The URL can be used to link to this page

Home My WebLink About6816 GALL 1 2 3 STEEL LINE MAIN BLDG OF FRAME o � ST££L LINEY I I I I Q I ILL , ----- --------- :1: ____ 1/ I Y14 I o 2 T22 Ir-x�s)INGI D40-0 Ole / z I /O / o a t� / N !S-fl 04 \\\ l�J o I I N I/ I 2D FIEU� r�rr-f MAIN BLDG. STEEL LINE / I To r fQrc,+ O — 1 _ to�► l' O i� I • /7 W�t`{ �� O -- � OF FRAME W / y �1�E�•(�, �,,��i Q a I I I j I 4 1 i Y14 / I N I I F1ELO Dif-1. I I to I�larcfa r , ,% 1 EXI57l'J4 a I I+ / — 1 / P / i Of" FRAM£ / I I / STEEL. C I NE / ° B14 / N CONTRACTOfls OR OWNERS ALL VIORK SHALL COMPLY WITH j • ALL OF YOUR SUET-00NTRAG1OAS PREVAILING CODES. STANDARD / -� MUST BE REGISTERED WITH CITY, BUILDING. PLUMBING, MECHANICAL COLUMN ANCHOR AND H..G�C.BOOTS 3140 A,VCHOR o BOLTS JR EQUIVALENT / , 4 I ExPAVSION BOLT. • • ¢ PROJECTION 2 1/2 0'-4 --. --__ • • LL + DL HL + DL + -- - - EXISTING FRAJME ^ , 1 }�� -DArE(� FIELD OPENING DIMENSION +4' PROVED PRINT REQUIRED iU�LDINGUEPT. A�' ��`J [1 ==--3 DIMENSION ON JOB SITE 17,2 t7.2 B.B 18.8 FO _FRAMED OPENING ANCHORS EXISTING 2 40'-O our/our STEEL LEAN-T0 k£A1CT ONS LIVE LOAD- 12/20 PSF. HIND LOAD 110 MPH FRAME REACTIONS AT LINES 2 TO 3 BASE COL. ANCHOR BOLT LOCATIONS ANCHOR BOLT GENERAL NOTES DATE NO. REVISIONS BY CK'D L -___ BASE DL COL LL HLL DETAIL SIZE GRSD LINEISI FRAME LINE IS) QTY. DIA. PROJ. 1. ALL ANCHOR BOLTS. NUTS. HASHERS. AND OTHER EMBEDDED ITEMS �.�j•B3 1 , EV/f,v✓A�L foL, SPACInlC� �� UILDIN�`y , y�ry�� a� INC., SHALL A5 FURNISHED BY OTHERS. G 2 2�� __ SPACI� _____ ____._., 72 5 ' / � 7 HA S.38J.89 21.38 -38.0 B14 10 X 13 A 2 d 3 8 1 114 2 112 \v/ COLUMBUS. GEORGIA VTA 4.22 0.63 15.07 -28.6 __ _ - 4X -�#r 2. ALL CONCRETE HC'RK. INCLUDING DESIGN. IS NOT BY PASCOE 1j.23'� 3 ✓=ANA k! I'. 1 1L - _ BUILO'iNC SYSTEMS INC. HA HE^ H£ 5.38 - .83 21.38 33.21 T22 9X9 8 K 2 d 3 4 314 2 112 4 DA _ 5/3/88 OHO. TITLE ANCHOR BOLT SETTING PLAN 3. ALL AINCHOR BOLTS SHALL PROJECT FROM THE SAME CONCRETE GRAPHICS TB BUILDER AXIS CONSTRUCTION 4 YE 4.22 0.63 15.07 -22.6 Y14 10 x 13 N yr 7i ELEVATION UNLESS NOTED OTHERWISE ON THIS ANCHOR BOLT PLAN. S VAI VE 4. TH£FOUNDATION SHALL BE SQUARE AND LEVEL. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH CRAFTER CUSTCHER UNITY LANES I� S. ANCHOR BoLr DESIGN IS BASED ON STEEL TO STEEL BEA.RINS TENSION STANDARD ERECTION INSTRUCTIONS WHERE APP)ICAB!E. CHECKER -jry LOCATION ZEPHYRHI!LS, FLA. FALL REACTIONS ARE IN KIRS) AND SHEAR. IT IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER TO THIS DRAWING IS NOT TO SCALE UNLESS NOTED. NEGATIVE SIGNS INDICATE INSURE THAT REACTIONS ARE PROPERLY TRANSFERRED TO THE CONCRETE. DIMENSIONS SHALL GOVERN. 00 hOT SCALE. S'NEEi CF S JOB NO. C19649 9 6 4 9 eWc. No. F—1 OPPOSITE DIRECTION CF REACTIONS Io MAY 24 88 1/20 X 1 1/4 HI-TEN BOLTS DEPTH 8 D£P rH A F-' ANCHOR BOLT S£E CONNECTION CHART EIELOW FOR Bois SIZE d OUAYrIrIES BOLTS - SEE ,i �i CON,VECTIDN CHART " m " 8£L OH FOR SIZE d i QUANTITY WDETAIL IS TYPICAL. 4 a� DETAIL IS TYPICAL. THE SHAPE AND THE THE SHAPE AND THE NUMBER OF BOLTS MAY VARY. BOLTS - SEE NUMBER OF BOLTS MAY VARY, p£p�p CONNECTION CHART DEPTH A L. • DETAIL IS TYPICAL. BELOW FOR SIZE d THE SHAPE AND THE QUANTITY NUMBE,7 OF BOLTS MAY VARY. DETAIL n DETAIL DETAIL r 6 X .219 .164 6 X .250 6 X •2!9 ---- AT RIDGE U.F 6 X ,375 0 I.F a `* 0 r N � v � J �► 7012 @LI1�EA w �Olb4� @ L1rJE = n ¢ o W 112'-8i CLEARANCE 0 i o in a N N co h m N 0 NOTE? --T GIRTS AT LINE A ONLY. 4005 7o i 14� � R) 118 -71 OUT/OUT FRAME LINES ti'r. x ' 120'-0 OUT/OUT STEEL LINES CROSS SECTION AT LINES 2 AND 3 DETAIL DEPTH A DEPTH B BOLT OrY BOL r SIZE DATE NO. REVISIONS BY CK'D A 1'-0 1/2 4 1 1/40 ANCHOR BOLT PA3V Ct IE BUILDING £JYSTEFLfi ,-, INC. B 2'-11 1/2 2'-11 5/9 22 3/40 X 2 H.T.B. -- \/ COLUMBUS. GEOP,GIR C I'-11 15/16 12 3/40 X 2 H.T.B. 3 4 DATE 5/9/88 DHG. TITLE FRAME CROSS SECTION s GR.APHtCS TB BUILDER AXIS CONSTRUCTION THIS CRANING IS TO BE USED IN CONJUNCTION HITH DRAFTER CUSTOMER UNITY LANES STANDARD ERECTION INSTRUCTIONS WHERE APPLICABLE. CHECKER LOCATION ZEPHYRHILLS FLA. THIS DRANING IS NOT TO SCALE UNLESS NOTED. DIMENSIONS SHALL GOVERN. DO NOT SCALE. S EST '/ OF JOB NO. C19649 DHG. NO. S-1 - - - - -- - MAY 248 EAVESTRUT 1/20 X 1 1/4 HI-TEN BOLT DETAIL IS TYPICAL. THE SHAPE AND THE NUMBER OF BOLTS MAY VARY. 4. SIDE £XT'N ORAFTER *RIGID BOLTS - 5£E CONNECTION CHART x BELOH FOR SIZE d BOLTS - SE£ W QUANTITY CONNECTION CHART p BELOW FOR SIZE A ii QUANTITY �� OETRIL IS TYPICAL. ii THE SHAPE AND THE S + DETAIL IS TYPICAL. NUMBER OF BOLTS MAY VARY. FRAME THE SHAPE A.ND THE NUMBER OF BOLTS MAY VARY. D£PrH A BOLTS DEPTH A CONNECIrION CHART BELCH FOR SIZE d QUANTIITY DETAIL ❑ DETAIL p DETAIL 5 X •219 5 X .219 C O.F 12 NEB i I.F 1 2 7o32�j hfr I W 30'-0� CLEARANCE or (c r]!O3 fV) ul Ln X H 0 A 30'-0 our/O✓r STEEL LINES 30'-9 1/4 OUT/OUT FRAME LINES g CROSS SECTION AT LINES 2 AND 3 DETAIL DEPTH A DEPTH B BOLT OTY BOLT SIZE DATE ND. REVISIONS BY CK'D PASCQE ®UIW!NQ SYSTEMS, INC. A 0'-8 2 3/44 ANCHOR BOLT 2 /7 B 0'-8 0'-8 2 3/40 X 1 1/2 N.T.B. �/ 3 COLUMBUS. GEORGIA C 0'-8 2 3/40 X 1 1/2 H.T.B. 4 DATE 5/9/88 DHC. TITLE FRAME CROSS SECTION 5 GRAPHICS TB BUILDER AXIS CONSTRUCTION DRAFTER / CUSTOMER UNITY LANES THIS DRAHINr IS TO BE USED IN CONJUNCTION NITH ZEPHYRHILLS FLA. STANDARD ERECTION INSTRUCTIONS 'HHERE APPLICABLE. CHECKER R1 . LOCATION THIS DRAHING IS NOT TO SCALE UNLESS NOTED. DIMENSIONS SHALL GO':ERN. DO NOT SCALE. SHEET OF Joe No. C19649 D+C. NO. S-1 A MAY 24 1988 12 12 C D E F G H K B _. 43�sa (7yp) f r l I 1 1 1 Z Z 1 L 550002 x I.- v W 439261 ¢.3�i25 - \ ______________________ ______________________ ___ - - 10'-0 20'-0 20'-0 20'-0 20 -0 ( 20' 0 10 -0 120'-0 30'-0 SIDE EXTENSION ENDWALL ELEVATION Ar LINE 3 E,JDv.1A L L Ol i eT 5PAG I r�.I Cy To L M IIJEc eY �lLDE,2, nloTE Q coLtjt,4 _J ATTAC/-1 MEnIT - b To 2/Cgl/> E,JDF2AME is Fay /3LJILD2. ONLY DATE NO. REVISIONS BY CK'D I PAS OE BU11_O1NCC SY TEF AS, INC. 2 T;: 3 v COLUMBUS, GEORGIA 4 DATE 5/9/88 DwG. TITLE ENDWALL ELEVATIONS S GRAPHICS TB BUILDER AXIS CONSTRUCTION THIS DRAWING IS TO BE USED IN CONJUNCTION WITH DRAFTER CUSTOMER UNITY LANES STANDARD ERECTION INSTRUCTIONS WHERE APPLICABLE. CHECKER LOCRTION ZEPH'YRHILL.S FLA . THIS DRAWING IS NOT TO SCALE UNLESS NOTED. DIMENSIONS SH.RL L GCVERN. DO NOT SCALE. SHEET 4 OF S JOB HO. C19549 To. NO. S-2 �'� MAY 2 41988 2 9 !2I RON$ OF SAG ANGLES PER SAY l01�/¢9 lnloo24 Y 2�Bo7 I � I I W In O 6 I I y b I 7 � t t F O I I o I 1 I I i o I N i I I o I __ __ __UL1F 11 ( W N I I W q ti I I t � I J /=o m EXt5T FP�lME . F q4 . o F' �BOA Ni'i'✓ P ~ W 2�80�• i-� � I I — II � ul I — i I I I i nIG� O 1 � eA�7 E2 FC2 C L l P, N I I SEcrlotil i 1 I I I 1 5.3 W NOTE O I i I EXISTING BUILDING TO PROVIDE N / I I I ROOF BRACING FOR NEN ADDITION. o24y ^ ^ DATE NO. REVISIONS BY CK'0 0- - - ____ - / / 0�0/4� ± i i oZ49 z PASCOEF ABUILVINU 5YSTEFU a, INC. COLUMBUS, SEORBIR EXISTING FRAME EXIST. BLDG. q DATE 5/9/88 DHG. TITLE RDOF FRAMING PLAN STEEL LINE GRAPHICS TB BUILDER AXIS CONSTRUCTION DRAFTER I F_*,.� CusTOMER !JN I T Y L R NES THIS DR.AIHINS IS TO BE USED IN CONJUNCTION HITH STANDARD ERECTION INSTRUCTIONS HHERE APPLICABLE.T CHECKED r-; r? LOCATION ZEPHYRHILLS FLA. 40'-O OJT TO OUT STEEL LINE HIS OP.A'HING IS NOT TO SCALE WLESS NOTED. DIMENSIONS SHALL GOVERN. DO NOT SCALE. SHEET CF ✓ JO8 No. C19649 OHG. ND. S3 r�� MAY 2 41988 EP P Co22 ) 2224 C L P 600449 CLIP (FiEw 11Tr4Gfl w CoaOl4� 11 SS To EX/SI, Col_.)___ /` T (FIEc.,D .4TTAeN) 07/ Q25 43920 , 2o•-O !8�/o I'-2 40'-O OUT / OUT STEEL LINE SIDEWALL FRAMING ELEVATION K _(2) P66. Or' FLAT STOcIG 4 4q z 3 -ro .8E o >F/E� A-S ?2A x151-rI o,J T2 I -i F2o,,4 ti,J 'v l lb C/6Y/'JCS k/A LL PAI'J L. // // 7 7 ?4JeL nlorE D 0Ar ELEv/. A - LIAJE 3 ATTAC 4 EnJcWJALL. 1l2T5 TO S/I�EV✓4LL Gil 215 /F @ SAME LE UATIOnl. /F' AT D!>=FE2F_ �!i ELEVA7?o, JS LOSE GLiP / o/4? � FIELD CLIP 7 ' (sc44 ,4rrAc,-! 4 ,fJ FIELD A7TA-GN 7o E,C157 20/ 1-9 m NOTE! BRA BUIL DDITIO FOR r0 AD 4320 7/� XRLL BRACING FOR NEX ATiDN. I'-z 18-to ?o' o 40'-O OUT / our STEEL LINE SIDEWALL FRAMING ELEVATION A r DATE NO. REVISIONS BY CK'D ' PA FJ�.J E f3UIL DING SY 3TEME3, INC. 2 - V COLUMBUS, GEORGIA 4 DATE 5/9/88 ONG. TITLE SIDEWALL ELEVATIONS GRAPHICS TB BUILDER AXIS CONSTRUCTION THIS DRR:NIND. IS TO BE USED IN CONJUNCTION WITH DRAFTER L6 CUSTGNER UNITY LANES STANDARD ERECTION INSTRUCTIONS HHERE RPPLIC.ABU_E. CHECKER 22 LOCATION ZEPHYRHILLS FLA . THIS DRAWING IS NOT TO SCRUB UNLESS NOTED. DIMENSIONS SHALL COYERN. D0 ND' SCALE. ONEET OF 3 JOB No. C19649 Ds+G. NO. S-4 ifl MAY 2 41988 hi �1aa� �1�89 PoP RIVET 5/32A RIVET (3) PER PANEL FLAT & CUTTER SUPPORT?�2G✓� ROOF PANEL l GurTE SrJPsher TD 8E J1 l era-e- et o✓cue ,gaol= Ps1,.1t✓G, x/5/9 8�WE8 MASTtG START ERECTION.I X1151 I £AVE TRIM 12�C 1 S.D. 8151 W712 o o 91031 12 X 3/4 P.PT TAPE SEALANT 4vO. 1c'�I �, B 1'-O o.c, @ COUTTEIL Sc1vPt,2t /2 X I 4 6.0. �^ //l4 PA��L 4&24°° FLASHING ROOF PAL PANEL CLIP (6) ✓r/ `N 015/-7 TAPE SEALANT NOT R£Q'D RAKE ANGLE GUTTER RAKE TRIM 4'3D J MALLPA.VEL STEP I S TEP 2 L NVTE: � EG j/O ----- I 5 5 C� _ 12 X 1 1/4 S.D. PANEL CLIPS NOT REQUIRED B 2'-0 D.C.O.C, AT STARTING RIO ENOING RIBS / EreCHRLL PANEL. • I - L /oT� 0 PAnJEL, f LIP or 2EQb. EASES, 2s 7 P4rJEl. vI�GTi01J sus . OF RIDGE FIELD CUT PANEL AS Q'O. RE �v RIDGE TRIM CLIPS SUPPLIED FOR ROOF SLOPES GREATER THAN 1/4:12. FIELD CUT CLIPS AS REQUIRED AND • INSTALL BETNEEN PANELS MI TN TAPE SEALANT. • 8S u7 u7 �dTTE,�I �T21,� RIDGE DETAIL 5SO3I I (rY�� BOTTOM PANEL TOP FLANGE TO BE NOTCHED G AT LAP 25�7 PAn.lEL -5 II 1 - 81519 7a'v✓ES fr/,y.. mil` i4 SD. < 91031 Nor£: HAND-CRIMP LONER BATTEN PANEL CLIP TOOLS AND EQUIPMENT FOR THE APPLICATION OF THE PS-18/20 ROOF SYSTEM AT LAP BEFORE INSTALLING NOT REQ'D UPPER BATTEN. 1. Electric screw gun(such as Black& Decker #940 or Rockwell#722) (2500 RPM unless noted) LAP AT PURL IN CQ with magnetic heads 5/16"hex socket with shank,AND EQUI?FED TO ?"EVENT OVERDRIVING. 0 ` 2. Two nylon chokers. 3. One right hand tin snips and left hand tin snips. 20!01 PAr✓E[ C} 4. Vice grip clarips with a 1"x 1"x 1/8"c 6"angle welded to both jaws. (You need one vice grip at each end of PS-20 panels and at 5'-O"o/c between ends. You must calculate by F/ELD 60-A/D �J105� dividing the 1≥ngth of the sheet by five and adding one. o1/g(L ,e/D 3' CLIP - FASTEN TO ROOF SUPPORT NIT" (11 / c/S S W/12as,D 5. Electrical power supply should be 110V circuit with 14 amps at motor and 12-3 electrical cord EXCEPT AT PANEL LAPS AND for power to run seaming machine. ENDS. ITHE NC.FOLLOWING LIST OF TOOLS AND EQUIPMENT ARE FURNISHED BY PASCOE BUILDING SYSTEMS /,1org V 1. Hand crimper 8/47/ kO(2) PC 5. OF r`LA7' 5 TOO. 4S0/49 SUPPORT 2. Roof seaming machine,electrically powered. poo✓/o&i Tp 1:35 FIELD P4OID1/FIED A5 HAND-CRIMP BATTEN EQUIPMENT AND TOOLS ABOVE MAY BE PURCHASED FROM PASCOE BUILDING SYSTEMS,INC. IF 2s'-i P.PJ L AT EACH CLIP DESIRED T2AN51T/DA� -rRit-9 F2c:1� nl�v✓ To CLIP DETAIL NOTES: E>C15T 11�-/Ci 2C'dF pAnJF_:L, A. See arch,prints for all information not on this set or drawings. SEAL W/8/517 Tf4P' 13. Dimensions are for reference only. C. Details are for design purposes,angle and application will vary. D. Details are typical where conditions are similar. F 7 ,1Era I.J r4LLA1 CJ —a 5 3 / Z L L'. Seami ig machine can not be used at energy dome,hand crimp only. 6cG,1LJ�rJ S F. The metal rcof deck is a freely moving system and provides no lateral support for the top I+ +I rl it +I flange of zee or cee purlins,(or top chord of bar joist) 25 11 /lam �/Anlc G. Panel lengths must be verified before production scheduling. PS-20 F-= r 4 2 4 2 _ 4 2 I H. A vapor barrier must be provided between all wood and metal panels or metal trim. '1 I. Due to steel mill tolerances, this product is subject to"oil canning"(slight waviness). This situation will not be accepted as cause for field rejection. FASTENER LAYOUT AT EAVES AND LAPS J. Pascoe Building Systems,Inc.ASSUMES NO RESPONSIBILITY FOR THE STRAIGHTNESS OF THE PANELS SHOULD THE SUBSTRUCTURE UNDERPN_ATH THE PANELS BE UNEVEN. L7oF PA_l_ Co!cr? Yo 8� �VALV.4UIt/�. DATE N0. REVISIONS BY CK'D t\..•....•______.__.1 � _ /� I /44S+` 7E �3UIL-OING 3YW7'EM 3, INC. 2 COLUM8U5. CEORCIR iiiiIiii-4 DATE DWG. TITLE eeCF P4IJ5L LA-,,oar 7tTA/L≤ s CRAPHIcs BUILDER AkS C,0 JSr 1Jcno,. ( THIS GRAHINC IS TO BE USED IN CDNJUDTiON WITH DRAFTER f() CUSTOMER JA//r-( L4JE6 STANDARD ERECTION INSTRUCTIONS HHER1 APPLICIBLE. CHECKER LOCATION Z�Pr1E, 4/LLS FLA THIS DRAWING IS NOT TO SCALE UNLESS NOTED. DIMENSIONS SHALL GOVERN. DO NOT SCALE. SHEET 7 OF joe No. /P� DHC. NO. .5'.j ---- --- V1fAY 24 1988 Jar PURLIN 1/2 0 X 11/4 PURLIN 1/2/X 11/4 HI-TEN BOLTS Hi-TEN BOLTS -- -- T RAKE A.NGL E 1/2 OX 11/4 P LNSI HI-TEN BOLTS ENOMALL STEEL RIGID COL U!94 NE FRAME END MAL GIRT ENO HALL 81/ COLUMN DE L VIEW SECTION W INTERMEDIATE ENDWALL COLUMN B C D i ENONAL ENOHALL STEEL--''�� COLUMN LINE 1 COLUMN I ' 9589 56 1/2/X 11/4 HI-TEN BOLTS 1/2 0 X 11/4 CL I C t FSl Hl-TEN BOLTS 2T - /4 0 .L 3/4 0 ANCHOR BOLTS Ir ( ? ANCHOR BOLTS 81/4 6 DE TA VIEW SECT ION V INTERMEDIATE ENDWALL COLUMN BASE H.4 T, 0IAL. J 0009,! To BE FIELQ LOCATED (4) 9&70 CLIP ( ) 23428 . JAMo - 7'4 () CLIP ( 44204 T11�1 8'-28 C- J - 6'4 x 7)2 FB. ORAF: lr)Jc7 (2� 44289 PJ6E,eT 8'278 c-9 _ (1) 44- o rg1M (2,P) 7'O e- (1) 95001 3°7Q FP Done (1) 95002 3°17° F2. PKe. (2) 44203 22114 7104 C-9 .� 7 i.'/4LK fxo2 (2) 44238 N 7 7'-034 C-9 (() 4419S DOIP 3�(a C-9 _______________ K L IM J RIDGE SAO ANGLE NUT ROD Sc E CL® STYL INE FRAME).EB COLUMN ,—BASE TRIM 43�20 ROO SHOE: XRS-1 FOR XA 4 XB BRACIN2 r }� A X.RS-? FOR XC BRACIN L }j 1j4 O CONC. FASTENER XRS-3 FOR XD 4 XE BRACIM: I I FASTENER T 4'-0 MAX. a.c. HASHER: STD.?2 0 MASHER FOR XA BRACING PURLIN (NOT BY PASCO£) STD.5/8/HASHER FOR XB BRACING SIDEHALL EAVESTRUT 9691 PLATE HASHER FOR XC :?RACING GIRT FIELD BEND TABS 969 PLATE HASHER FOR XD BRACING 9693 PLATE HASHER FOR X£BRACING ALL DIAGONAL BRACE CABLE SHALL BE FABRICATED FROM GALVANIZED 7 HIRE STRAND EXTRA HIGH STRENGTH GRADE SIDEWALL GIRT N SAG ANGLES P R BASE TRIM DETAIL S BRACE DETAIL T FLANGE STAY (FOR FLANGE STAY _________2____________ NUMBERS CODE NUMBERS 4 LOCATIONS -I SEE DR.9MINO S-1) RIGID FRAME 1 RIGID FRAME \ COLUMN 4 h COLUMN LAP PURLIN SIDEHALL I I X .06 Q SIDEHALL GIRT FLANG STAYS .A \ GIRT ENDNAL L GIRT N \ JENOFRAME_ (.eE•U56 T)u ) p ti I _ ANGES TA Y FI 4 1 CODMBERSAGLSCArIONS SEE DRA RAFTE COLUMN S BEAM CORNER GIRT ND LL IRT SIDEWALL GIRT ( T/Of T2tc Golf-Y I E/✓ af2r U�J�5 uP v✓� ti/En/ 5/ J ) (/ SIMPLE SPAN PURLIN CONNECTION V ALI. PANELS FOR THE HALL SYSTEM SHALL BE DATE N0. REVISIONS BY CK'D I� GENERAL NOTES 26 CAGE PP-4 PASCOE HALL PANELS. �\ 1. ALL BOLTS SHALL BE 1/2 INCH DIAMETER X 1 1/4 INCH 4. ALL LIGHT GAGE STEEL SHALL BE FABRICATED FROM STEEL I LONG HIGH TENSILE BOLTS UNLESS NOTED OTHERWISE, HAVING A MINIMUM YIELD STRESS OF 55.000 PSI, FRAMING FASTENERS SHALL BE 12 X 1 1/4 S.D. PA OE BU/LLT/N� Y�"TE tom-', INC 2 COLUMBUS. GEORGI.R 2. ALL HIGH TENSILE BOLTS AND NUTS SHALL CONFORM.TC 5. ALL FLANGE MATERIALS FOR BUILT UP SECTIONS SHALL HAVE SIDE LAP F/ISTEN£.RS SHALL 8E 12 X 3/4 P.PT 3 ASTN A329 AND SHALL 8E PLATED. A MINIMUM YIELD STRESS OF 55,000 PSI. THE HALL FINISH SHALL BE �QKlD5T0fJ E 6,F16 E 3. USE TURN-OF-THE-NUT METHOD TO TIGHTEN HIGH TENSILE 6. ALL HEB MATERIAL FOR 3UILT UP SECTIONS SHALL HAVE TRIM FINISH SHALL BE C4�jy'c J E,ZoZE 4 DATE S/9/8B CNC. TITLE SECTIONS-DETAILS BOLTS. (REFER TO ERECTION BROCHURE FOR PROPER A MINIMUM YIELD STRESS OF 55,000 PSI. AEI-PANELS"FJ)t-TrfE-RODF"3YSTEFTS ._ 5 GRAPHICS TB BUILDER AXIS CONSTRUCTION PROCEDURE TO BE FOLLOW DIPP-4 HIGH TENSILE BOLTS SHALL BE TIGHTENED TO PRODUCE 7. ALL AUTOMATIC HEEDING SHALL 8£ DONE 9Y THE SHIELDED '26__GAGE rENL PASCOE ROOF PANELS. DRAFTER CUSTOMER UNITY L A NE.S A MINIMUM TENSION LOAD OF: - ARC PROCESS AND BY QUALIFIED WELDERS ACCORDING TO ,AWS. FRAMING FASTENE.�5_SHALL BF - ) 1/4 S. THIS DP.AdIN^+ IS TO BE USED IN CONDUCTION r1ITH - IT.000 POUNDS FOR J/2 INCH DIAMETER STANDARD ERECTION INSTRUCTIONS WHERE R?PLIC�ABLE, CHECKER R 2 LOCATION ZEPHYRHILLS FLA. 28.000 POUNDS FOR 3/4 INCH DIAMETER 8, REFER TO PASCOE BUILDING SYSTEMS ERECTION MAYJ9L FOR SIDELRP FAST 'E. SH.91L�£12 X_3/4 P.PT THIS DRAMING IS NOT TO SCALE UNLESS NOTED. 39,000 POUNDS FOR 7/3 INCH DIAMETER RECOMMENDED PROCEDURES TO ASSEMBLE AND ERECT THE hE�ROOF FINISH SHALL BE �� DiHENSIONS SHALL GOVERN. DO NOT SCALE, SHEET OF JOB N0, C13649 6 Q 9 CMG. NO. S-7 THREADS SHOULD BE LUBRICATED TO REDUCE FRICTION, RIGID FRAME. = 1 2 3 STEEL LINE MAIN BLDG OF fRAM£ ti STEEL LINE I I WJy \J I�� I 4 T22 / I �JCIS lijG_ D 4O-O O/D hfL 2/ 2 A�l7ll L-_ _J I'YY1� E Q' S y/ / I T22 I N Q I/ 1 / I 2D Fl(.U� Iii O STEELBLONE To r7ArGf► — / �X'5TItiIC� �t J I% I I • m OF FRAME '�,+I I I7 I ' D Y14 i I � Th1 o/ -To N4ArC q 1 1 I E '/5TI J i : • �� c v I I / { � OF FRAME \1 STEEL LINE OtiG\5 / N CO �FZED 814 �" ALL ' ORK SHALL COMPLY WITH 1� 1 I Mvs PREVAILING CODES. STANDARD F9 ErTi / I � BUILDING. PL WAB►Uc, MECHANIC/'�L '1� / AND_N _C 4s3:is1 COLUMN ANCHOR iZLi_. �_ .1:.. � BOLTS OR 0 BOLTSAORHEQUIVALENT B 4 I EXPANSION BOLT. I/ o }''� •c'`� I I PROJECTION 2 1/2 0' 4 •I• V�LL + OL HL + OL ( ,��t�� rrc; RIc�N�= —� Ro p P R� Std� 1_°� • r+"r 2 1 A 3 OB (�(►J FRAME I 1 O�� ✓_"------"'� �} JEXIST!NG FIELD OPENING DIMENSION +4' - i DIHENSIO'I 1 1 NtLL,�� v.: 17,2 18.9 18.8 FO E.RAMEO OPENING ANCHORS 17.2 O�- EXISTING 40'-D OUT/OUT STEEL LEAN-TO REACTIO2N5 LIVE LOAD- 12/20 PSF. HIND LOAD= 110 MPH FRAME REACTIONS RT LINES 2 TO 3 BRSE COL' ANCHOR BOLT LOCATIONS ANCHOR FOLT GENERAL NOTES DATE NO. REVISIONS BY CK'D /`- BASE — 1 pcd+ EniDnYAU L, 5P�'G/JJ(a �� OL COL LL HLL DETRIL SIZE GRID LINEISJ FRAME LINES) QTY. DIA. PROD. I 1. ALL ANCHOIR 80LTS. NUTS. HASHERS, AND OTHER EMBEDDED ITEMS �•�•B'3 •� �;'`�� ,�UIW lNG SYSTEMS, INC. -il SHALL SE FIURNISHED BY OTHERS. G�•IC•t 2 nom`✓ G,IlY ��/�!•I��i n ��i', /F�I 5.,� `' V H.9 5.38 0.89 21.38-38.0 g14 10 X J3 - - COLUMBUS. CEORGIR VA 4.22 0.63 15.07-28.6 - _ _- _ , 2. ALL CONCRETE HORK. INCLUDING DESIGN, IS NOT BY PASCOE 7•Q3+r3;� 3 F')t'iAj 2/4Ij 11-, _ I �� _ -_ BUILDING SYSTEMS INC. HA HE -5.38 -0.83 -21.39 33.21 T22 8 X 8 K 2 d 3 4 3/4 21/2 4 DATE 5/3/88 DWG, TITLE ANCHOR BOLT SETTING PLAN 3. ALL ANCHOR BOLTS SHALL PROJECT FROM THE SAME CONCRETE GRAPHICS TB BUILDER AXIS CONSTRUCTION YE 4.22 0.63 15.07 -22.6 Y14 IO x I� 2 T b 11/Y 2J2 ELEVATION UNLESS NOTED OTHERHISE CV THIS ANCHOR BOLT PLAN. 5 VA VE 4. THE FOUNDATION SHALL BE SQUARE AND LEVEL. THIS DARNING IS TO BE USED IN CONJUNCTION WITH CRAFTER / CUSTHEALOCATION UNITY LANES S. ANCHOR BOLT DESIGN IS BASED ON STEEL TO STEEL SEARING TENSION STANDARD ERECTION INSTRUCTIONS WHERE APPLICABLE. CHECKER 5!.v LOCATION ZEPH YRHILL-S, FLA (,AU_ REACTIONS ARE IN KIPS I I AND SHEAR. IT IS THE RESPONSIBILITY OF Th'E FOUNDATION DESIGNER TO THIS DRAWING IS NOT TO SCALE UNLESS NOTED. NEGATIVE S'C`IS INDICATE ( INSURE THAT REACTIONS ARE PROPERLY TRANSFERREC TO THE COVCRETE. DIMENSIONS SHALL GOVERN. DO NOT SCALE. ` SHEET t C _ JOB No. C19649 OHS No. F-1 OPPOSITE DiRECT:GN DF RERCTIONS - -- MAY 2 4 1988 1/20 X 1 1/4 HI-TEN BOLTS DEPTH B DEPTH A ANCHOR BOLT SEE CONNECTION CHART BELCH FOR BOLT SIZE d BOLTS - SEE QUANTITIES CONNNECTION CHART �' m '� BELCH FOR SIZE d i i 2 iii ti QUANTITY � W � DETAIL IS TYPICAL. .449 DETAIL IS TYPICAL. THE SHAPE A.ND THE TE£ SHAPE ANO THE NUJ''BER OF BOLTS HAY VARY. BOLTS - SEE CONNECTION CHART NUMBER OF BOLTS MAY VARY. DEPTH A DEPTH A DETAIL IS TYPICAL. BELCH FOR SIZE d THE SHAPE AND THE QUANTITY DETAIL ❑ NUMBER OF BOLTS MAY VARY. DETAIL B DETAIL r 6 X .21.9 .164 6 X .219 g X .219 164 6 X .250 219 AT RIDGE .219 12 O.F I r C 6 X .375 0 HEB o I.F o v p r J o r o ,y.o N p J O p a � W N J ?0124 A W 70144 @ l/______________ �� o w w � v 112'-9 • CLEARANCE 0 0 4003 ry N ro k N k NOTEI GIRTS AT LINE A ONLY. 4005 ro ' o i •: t; 118'-7� OUT/OUT FRAME LIN£5 iI . : 120'-0 OUT/OUT STEEL LINES OiN iLY CROSS SECTION AT LINES 2 AND 3 DETAIL DEPTH A DEPTH B BOLT OTY BOLT SIZE DATE NO. REVISIONS BY CK'D A 1'-0 1/2 4 1 1/40 ANCHOR BOLT 1 PA�SCQE BUILDING SYSTEMS, INC. B 2'-11 1/2 2'-11 5/9 22 3/40 X 2 H.T.B. 2 COLUMBUS. GEGP.GI C 1'-11 15/16 12 3/40K 2 H.T.B. --- j 9 l� V R 4 DATE 5/9/88 OHO. TITLE FRAME CROSS SEC TI SON 5 GRAPHICS TB BUILDER AXIS CONSTRUCTION THIS DRRHING IS TO BE USED IN CONJUNCTION HITH GRAFTER L5 e CUSTOMER UNITY LANES STANDARD ERECTION INSTRUCTIONS HHERE .APPLICABLE. CHECKER LOCATION ZEPHYRHILLS FLA. THIS DP.,AHING IS NOT TO SCALE UNLESS NOTE]. - DIMENSIONS SHRLL GOVERN. DO NOT SCALE. SHEET 2 OF J JOB NO. C19849 CHG. NO. S-1 - ;/yl �- MXf 2 41988 ER YES TRUT 1/24 X 1 1/4 HI-TEN BOLT DETAIL IS TYPICAL. THE SHAPE AND THE NUMBER OF BOLTS MAY VARY. SIDE £XT'N RAFTER BOLTS - SEE CONNECTIONN CHART BELCH FOR SIZE A BOLTS - S£E QUANTITY CONNECTION CHART W BELCH FOR SIZE 1 �� QUANTITY DETAIL IS TYPICAL. ! THE SHAPE AND THE 6 DETAIL IS TYPICAL. V NU.4B£R OF BOLTS MY VARY. RIGID FRAME THE SHAPE AND THE NUMBER OF BOLTS MAY VARY. I BOLTS - SEE DEPTH A DEPTH A CONNECTION CHART BELCH FOR SIZE A OUANTIfTY DETAIL p DETAIL DETAIL r s�— .135 5 X 213 12 NEB 1 1•F u - O J 30'-0# CLEARANCE 2 m N � ' cO v, x M � m ro A 30'-0 OUT/OUT STEEL LINES '-83- "' - 30'-8 1/4 OUT/DUT FRAME LINES [ � CROSS SECTION AT LINES 2 AND 3 DETAIL DEPTH A DEPTH B BOLT OTY BOLT SIZE DATE NO. REVISIONS BY z PASCOE 8UILD1NG SYSTEMS, INC. A D'-8 2 3/44 ANCHOR 30L T B 0'-8 0'-8 2 3/40 X 1 1/i H.1.3_ COLUMBUS. CECRGIR C 0'-8 2 3/40 X 1 1/2 H.T.B. _ 4 DATE 5/9/88 OWG. TITLE FRAME CROSS SECTION S GRAPHICS TB BUILDER AXIS CONSTRUCTION THIS DRAHING IS TO BE USED IN CONJUNCTION HITH DRAFTER CUSTOMER UNITY LANES STANDARD ERECTION INSTRUCTIONS HHERE RPPLTCF,5LE. CHECKER R . LOCATION ZEPHYRHILLS FLA. THIS DRRHINS IS NOT TO SCALE UNLESD NOTED. DIMENSIONS SHALL SOYERN. DO NO, SCALE ISHEET 3 OF JOB NO. C19649 D�+;. NO. S-1, - - MAY 24 88 O9r., 12 12 1 1 R B C D CE I G H J K f J 1 1 2AeE ANGLE J I f J t 1 1 o-r on4eF, Go2w1E2 r210-7 f f 1 �--- I 1 Z 1 43553 �ryP) r _ _____________ _______________ _______________ : \ 1 1 1 Z 1 6ABC.ESET � 7 550002 ti ti a W X3320 ¢3�i25 �� 10 -0 20 -0 20'-0 20'-0 20'-0 20 -0 10'-0 /p!o 20'-0 120'-0 43 30'-0 .SIDE EXTENSION ENDNALL ELEVATION AT LINE 3 EJovJ4 L L 3PL1G/ Jc To EE DeTEer4iJED 6y' &JI/-DE2, d07-25V CoL.L ,4J 4TTACf-1 M�,&IT YO 0!C-�/1 1 t-JDr-2AMF /5 By' r J/LDE2, DATE NO. REVISIONS BY CK'D 1 PASCQE BUILtJING sY5rEM J, INC. COLUMBUS. GEORGIA 4 DATE E/9/88 _ DWI . TITLE ENDW.AL L ELEVATIONS S GRAPHICS TB BUILDER AXIS CONSTRUCTION THIS DRFdINO IS TO BE USED IN LONJUNCTION HITH DRAFTER C R�STONER UNITY L All S STANDARD ERECTION INSTRUCTIONS HHERE APPLICABLE. CHECKER LOCATION ZEPNYRHILLS FLA• THIS DRAINS IS NOT TO SCALE UNLESS NOTED. DI:-!ENSIONS SHPLL GOJERN, DO NOT SCALE. - - SHEET 4 OF J03 "IO. C196- 9 CRS. NO. S-2 - -- --- - - - MAY 2 41988 G) (2) ROWS OF SAC ANGLES PER BAY oo/ 9 (10024 � I I W I ( t 1 � o � I O 6 I I y � 0 1 I 0 I �(l�Ll.�•>� ( O I ( t I I I I I Z N I I I I ti W I 0-1 - I I I I O O 2 29 � O O O R j 1 1-0 1'-D i E>(A6%. GP M 29 v k r�Bb34Za ✓ vJ I.I r -t O I I I I GIELI G1Z/LL G//.57 eA1c 7- e i e C L l P, I I I .S�GTIoI._l s3 I I Oi I NOTE O`+ / ) EXISTING BUILFORG TO ADDTI0 ROOF BRACING FOR NEW ADDITION. / I 1 I 6/ /49 /1o241i . DATE NO. REVISIONS BY CK'D ice;4� i o149 Z PASCUEF OUll—VING SY13TOMS�, INC. EXISTING FRAME 3 COLUMBUS. F. P.SiA EXIST. BLDG.STEEL LINE 4 DATE 5/9/88 CHG. TITLE ROOF FRAMING PLAN GRAPHICS TB BUILDER AXIS C0NSTRUCr10N THIS DR,A'AINS IS TO BE USED IN CONJUNCTION HITH DRAFTER J F"!Z CUSTOMER UNITY LANES 40'-0 OUT TO OUT STEEL LINE STANDARD ERECTION INSTRUCTIONS NHERE APPLICABLE, CHECKER rj LOCATION ZEPHYRHILLS FLA. THIS SRAAING IS NOT TO SCALE UNLESS NOTED. DIMENSIONS SHALL GOVERN. DO NOT SCALE. SHEET CF & JOB NO. 019849 DNS. NO. S-3 MAY 241988 3 2 ! /8044-) CLIP �FiELI� krracfi I 7 / // 69 00149ccv- iArrAGN) t��i25 4392GI 20'-0 40'-O or / OUT STEEL LINE SIDEHALL FRAMING ELEVATION K ( ) PS. or- FLAT STOCI`. 449 1 2 3 p2o✓l/)Eb TO ,8E FI✓Lr� l�/OI�IFE!J QS T2An-(6I TIOAJ 74 F.2Oi✓1 til�tti/ 7o E'(/6TI U 3 iJ4LL PAAJ L. . X31-1►�g PA.IeL /Jorr V 0 Ar etEV. A - LIrJE 3 ATT4 4 To -511- {l4LL i!2T5 IF @ SAME - V47 ,oJ. lG AT DIFFEI2F_tiJr ELEVATIGtJS 7 L1LIP ase CLI!� � 44�co rrQc;� ' /ti 5L6V7 7 L. a n (FIELD ATTAGI4 ^ To ElC/5T GcL.) 20/4 (02024 I ,vO rE I EXISTIN? BUILDING TO PROVIDE 43 20 4 2�� HALL BRAGIN? FOR NE.4 ADDIri0:V. 1'-z IS O 2G o /' 2 40'-O OUT / OUT STEEL LINE I` fi' • I f SIDEHALL FRAMING ELEVATION A E� DATE 40. REVISIONS BY CK'D I 'A cOE 1JUILDING SYBYEMS, INC. COLUMBUS, GEORGIA ' 3 4 DATE 5/9/88 DMG. TITLE SIDEN.gLL ELEVATIONS CR.APHLCS TB BUILDER AXIS CONSTRUCTION THIS CR,AMIN,. IS TO BE USED IN CONJUNCTION M2T'H DRAFTER CUSTOMER UNITY LANES STANDARD ERECTION INSTRUCTIONS MHERE APPLICABLE. CHECKER 2R LOCATION ZEPHYRHILLS FLA. THIS DRAHING IS NOT TO SCALE UNLESS NOTED. DIMENSIONS SHALL GOVERN, DO NOT SCALY SHEET /f OF 3 JOB No. C19649 DM0. No. S-4 - -, - -- - - - MAY 2 41988 �1f789 PoP RIVET 5/32A RIVET (3) PER PANEL FLAT @ GUTTER SUPPORT ROOF PANEL ban e 5tJPLam¢7- TD aE IFI≤T'ALLEp 'V '1'? 1Z�F P�4.J x/5/9 a WE6 t4A5TIG O START ERECTION,) 81517 SAVE TRIN I2(/S.D. 12 X 3/4 P.PT. TAPE SEALANT 4310%o w/(2�No a31 2 1'-0 O.C. @ C,UrrE1L-!AJPFb0T l2 f S.p. 30!/I 14- c3 -it. 4o'Z4c1 FLASHING ROOF PA/EL Go)Fart F>AAJEL PANEL CLIP 8/5/'7 TAPE SEALANT M7r weo'O RAKE ANGLE C�1UT TER RAKE TRIM I HALLPIWEL 430 �O ( STEP 1 STEP 2 ", I EG%,c,J L PANANEL PEL CLIPS NOT R£OUIR£D B 2'-0 O.C. AT STARTING AND E:YDING RIBS // ENOHALL PANEL /.(OTE P.4/JEL CLIP /�Jor 2q'p, @ t;/1�/ J. 6!7 P eJEL SE6-ri0 5.5 OF RIDGE FIELD CUT PANEL AS REO'O. sir 4426 0 RIDGE TRIM CLIPS SUPPLIED FOR ROOF SLOPES GREATER THAN 1/4:12. FIELD CUT CLIPS AS REQUIRED AND INSTALL BETWEEN PANELS NJrH 7cpe SEALANT. 8/517 8,,4? rE/�j Sr2/P RIDGE DETAIL 5_ G / BOTTOM PANEL TOP FLANGE O3 (r n s TO BE NOTCHED 6 AT LAP - PANIEC. •s I 1 81519 78"'vJJ3 (-1ASr/c. 6)/9</'4l 5,D, NOTE: 9/0"31 Q HAND-CRIMP LONER BATTEN PANEL CLIP TOOLS AND EQUIPMENT FOR THE APPLICATION OF THE PS-18/20 ROOF SYSTEM AT LAP BEFORE INSTALLING NOT REO'D UPPER BATTEN. LAP AT PURL IN 1. Electric screw gun(such as Black Sc Decker 4940 or Rockwell 47:2) (2500 RPM unless noted) with magnetic h=ads 5/16"hex socket with shank, AND EQL'l.^EO TO PREVENT O\'ERDRIV1NG. Q ` 2. Two nylon chokers. - 3. One right hand tin snips and left hand tin snips. O QO&D o PAS✓EL ' 4. Vice grip clamps with a 1"x 1"x 1/8"c 6"angle welded to both jaws. (You need one vice N F/ELD 430A/l� grip at each end of PS-20 panels and at 5'-0"o/c between ends. You must calculate by �1105� • dividing the length of the sheet by five and adding one. OVE2 RlC4E 3 CLIP - FASTEN TO ROOF SUPPORT HITH (1) /2K/5D'r1112'014'D 5. Electrical power supply should be 110V circuit with 14 amps at motor and 12-3 electrical cord 'EXCEPT AT PANEL LAPS AND for power to run seaming machine. ENDS. Ul- THE FOLLOWING LIST OF TOOLS AND EQUIPMENT ARE FURNISHED BY PASCOE BUILDING SYSTEMS INC. nr 0 T; V 1. Hand crimper 3/47/ PC5. OF FLAT 5TCGr! �O/4"� SUPPORT 2. Roof seaming machine,electrically powered. 'Z5�7 PA�1EL P}?o\/rOED "ro 8 FIC-L-b Mow/F/ A5 HAND-CRIMP BATTEN DESIRED ATTEN EQUIPMENT AND TOOLS ABOVE MAY BE PURCHASED FROM PASCOE BUILDING SYSTEMS,INC.IF AT EACH CLIP ANslrlo(.l r21 #F>^/ To CLIP DETAIL NOTES: EX/5T r1JC, ,eOOF PAnJd5l— A. See arch,prints for all information not on this set or drawings. 5EAL. w18/5/7 TAPE •5�LAn1 T. B. Dimensions are for reference only. C. Details are for design purposes, angle and applicat un will vary. + R A/ I f D. Details are typical where conditions are similar. a f F/15i/.JE,2 1NSTAL[.Ar1c#J —> 3 / 2 4 to E. Seami.ig machine can not be used at energy dome,hand crimp only. CJ F. The metal roof deck is a freely moving system and provides no lateral support for the top flange of zee or cee purlins,(or top chord of bar joist) 25- ll /llD rnn-1GL G. Panel lengths must be verified before production scheduling. PS-20 2 4 2 I .4 , 2 4 2 I H. A vapor barrier must be provided between all wood and metal panels or metal trim. `{ I. Due to steel mill tolerances, this product is subject to"oil canning"(slight waviness). This situation will not be accepted as cause for field rejection. FASTENER LAYOUT AT EAVES AND LAPS J. Pascoe Building Systems,Inc. ASSUMES NO RESPONSIBILITY FOR THE STRAIGHTNESS OF THE PANELS SHOULD THE SUBSTRUCTURE UNDERNEATH THE PANELS BE UNEVEN. PCOF PAJ co!ry To 8- L-/'AL✓4L/ t/ , DATE NO. REVISIONS BY CK'O 2 �)44�V+ 7- MUIL.,JING BY EM , INC. 3 \/ COLUMBUS, GEnR:IA ll 4 GATE �j• `CJ't3 DMO. TITLE EcoF l�/. L Jr,--c-rAlL.5 S CRAPHICS BUILDER 4l reJrjc>j THIS DRAWING IS TO BE USED IN CONJUCTION WITH CRAFTER L2 CUSTOMER �],'J/rte AJ.55 STANDARD ERECTION INSTRUCTIONS WHERE APPLICA2LE. CHECKER R(:Z LOCATION z�P ,crJ/..;/;_(_!j FLA THIS DRAWING IS NOT TO SCALE UNLESS NOTED. DIMENSIONS SHALL GOVERN. DO NOT SCALE. SHEET 7 OF Joe No. �� ^ c-e;. NO. MAI24 '93B PURLIN 1/2 0 X 11/4 PURL I N 1/20 X 11/4 - -- T H!-TEN BOLTS r HI-TEN BOLTS RAKE ANOL E 1/2 /X 11/4 P(NS) - HI-TEN BOLTS ENDHALL COCA STEEL RIGID NE FRAME ENOHAL GIRT ENDHALL 81/ COLUMN DE L VIEW SEC TIVIW INTERMEDIATE ENDWALL COLUMN B D ENDHALL STEEL ! ENDHALL COLUMN LIN£ COLUMN 95 9 1/2 /X 11/4 CLI C5 1/20X11/4 HI-TEN BOLTS H7-TEN BOLTS d FS) fir"--_3/4/ANCHOR BOLTS (2914 0 A'VCHOR BOLTS 81/4 I 6] BET VIEW SECTION VTEk( INTERMEDIATE END WALL COLUMN BASE \ F G H M4TEr,AL P2OV/DED To BE FIELO LOCATED (4) 91070 CLIP ( ) 23420 JAM,3 7'4 () X589 C6IP (2 44204 Te i r/1 S I-278 C-9 6'4/7L 2 Fie, OPE J( C7 . (2) 42 / ECT S'2 78 c- (i) 44202 Tell✓ ( ,?,P) 7-)�8 r-9 (i) 9500/ 2 7' FP DooR- (l) 95OO2 3''7° F . PK6i, �2) 44203 -2 ,i 7)-O' C-9 ..3°7° VIALK x oP_ (2) 4423$ 1�s1=2T 7' 034 C-�� (,) 44x93 DeiP 3�(o C-9 P K L M .410GE SAG ANGLE NUT hwsHE CL® STYLINE ROD SHOE COLUMN PSIDENALL BASE TRIM FRAE 1.E3 480 ;I ACID SHOE: XRS-1 FOR XA d XB BRACING X CONC. FASTENER XRS-2 FOR XC BRACING 4 XRS-3 FOR XD d XE BRACING PURLIN MAXPASTED£C.AT 4'-0 NFSH£R: STD.1' A HASHER FOR XA BRACI,NC EAVESTRUT (Nor BY PASCOEI STO.5/80 HASHER FOR XB BRACING GIRT FIELD BEND TABS 9691 PLATE HASHER FOR XC BRACING 969 PLA T£MASHER FOR XL) BRACING 9693 PLATE HASHER FOR XE BRACING ALL DIAGONAL BAACE CABLE SHALL BE FABRICATED FROM GALVANIZED 7 HIRE SIDEWALL GIRT N SAG ANGLES P R BASE TRIM DETAIL S S RAND EBRACE DETAILXTRA HI OH S TRENO TN JRROF IT FLANGE STAY (FOR FLANGE STAY CODE NUM3ERS d LOCATIONS 1 SEE ORHING S-1) RIGID FRAME \ Rt IGLU FRAME COLUMN 1 X 1 1 S.D. COLUMN 41,2 f( LAP PURLIN SIDENRLL 1 1 X 06 S70£MALL GIRT RANG STAY S .QAP GIRT ENOHALL N I GIRT \ \ \ I I ! I \ _ I I I F I 1 — ----- 3 + STAY CODE(NUMBERS FOR NdELOCATIONS _I SEE DRAM/NO S-1) ^-- ENDFRRME $-I) RAFTER COLUMN 8 BEAM CORNER GIRT ND LL IRT SIDEWALL GIRT G12T L/ti1E5 UP /'/v/ GI.eT) U SIMPLE SPAN PURLIN CONNECTION GENERAL NOTES ALL PANELS FOR THE HALL SYSTEM SHALL BE DATE NO. REVISIONS BY CK'D L� 1. ALL BOLTS SHALL BE 1/2 INCH DIAMETER X 1 1/4 INCH 4. ALL LIGHT CASE STEEL SHALL BE FABRICATED FROM STEEL 26 GAS£ PP-4 PASCOE HALL PANELS. I LONG HIGH TENSILE BOLTS UNLESS NOTED OTHERHISS. HAVING A MINIMUM YIELD STRESS OF 55.000 PSI. FRAMINS FASTENERS SHALL BE 12 X 1 1/4 S.D. 2 PASCOEF )3U/,DING SYS TEAS, INC. 2. ALL HIGH TENSILE ''CLTS AND NUTS SHALL CONFORM TO 5. ALL FLANGE MATERIALS FOR BUILT UP SECTIONS SHALL HAVE SIDE LAP FASTENERS SHALL BE 12 X 3/4 P.PT COLUMBUS. GEORGIA ASTM A32S AND SHALL BE PLATED. A MINIMUM YIELD STRESS OF 55.000 PSI. -1 THE HALL FINISH SHALL BE .5,4 fT'_,TO/JE Ftc7E 3 3. USE TURN-OF-FHE-NUT METHOD TO TIGHTEN HIGH `ENSILE 6. ALL MEN MATERIAL FOR BUILT UP SECTIONS SHALL HAVE TRIM FINISH SHALL BE CAtiiYU�-/ B+?on1Zc 4 DATE 5/9/88 DHG. TITLE SECTIONS-DETAILS BOLTS. (REFER TO ERECTION BROCHURE FOR PROPER A MINIMUM YIELD STRESS OF 55.000 PSI. PROCEDURE TO BE FDLLCHEO) AL1--AANELTFOTh'-FH?0.7F-3Y5TF,Y--SNASL -SE S GRAPHICS TB BUILDER f�}(IS CONSTRUCTION HIGH TENSILE BOLTS SHALL BE TIGHTENED TO PRODUCE c c E -2& GASE PP-4 PASCOE ROOF PANELS. A MINIMUM TENSION LOAD OF: 7. ALL ARC PROCESSIC A.vDEBYlNO OUALIFIEDLL BHE�DERSBRCCORDINSETO ANS. FRA;41,vS F9ST£FE3S SHALL 8y12 1 1/4 S.D. THIS DRAWING IS TO BE USED IN CONJUCTION WITH DRAFTER ____ CUSTOMER UNITY LANES 12.000 POUNDS FOR 1/2 INCH DIAMETER 28.000 POUNDS FOR 3/4 INCH DIAMETER 8, REFER TO PASCOE BUILDING SYSTEMS ERECTION M.9.VJRL FOR SICELAP '£R SHR!L B£-I 2`X 3/4 P.PT H STANDARD ERECTION INSTRUCTIONS ERE APPLICA r<BLE. CHECKER LOCATION ZEPHYRHILLS FLA. 39.000 POUNDS FOR 7/B INCH DIAMETER THIS DRAAINO IS NOT TO SCALE UNLESS NOTED. THREADS SHOULD BE LUBRICATED TO .REDUCE FRICTION. RECOMMENDED PROCEDURES TO ASSEMBLE ANO ERECT THE RIGID FRAME. T�'£ RDOF FINISH SHALL BE DiMENSiONS SHALL GUVERN, 00 NOT SCALE. SHEET OF JOB NO. C19649 Dac. No. S-7 MAY 24 1988 - --- Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.