUSTNIEN r -T 8_3 PETAIL t'Atl/Eb rl��FIELD FINAL ADJUSTMENT. WELD AFTER IELD E MI IL T ADJUSTMENT �6'FTE'J'NAL MIN. WELD=�6" FILLff-T _x4". N:WWELD- F 4 4- 4 "4. 4 �5TEEL LINE 11-2 11-2 1-2 ISSUE IREV. PESORIFV� ANAN ALMLIGI-4R,451 Fj pERt-11T 11-2 LIC. NO. 54'�)IO eEFECTION T�4f;;�J k4ANG;45� [DOOfP, &�-&TE�l 51-10 41-5 'P5R` ROOF PANEL —STEEL LINE I FURLIN - - - - - - - - - - - - - - - - - - - - 2" ALL THREAD ROD, NUT e, E,4c;1-4 ENID TO BE USED FOR ERECTiON PURF06ES ONLY, NOT 5UT=PORT. SOFFIT PANEL GUIDE BEAMS waxio O'-lc , ol-,B 11-2 11- 41-a N INTEF,�-IEDI —STEEL LINE 2 1'- 2 2 ATE eUFF0FT DESCRIPTION: ERECTION PLAN CUSTOMER: &T, LUcIE'5 STRUCTURES LOCATION: FT, PIERCE, FL 5UYER NO.: TAXIWAY DEVELOPMENT r---------------------- DETAIL DET,41L F-)ET,41L 11211 L-------- -- -------------------------------- - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - -- - - ;-7 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DP=T,41L 11211 ---------- L------------------------------ --- I ----------------------------------- 7 DOOR LE,4F- L XIE) - ------------------------------------ 1--)COR LE,4F- L---------------------------------- j E)00fR LE,4F- --------------------------------- ---------------------------------- -------------------------------------------------- x1a'-1 ------------------------- 2 2 2 2 2 2 L 20 1-0� lal-4 la'-4 101-4 j COVER TR)r't,? 0 Q E T-A I L `2 4" 1049ENIN34'- CLE4R all CAIRT5 0:11-2) NErOPRENE FLAT BAR �xl"-FM-4 �ZTEG 5CREW to 1211 O.C. QET41L 11311 fDMI AND fDM2- TRIAL FIT WITH I)COR5 IN FULL GL05EE) N :AfR ID00f;;�� LEAP L4��rOUT RA I'N F2ULL TiRI L FIT WIT4[ A AN[) TH�N I IF I A 'IT 'IT' 00 ND THEN IN PULL OPEN P051TION. D R D WELD ANGLES TO VERTICAL DOOR LEAP �A A A ELD DETE (�HANNEL5 ATA FIELD DETERMINED ELEYATION. 15E 5URE TO WELD ANG�31-E6 IN FULL CONTACT F05ITION. f=�I-I -4X3X12X01=ro (ro) F;�E-0'[) (FM- 2) (F11-2) Ft-1-2 -4X1�X112X0'=& (12) FREO'D DRAG ANGLE FLAT 5ARW`-FM- 4 RAG AWjLE RAG ANGLI r FT F1-1-4 �=L,4T 5,4�R �xl` ((o) REOT-) _I GIRT Fo— 0 �-20 TEK 5 5CRE io 1211 O.C. NEOPRENE 13" WIDE (Q 0 Y FANEL IDET,41L 11111 'ANAN 4LMUG4R,451 LIS, NO. E�4jlo EXPI FIglo, 2001 ISSUE REv. Dr�8CRIFTION DATE DE5CRIFTicN: EREcTION PLAN GUeTOMER: eT, LUGIF='5 &TRUCTURE5 LO r_,4-rloN: FT, FIERCE, FL -- 1=1 FERI-111 6/21 NITED STRUCTURE$ OF AMERICA U UNITED 6 1V2 5USCHONG �4OUSTON, TX UNITrP 5TIRUC-rURE-5 OF AMERICA, INC. nu ms.� 5U-T-EfR NO.: TAXIWA-r- IDEVEL.Cf-MEN1 DR,4WI y I N� < E3Y JOB 3302'BA SCALE 1DRAWNG 17' cr C4 x I I FIN. FLOOR la I - I ,�TQP RQLLER GUIDE ASSY (TYP) X/E 12 waxI0 PIPE INSERT 3 F2"-O->< 0300 PIPE SLEEVE ----------------------- 1OZ12 1OZ12 X 1OZ12 /lOZ12 4�`, 2'-% — — — — — — — — — — — — Ifil LD 5� N x X (q X x x 4, C.10 QIOX1153 _'r --= ----- r ---------- ---------------- TOP Or- 100 ASC:E RAIL WHEEL ASSY. 2'- 0 2'-0 HAN3,41;P, DQO� LE4F F&EE E13 r-OfR �4UFRFRIC,4N & � UfR A 'Hof;R 4 CANE 5OLT I �0' NCHOR 4 CANE 5OLT ItO. FASTEN NEOPRENE AND TRIM TOGE THEIR, THEN FASTEN THAT 0 Top ASSEMBLY TO TO OF PANEL AS SHOWN. Out5ide Glow 9) Member 5crew5 Z x At 121, On center FE 4 X 2'2 X rO \.-NEOPRENE BETWEEN TRIM VY POP RIVETS @ l'-O CTRS. FLAT 5TRAF5 14"X2-4a,4 A (2) 5CREWS EACH END 4 ONE 'a) EACH r3lfRT ECTICN ''X''E2 G �AF5 le TO FLUM5 FLAT 5TRAF& le TO FLUM5 H 4 SOUARE T�-IE DOOR LEAVE5 fF=fRlOfR TO INSTALLING LEAVE&. CANE 5OLT 1141, fROC) 00 412 IDETAL T/E12 5�4F-ETING PANGER IDOOR FIN, FLOOR C;IJ5TO�lEfR FIELE� NOTE: C CANE E50LTS �1�5T f5E fz)iROFEf;FL�- 5T 5E E 5OLT5 E ENGAGED TO F=��EVENT D005� '4(3E� To FfRE E Z� OV �IOVE�IENT OR IDE-R,41U�IENT E�IENT O� �E � f;;�' 41 Ll I 14LL� IN � G U CrEFEC1,4L.L.'r IN �41GL� UJINE) CONDITIONS. I$SUE REv. PESCRIF�NCN DATI ANAN ALNUGHRA51 -- I-I Fr=IRMIT LIC. NO� 5,41B10 EXI=. Eolp, 2001 cv UNITED 9Tf;Wr-TUfM9 OF AMERICA IV2 51.16CHON3 �40,18TON, TX 1103S r-)E6CRIFTioN: ERECTION PLAN CU5TOMER: ST. LUCIE'S STRUCTURES L0C;,4TZ)N; FT- FIERGE, FL 5UYER NO.: TAXIWAY DEVELOPMENT INITED 5TRUCTUfRE6 OFAMIERIC4, INC. DRAWING 5Y DATE CHECK Dc; 1 (0/20/06,1 Joe - 5CALE DIR14lull, 3302CJ14 1 WT� I 'r='l 2 or 1,412 1 1' LOOSE ANCHOR CLIF HOLE (X&X312XV 115 j� A�CANE BOLT (2) x '432E, q HEAVEY LU,45HER,�' OUTSIDE mob- 50TTC�l OF 00 (2) VO x 2" A325 EAVET' UJ,45HER5 D/E13 ' *W4=-EL N (2) x tq HEAVEY' W45HER5 (2) VO x 2" 4325 7: ANCHOR C�If- 111 EfRECTOR NOTE U&A has jorov-iolscl a Harear Door Leaf Anchor 5�etsm. ThI5 e�5t(!�:m 'ie to anchor the door bvire hurricane force wind conditions, The, anchors are to be 'Installed while doors ar(5 in clo5cd po5lit-lor, E;)oor archoI-5 cor,5i5t of one anchor at (5ver� oottom corner of each door leaf. 4SC�40R 4SSP-lFLY LOOSE 4NC-1-40R CLIP (AK.>x3I2xl') (2) VO x A325 4 HEAVEY W451-4EFRS (2) �"O x 2" 4325 (ALL THREAD) u4 HEAVET- J)45HER5 W HEAvEY WA&HER& /E 13 12 12 1 411 r'LCOF ANC�-IOR 2 C EMBED ( ) (P5� FLOOR ANCHOR T55x4xjLY (2) 1," X21, FIELF,) NOTE: \C EMBED ( ) (F WELDED eTJPS T65x4xl�q (2) 2"' X�'� W�4EN T�4E DOOR 4NC�-40R IS NOT IN USE, ATTAC44 NOTE E DOO -44C OSE 4N CNN IL �4' 1 L E WELDED STUDS T�-IE LOOSE 4NC�40R GLIF 4S SL�OWN TO T�-�E FLOOF� 4NC��OF� DET411L DCOR 5ILL (,-I�ANNEL. N5TALL A325 5OLT5 TO (2) It" �41=-X NUTS F-1`15FI�) 4ANC�;HOI`P, TH15 WILL KEEI= THE DOOF, ,4NCHOfR F=,4��JLT' 4�-,0F55115LE FOf;-,) N5T,4LL,4Tl0N �E �' T (Tc`)�= VIEW) W�4EN T�4F= WE,4T�4Ei�R IS T�41`RE,4TENING. E CT, C:;-'- E LOOSE ANCHOR CLIP I 11 2 1'� 1'2 1'2 I I H4NGAR DOOR LEAF 1'2 OUTSIDE — I LC05E ANCHOR CLIF - - - - - - - (2) VO x .4325 FIN FLOOR (X& 312XJ� >' (2) %"0 x A325 FIN�FLfR HEAVE�' WASHERS 4 HEAVEY WASHERS C-4NE BOLT 134 -j ROD 4 t FLOOR 4NQ40fR (2) VO x 2" A325 ANC�40fR CLIF NOT IN UeE F=NL.,4fRG;EMENT 4 4- J4 �4EAvEY WASHERS 5EE 5ECTION5 44 A4' 4 EAVEY U)A&�4ERS FLOOR ANCPOR 4,. C, r=t-15FD (F-5) 'j. 4 a - 7 / U ":. �. IL j\ 4 /TSE>x4x3aL4 (2)12 10 x2" WELDED &TUD5 - FIN FLOOR 4- 4 11 4. > �- I �'� 4--. V, Ik-- 1 (2)l"P NUTS 14 40 FIFE 1> f=LCOR ANCHOR C EMBED (F5) T55x4xP (2)'2"9 x. 5 E C,; T, 'E) /E 13 ao# F�41 WELDED STUD6 ANCL40S, CLIF N51ALLE12 �41(2i�4 LUINr:) CONDITIONS (2) "' HEX NUTS FIURLIN (5'r J.5AJ [0 00 P�1111 'All, of .nd hop.,divare Is Ict; others. (2) SCImE� 12 X 14 ODS OR M4 x 1, 5T5 CLIP "LE 5OLT5, Wo*13-eK IETC_ 15� 0,11WER6 � r1Ax V Ax IF hPlas in flange. of P�Vre is tr.t.,a strirIenta I to the mernber. An II WhIch are loclud� In tha pvlln J."Sn losP#, are to be atta'Lld bll connsictIm d1rectiq to the web onl�. pleld MoclIfIcatict - Warning Per. Cover sheet LI paragraph 2.11 12" 12 it 1211 ROOF PANEL Atiach To Eavis Strut Jth pop Rivets At Y-0 On Center �11 211 111 211 INSIDE CLOSURE Inside Closure 411 member 5crews At 6" On Center ,14 VA o 12" oc� EAVE TRIM - (ET05) IM ilill "A' MEMDE U29E—WOCAT _IQN Detall "A" Stitch Scrawls (ALL MEM5ER5 EXCEPTA� �QTE FLAT TRIM MATERIAL At 611 on Center ROOF Flat 1211 1211 1211 (FIELD FIT) Panel cap Tri I Meber Screws LEAN-TO OR CANOPY (MK-ET02) l' At 121, On Center PY 21f lit 2 V 21il 7 21 1 1 21111 RAFTER (SHAPE VARIES) -54 SEE DUr A 521 11 Gutter (MK Eave Strut `RF` MAIN RARER 4 Stitch Out5lds ClOmure, screws At 241, On center Wall Fannel MMER KKE-W—LOCATLON Detaf1l "All WALL PANEL— LF�AK PURLIN, EAVE 6T&T, ANI�D LAF15) "RF" MAIN COLUMN LOW EAVE DETAIL WITH EAVE GUTTER S,titch acrea At Continuous Tape 666sr (61-EETED 51DEWALL 10' On Center STEEL LINE I —=L ., Is"it'll?t5tandard) 15Y - FRAMED Extended Log on ==�L 11 "FDR, Panel NOTEI-- DETAIL It All 6CREW FATTERK6 5HOUN, C,ATIC�:Y` III _ckn "'00' "'rut" Member Screws Roof Panel ROD REQUIREMENT5 FOR ROOF Fla . CAI 1. not Conntsoton thro,,eh thet conI thr..sah the an=l. flange 16 not acceptaPis Nang. F, not aocaiptabid THE U54 FBR MU5T NOT BE ATTACHED TO THE ATTACHI-IENT OF ale Cortirutous Tape War &U5p`rNr)Er> ITEMS 21, 4'(t) 2iIIX3A Stardarolf 5TRUT ZEE. AN'� ADDED (EY OTHER$) PAVOptjoral) urlIn P vlln ROOF FDURLIN5 FOR EDGE 'd on Order) (Not Be �Mlfled L 3TRIPPING REQUIREMENT5 5ECTION TWFU PE IN PANEL E LAP5 MU6T BE ATTACHED ol/ "P5R" PANEL RC)OF TO THAT MEMBER. Cacle Brace 1401sIde Wasinsr Er fcli all, Bit Flat Wainer Eave 5trut,, 6" Zee 5trut Strut PvIlm Diaphraigm(5ZI) Plex Nut Build In (IF Required) Building Wb of Frame All 9� Purlin 5trut Strut T-unin \'V Trul T� "I (If Req fred) ulre (4 to CABLE BRACE CL23 TO FRAME DETAIL Frame Frame NOTE: Use A Backup Plate Under Tins Hillside Washer (10) ll�( 14'' 1151 For Gold Pam Members. LOW EAVE 5TRdT CONNECTION CONNECTION AT MAINI WITH CL23 5T FFENER PLATE Per. Roof Pla —Field Drill Frame 0 a 01 4 &A3 51j, 8" Zee Strut Eave 0 11 ERECTOg Nn; (Field Attach) DlaphraigirI 5truto Additional— (4) Bolts Req'd d 0 0 11 Fir, .15rc. (if Rsq'd.) 0 C Of Frame Eave Strut I Strut Purilln fJ. Cross Section PURLIN LAPS Member Frame (a Wis. Add 2 additional per filing, brc.) Membelr screw$ 0 5crews , i�:� CL23 `lPCTICN" A" (AS E+N) Puriln Member 5crew INTERMEDIATE 5TRUT PUKIN CONNECTION (AT DIAPIr4RAGM �43`3,�F x I" A3 Machine Bolt -'� outside Range /,Or Col, 61EC�IQN (OFF. HND.) Olt LOW EAVE 6TnT 01JELIN C04NECTI (AT DIAPHRAGM (2) Screws f3etweem 5ase (ALL MEMLE9 Member And 1'-3 I� Girt Strip aua� 2'of (1) Screw trween All mal pow be 6 Other Me F back the v4I fack's. Tuck olnmr And (1) 5crs� At All Insulation In the Member Loc0tlanil.. n raceso I�mg' 2t[tCh Screws L7 ent w DETAIL 11 511 IL IP5fRII or ''S" PANEL WALL F Bass Deal to �Cft Creep Dames LEAN-TO AND/QR CANOPY TIE-IN (0 MAIN 5UILDING EAVE LIE164T) UlCUT 5OFFIT T 0 0 ECT, "All-11411 - r=_oeCtor tio�nNate �2� U)w you m,. a iny-pas, condition where _qfrts share a cost you must First use a flat hasci bolt to attach One girt to the clip. Round head polls cannot be uaad in this condition. it must be flat head bolt in ordar to be flush This will iflow the arecw to handle onsgirt to make, the fInal lap. This makes srsctl� shil and saW The ronakling connection bolus need to be the standard A307 machine lbolt& Girt-\. Cc r Column Iss Field 5 or-Ic '4 Girt 3 0 Q ,I) IS) 0 0 Endwa I I sidawall Steel Line Girt l'-2 End Frame Eroluua I I GI rt o ol Io ol Additional Flaree Hot Rolled Corner 15r3os (If rs2'd) C'oIUmn(MK-EWC_) fRef: Cross 5elotion 5heetlre Clip Plar� 3e ra �613') (MK-CLS) 'Is Re C� In P-rams eTdewall 6tssSI--'\ 10 interior Column Line (one) Plathead Sidewaill Girt� I ! � End Rafter 5alt Per "o t Fer Enaltuall bteel Line -/- 4 -t,o r Corner-Mor Corner) k0T ROLLED CORNIER COLUMN 10 10 0 0 0 10 C 0 0 10 5idelluall En6wall Girt _0 0 �(Glrt LaE As fRli,� d) Eri H Girt ro_�_ -lot Rolled Enduuall Bid time Cold Form Endultall 5 - Cc,1umn(MK-rWl__) &teel Line (1) 12"0 430'1 501tS r_o1umn(MK-ECF_)-1/ 0_0 Endwall Girt 4 (One) Flathead '1 1430 .1 501t Endwall Girt- If C� 0-i - J, Z)Z) (2) '1 A325 uy Wa5here per Ping, 5rc. Endwall Steel Line -L4] End Rafter INTER10FR COLAM—N Erdwall 5teal Linoit End Rafter ('81) Lone La 4 1-401' ROLLE E _L r—CLUMN COL-D FORM ENDWALL CL)LUMN (LONG GIRT CLIf! CONDITION) 9 POP Rivet I La 2" (Tp) Caulk And Pop Rivet -Ro r &tml Lim > �i / Gutter `TP) Stitch Sams 'At 12' On > Rake TrIm Carter IMth Continuous Tape ,oss (W.R701) Sealant Unds Trim a Roof Pawl E)ownepout Minber Sams e6hwt�io Ar�le Down5pout 5trap "All Stitch Sams Field Balid Gutter At 12' On Carta "P13R" Panel Outside Closure PER" PANEL WALL Tabs Into Dowispout t- Downspout ! VII)OP PO W11 panel Furk Eejorl poX5poUT 51PAP ATTACWENT pop Rivet Gutter 5trap NK-5GOO RAKE DIETAIL WIN At 4'-0" on ceder For EW1 5titch 5aew 2=E1I-TQ-W-T1R2-TAL ter FC' El�'l ItIt' 101 si.EETE12 ENDWALL At 3'-0" on Center For EGO2 Pop Rivet Gutter Gutter Eave 6trut (MK-EG--) Downspout 5tra Field Cut Gutter with X" Pattern Pop R[Vet� Girt 6plice (If (WII Panel Downsolou (11K-D�--) Jamb Pop Rivet$ At 1 12" On Center �- Jamb Trim Wall Panel (MK-D.101) ( 1013R," Panel ) JAM13 DETAIL FoR FRAM) —OPENING5 Wall Panel For Rivets At Member 6crews 12" Or Center At 12" On Center Head Trim (MK-E)401) �w der HEADER DETAIL FOR FRAMED OPENING5 Fil"Isn"d Floor D.6. li�ickcut (Install W/2 Pop��Rlvlts M �351des 7 Cornbination Base Trim L And Angle l201 DOWN5POUT DETAIL AT �&M--WALL 0.5. VRAP QUANTn I EAVE I-Ek--HT Ty -!2�ANTL -ZO 2 161-0 2 2 —29,-y — 25'-0 3 UA-L PAWL Pop Rivet5 At 1211 On 'Center rEMBER 6CRE* /—FOP RIVET& 0 24'0/0 0 12a N CKER DOOR I-EAD TRIM COVER TRIM (DI.101) _4FADEUEAL FOR E&4ME2—QFENING5 Pop RlVet5 At 5ill Trim 5ill C ""Ve �� 2411 On Center ' ente Jamb Cover Trim L Pop Rivet$ At ' et 12 " On Center Member Screuir>' At 12" On Center Jamb Trim Wall flarel Wall Panel (MK-DJOI) ( 'FIBR" Panel ) JAMB PETAI FOS FRAMED 0