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HomeMy WebLinkAbout0017 HIGH SCHOOL ROAD - 22361 D100, rd N MERICAN BUILDING A.B.C. Boa NO. r - S �. '+ '. ,,y.:..0 .., _.�.-. _:-... ws - - „_ .,..�,.��"J*. _. ��wy.--.�v+-v.sr'?+Y^.•+r+^•+'°'!��..�a.r - „fit. .,.. ,-... - ., ,..,.,.+,.,.,�..,. .•�""'. _. ".,.,",I„1,,.."„�,.' ,_ Y 1 , , { , I ] DLiLL X+WL ( DL+WL OL.LL OLtWL WIND / ` �DfOZ=FdKL.T. _ **AAD2.91fW - _.. Tq N I .�4 K s3 M a.S +c 77F_ _ Y et Cli to 4: LE-AN-TI REACTIONS x-eRaGN�nEAenov QL.LI wt) Cwm!D�rrETrNY rnr Br r`` COL. LINES USED 2-9 `y, RRX. VERTICAL i LL•OL E.N. REACTION 73 K MAX. WRIZONTAL NL•DL E-M. REACTION OUT TO OUT OF STEEL RERCT I ON SCHEMATICS 1-0 19-0 20-0 20-0 4-BAY5 @ 2C-O= BD-0 20-0 19-0 t-O 1Z t� 2 2 2 2 2 2 2 2 2 2 1 2 12 Vyf k 04•R.B- 014•A.B. • 0�•R.B. 0�•A.B. 0�•R.B. 01•R_B. Z Z 4 1 T T T T T T T TC� a b + w ; O N I C p d d P DapM. 09512 Ca 286" � N N.65A.0 RSaAs4764 2 ti55 �e.06295 m d d d N ,� i34.9SG5 Wf5 ELt9'14.E3 -b � •• r Q 0341A.8. 0340A.B, t} 034 FA.6. e} 034•A.B. �} OSi°k.B. 034°A.S. I 01 rr Q N v 4 -N !it 4 •R..B. 04'•R.B. 0�•R.B. 0 R.B. • • a i• f74 R.B. 04 R.B. it It Iz It 12 IL t � I�IZ li�li i` li t z ' ANCHOR BOLT PLRPJ t- THE BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY OR LIA- THIS fS TO CERTIFY THAT THE METAL BUILDING COMPONENTS FURNISHER THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE BTLtTY FOR FOUNDATION. FLOOR. OR SLAB DESIGN OR CONSTRUCTION. BY AnERICAN BUILDINGS COMPRNY ARE DESIGNED TC COMPLY KITH THE FRAMINr, AN COVERING PgkTS nggUFRCTUREC BY 9nt-R;CRNBU LOIN IGS 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE FOLLOWING LORD REOUIREMENTSt AS DOOR AND AS SPECIFIED IN THE CDNTRAC?. qC.ES'_ORY ITEMS SUCH SPEC[F[C SOIL CONDITIONS PRESENT AT THE ACTUAL JOB SITE N t. R AS DOORS. kINDOWS. LOUVERS. TR4NSL'JCENT'PgNELS. NNO VENSFLATORS TNRIOA�-, h, RRE NOT INCLUDED- ALSO EXCLUDEC ARE CT'HER FLIRTS OF THE PROJECT 3. ALL BOLTS SMALL MRYE A 2 INCH PROJECTION FROM THE FINISHED ` DERV LOAD IOL1 NO? PROVIDED BY RMER ICAH BPl LOINCS COMPANY t H AS FOUNDATIONS- /ON£ 21 PSf ROOF LIVE LOAD (7•LI nF50NRr WALLS. MECHANCCAL EQUIPMENT ANC tH s SCALE: DATE CONCRETE E%CEPT 1/Z INCH DIAMETER BOLTS AT DOORS WM.CM 3; PSF WINO LORD INL1 L ERI^T'ON AND INSPEC- - SHOULO HAVE A PROJECTION OF t INCH. PROJECTING THREADS SHOULD 'C"-'- TION OF THE BUILDING. HE BUILDING +^UL. L ERt TED IN R FRO- - e� 1 PERLY DESIGNED FOUNOaTt.N PRO-ISKATE LIMITED BE FRO- G OR OTHERWISE PROTECTED UNTIL ERECTION. N "^ 1NgTI0N5 ARE ; IN RC.Oa RICE ^ nr ky�,Rs'AN - DRAWN BY S.C7. S'LC-J [o�.uu .(/�' •u+•+� $[ N COn PANY ERECTf N n N f AND NrER!'g` ug. F7R T E kE HY�h'IS,MASS. t�1�LYCI1f H6II3Y!%106 X. FOR REFERENCE ONLY - REFER TO EM-2-0-t•t AND EM-2-E-:.: 21 DL • WL RFf7^E(i�?if:—TRE FHAFsr *'I TtONS SH.MN 4ul ^LIST BE I CH�m� ...... ritN TO TM FOUNDATION G �N EN!,1Nt R. idD,NFER EMP!DYED THE AlLLiAms COMPANY THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE BY A.B.C. 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I _ $ GA-WEB t m f W ` J , 7 FINISHED FLOOR - 9 9 40 35-0 OUT TO RIDGE 3S-O R_((YC To OUT I ' HN- 22 7 1 i� ,295 70-0 OUT TO OUT OF GIRTS � y 4� 4.1� ii83 , _ I NT 0535�5 !SPUCE L.CL7, -Fe.L.E `1 V SPuCE ue.-s,?I- DEPTH A B.p4x7Y (:6¢, Profess\©\ c 16—oa x2a 4-43 CROSS SECTION D 6 -0; X 2; 1-6L - "s ' 1 COLUMN LINES 2-9 r SCALE: Al'`A(_ CATE DFt^%+BY ? - PRO-SKRTE LIMITED 3 a '•°" � •�•••"• a ;eaamiva CHEoctDer t i' HYRNNIF. MASS. KW °•• •' 0ESK.7v APPo.9'E THE WILLIAMS CO. 21-6950-1 iDRAVVOVG NUPABE t ' •....:a......d.:;�:::._.w.t*.we vo,;rzm,„.... .. .:.. ..:.•�..-b`ia>,— '- ci.'d,N .:...^arnaawM:-. .r1nW.. ...._...r,.,. --s:;�3r Sr c.7•�..w�.:a ..a,:a-.s4d�i[.f. n.�'7@..�,._....:_ �..�..- ::::..w�w....m-,..k.w.,+'+�,.,,..a.& .r:.u.:i5m:'- -- ..,>., -z.''a'7 4",a�a.:...iitOassk:,,:uy.. :sir`,�.,3t:,.+o4.-rti,'.�n..ra ..Fs&'Id4, :L.:m..3titi'+`� .•c.1.'rtlf f a,,,1'..'.�e.•ar,;a:"���A.,.v-�. � .-: . y:.�,. v., ... o- ..�....:,z„a, "'-'.'y!'"' is ts., _. - .. ,. .. ..- _ -... 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SCALE: Jt/JP"C CW7E -A4 DRAWN BY. N'F"" r - PRO-SKATE LrMITED 3 ��"`��• �� ♦1./1eAY4 ttruoturelSupportAt Top Of a�m�" -M -4 HYANNIS. MASS. KW •• M►.0-7 ee11 To Be Designed C7ESK94 AFPD.BY. - � AEupplteeB�O(.hers. + - THE WILLIAMS CO. 21-6950-1 C%ZlWit.K'. ^� •.y , ._. ,.;. . NU1.19ER � ,...,,+�-.�.:.:•..--�..-,-.xT,^^^-1-r.._. ._-..-_... .....-.—.-..- ....--.�-- ,.-....H.,..,,,r.--'�•_.--..... `+�`._ .,. :.:.�..�,�.,.,.aY�^-••�r— ..�:,.o-:---"s..,....� .�.�:p�-rsc.�atr. - -. . .. . - 4 4-8 20-0 20-0 - L5.3L-�4t.Rk- 20-0 4-8 4 1 -77 _ � 1f _ ! ERI-IN ERI-214 Eitl-2H -Q 1 * t .o -+•A !,c F-rT —— v I FF, T I , CEHM-To S MCC-fN4 DE7AlL ' 7 T yVC--4.6 `cr,//VC wc-i a` n. o. or a. a. o. a. a` al o. o_ d a_ o_ d d d a_ d o. d al ` - — -- ,� ✓✓✓` / /� /- L j � ECG-160s,Y t ECG-I625-Y 1 C -:x-- ECCG=16k " SF_c �S,E-8 FoR LEi N-76 r�':v FRA/�1M(, EZEVF77/CtM ♦,-0"O.C.An 1 ARC-P. PAK& r TrLmsMCLS AS�=R� f y �7 1 LEFT ENDWRLL FRRMING PLRN Now AN�� r, LEFT ENDWRLL SHEETING ELEVRT I ON " COLUMN CLIP CP-5 TYPICAL 830T117B•` aid SNF T/lVG P&-ktICsE A4K_AI0.' 5P-LK GAfSLF nn(�[£ 64-3 TYF/C!L Of a G 1RT CUP Btreetural BuPp°=t As�T�OP..r {= I )teaonry w►11 TOo�rjL. � X I �yappl led By `COLUNtty i i Sx3,.(6GA. w It AtsC t E C GA 1: N+ 0! .• .�. '1� II 9trnOLUraZ support M TOP I�j J ys.sonry wall To Be Do igno _ •5uppllad Bf othA=m• f,4ASONRY WALL (BY OTHERS) / g , DRIP FLASHING [FpH2-10,3) fY SE�TIo� "A-A" ; AJ ��-'{PICRL (Ao-[H E1J17 WRl�-S� ND AT REAQ s(w.) I \ It 11 S-EE+Irrc tLEb/R'/�N _ AA QB QC QD E F 0141 /Ii,- 4 4-8 20-0 20-0 20-0 4-8 4 q�t� Rr.-1-is.3 BC-I 1 PC_ Rr,-1-15.3 SEA tic E-B FO,c Lr:gn/-ro r �- 1 �8C8-1R F/w FRAM+/ti`G ELEI/gr1oN. i \- t. r� ER1-IH \ .d C ERI-214 rER I-214 1 ERG-3FJ R-Sti -. _al �? _y�� gZ(6-r�Z -- r - j I A NcFrc(7-1,u.N.) .` 1 r. " F, ' ! 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ROOF PANEL PURLIN a L-TO ROOF PANEL MAIN BLDG. EAVE STRUT - _— PURL I N - - - -- CLOSURE a:? ' GA-1 I GABLE PANEL RAFTER �. < .. I bRIP FLAZ,[41Nr_ r` )MAIN BLDG, FOuz-tC.3 E COLUMN MASONRY WALL (MASONRY AAICAORS EY OTHERS) (BY OTHERS) A. L-TO RAFTER MAIN 5UILDit'\14 FRAME LINO—&llTwo.. *e t sapplieaD:Otdalf•_ w SECTION -B"-"B- SECTION a1 i MAIN BLDG . COLUMN E .W . GIRT WIND COLUMN CoCS51 N� s pe.471 4. OF MAIN BLDG. y�. Hass 27655 Yz 061?5. �� 'Ad.9365 Wiu,.[i19 14 � Nv.467'v — ----=o -0- — -------- N.Y 053595 ] --I' GIRT PANEL ;o �oj { i NCR 10 CUP � NOTE t ' PANELS OMITTED FOR CLARITY . LEAN-TO-E.W. GIRT i ' Sx3 k t6 GA. AtGIF GA-1 i i ij� (r�ASONRY 4uCN0RS BY OTHERS) Structural Support At Top at DRIP f LI1S H ItJ G masonry wall To So D.sismN [ FDP2- io ab„tpli.aesotn.rs.— SECTION MASONRY WALL (BY OTHERS) 3 SCALE: NONE PR^-SKFiT[ t I[�[fTED DRAWN B1`- ^lrT Kw' ��A w�wuu wuswww SECTION "C"—"C_ 04ECK Der �lrr= sauz�ntar DE:aK;NAPPD.HY: . 7kf•: WILx.rgr�ts CO. 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KW ••• •• DESIGN APP°.ew�,� THE WILLIAMS CO. 21-6950-2 DRAwiNG. i m +..;?�:::a x.__..:... .ur2„-�'�,�keY' -,� „.=„c .. .« ...�'w-.t .... w _ . . _ .,...... .,..:.....,,F...+.-' .�-- .Ek^.!: :- ^!��.1�kt?..,..:...�;��' 3^..r _ ,u, a4G7.x.3.,�s.,� a.•.,..,...�. w�*.-«. . ..a..., ,,,..,.-_ a�,+e ai _. eW: A. r4 loll Y 29'Si LENN-74 EAVE STRUT SESA-t c,TF+_ O•HAte, SEAM PAUEL t'-' PURLI N� PURLII.I - st L3Q-� 0ETAiL S' a 5-Die 5-Oie 4-Oie t-Bi _ LSP-I w8 x ro o NRh'M I FRM 5-Oie 5- is 4-B1e 7.rID do LEI I,.j \ FLGS. lo4,A.wcB LEAN-TO COLLINW 5 k 29-4 CLEAR ' m-_----,-- WS,.13,COL.UMN i - DETAIL "A" J 4 • — f FINISHED FLOOR GUTTCRSTRAF CS-1 ,Z4 LSP-I CLOSURE STRIP L 30-0 our TO RIDGE Ae , CLOSURE FLAS41r4C C F-l-x) ' - -- ---- — _ T , 30-0 CUT TO OUT OF CiRTS Care. 09512 ta: 3:R8 ( t0,4764 ti.Ed.66") 2a83SPLICE BOLT TABLE },.; SPLICE NO-SIiE OEPTM A 4 -0� X 2 Br PCROSS SECTION > »B 4 -o x2 B h'r 1�' 0 FiE1.D CUT FROnnFpE-2�fi_AME&,9CK f �—� COLUMN LINES 2-9 E LCIRPJ4C, BEAM oHEL-13 ' C'MANC, -STRUT FDSE-t3..7 :4 LE4N-7C DOWNSPOUT LAYGUT I SCALE: /, „r DATE DRAwM Br. a:.. PRO-SKATE LIMITED g CHECKEDBr t1QttC6ii >tRII e^ HYANNIS, MASS. KW ° ~PM.BN.. THE WILLIAMS CO. 21-6950-2 OFtAwiNG .: ,_:. a.�i� .tea.,.„ i b,e..., ii:_•' .,..,._.>_ . ° r. ..«;.-m...,.�•..a.�' ,va�..r <, �d�o* --. _�.�:z.� _E se.. :-tsi5i `. •, ,-,:. < .:::. -:v:.:n �^',.,r' P ,t;, ,�-- •"*�'�'•""°",<V.,... . .._. ---• _r. ..... ._:. r _ .+re.;,,,r...r,a�+•...- �. ---'ql '..,- .. ....--•-*1--,--«r.=-.+'�i'•:�!#'.rre.ar�+r.-as;.r � e a 20-0 9-8 4 fy' I PC. RK_1-lg.s 7 1 QC- RK-I-2a_ —--i—__ L7E T 3014 �i. t F, F, MgSOu RY wAL-_ (3_0. ) / Q b b b m-• m m I ECCL-7-1 X - ! TIE COLIDQS 4''0"0•C•11D To LEFT ENDWRLL FRRMING PLRN wo ALLrm '�"I` COLUMN CLIP CP-5 TYPICAL SUPPORT•ALSom GF1flLC ACE GA-1 (7yPjCAL,) BY OT►i 5 t r +yy4 WALL BY OTHERS TO BE DESIGRED LEFT ENDWRLL SHEETING ELEVRTION FOR LOR9T_TUDINALVINDRESISTAACL. µ SNEETI/J4 R,9 GE ",qek ArID,= Sp-eX c r-cas Hnv. RC REQ��rzEU To _ F!7 SrGrG'G}LL OVERffA/uG_ f r 1 Conn. O?512 Ca..7, A De 4764 NA t' iEtsS ?655 Va !•: 5 4 Fi Rri,it b'' 1 rC• RC.-1-�5-3 4 g-BPC '- Rr-,-20.'. . MAiTv r eRG-4M LTEe� 30 cri ae - 16- c ; `�`-ntcu :3 b m r N b O r N b O rl WAIL L B.O. /Mq�C)— ft m m m •I ♦ f ID IA b // / . • '�11k i COLUMW EC_-LT-14X • Mw WALL FT OTHERS TO HE D�oIG' TIE COLUMKS 4'-0"0•C.AID -' BRjLCIS AS SHOWY TO ?OR LONGITUDINAL WINDR45ISPk:W:1;:: aypgy WALL FOR LATERAL 'UPPORT, IIABORRY Al•CRORB ,A BY OTHERS. RIGHT ENDWRLL F'RRM I NG PLRN RIGHT ENDWRLL SHEETING ELEVRTION REFERE COLUMN CLIP CP-sTYPICAL r�L� 11cr-, c-�pK�L) 'En-7-D-1 - •i fg5TE1IER DETAILS - RR^" PANELS Si;�c''h' F'�?'KyGE M/�KK lVO-: SP-Zk z DRAMMVHri r li'-,.r PRO-SKATE LIMITED 3 ■ur" " wu�uur a*n(M W. - A>�sairrs 8oasoor D�AF'PD.ev! HYANNIS. MASS. KW �••-••• r . THE WILLIAMS CO. 21-6950-2 DRAWING, GENERAL FOUNDATION NOTES 1. AMERICAN BUILDINGS COMPANY ASSU ES NO RESPONSIBILITY OR LIABILITY •.1t - FINISHED FOR FOUNDATION, FLOOR,OR SLAB �ESIGN OR CONSTRUCTION- } FLOOR 2.THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO ([ f 2 2 THE SPECIFIC SOIL CONDITIONS PFC-SENT AT THE ACTUAL JOBSITE. 3.FOUNDATIONS MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE -o-: TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE •i VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE y ilp OIH C. MAXIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. Y `"� •� 'I��•- 4. REINFORCING BARS,WIRE MESH,0.NCNOR BOLT SHEAR ANGLES, TIE I 2'4ANCHOR BOLTS RODS, AND/OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS i • c�f"'OI 4• REQUIRED INTO THE FOUNDATION DESIGN- COLUMN BASE HORIZONTAL A - o --: �.' THRUST, ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL N O d. REACTIONS. MUST BE SUSTAINED aY HAIRPINS, TIE RODS, BUTTRESSES, SECTION"B-B" OR COMBINATIONS OF THESE OP. OTHER DEPENDABLE MEANS. I 5.FOOTINGS SHOULD EXTEND A MINIMUM OF 6 INCHES INTO NATURAL SOIL; OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY ;'- COMPACTED AND THE FOOTINGS SHALL EXTEND TO NATURAL GRADE. FINISHED FLOOR IN ALL CASES THE FOOTINGS SHALL EXTEND AT LEAST 6 INCHES ' BELOW THE LOCAL FROSTLINE. 'a 2' 2* 6 EXPANS1 N OR CONSTRUCTION JOINTS SHALL BE LOCATED IN FOUNDATION WALLS AND SLABS WDWAY BETWEEN COLUMNS(NEVER AT COLUMNS). _ 7. THE TOP OF THE FOUNDATIONS OR FLOOR SHALL BE SQUARE,LEVEL, AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A (•ll _'� •' �. TOLERANCE OF '-1/16 INCH ON DIMENSIONS WITHIN THE GROUP I _ - - SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL BE WITHIN 31/9 INCH. 1 . B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOW- - 2ANCHOR BOLTS ABLE BEARING STRESS OF -CONCRETE THAT HAS A MINIMUM 6C Y gyp' COMPRESSIVE STRENGTH OF 3000 PS.I. AT ZB DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWSE., ALL EMBEDDED STRUCTURAL / STEEL (INCLUDING ANCHOR BOLTS). OTHER MATERIALS, AND LABOR SECTION SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 10 ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING GUIDE ANGLES. PROJECTION FROM CONCRETE, DIAMETER, AND QUANTITY. {NOT BY A.B.C.) n• ALL BOLTS SHALL HAVE A 2 INCH PROJECTION FROM THE FINISHED FINISHED CONCRETE EXCEPT 1/2 INCH DIAMETER BOLTS AT DOORS WHICH FLOOR SHOULD HAVE A PROJECTION OF I INCH. PROJECTING THREADS I1 1 SHOULD BE GREASED OR OTHERWISE PROTECTED UNTIL ERECTION. t2 BOLT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EM- ...�N'' p• ,_ •'I C70 - BEDMENT INTO THE CONCRETE FOR THE BOND STRENGTH (WITH 11 -Q' OR WITHOUT HOOK) TO DEVELOP AT LEAST 75 k OF THE ALLOW- ?" ABLE TENSILE CAPACITY 01�.THE BOLT, AND IN NO CASE SHALL - �„ � � O. O '•� ,1 C' d •�• THE LENGTH BE LESS THAN 20 TIMES THE NOMINAL DIAMETER 3 -� BOLT UNLESS OTHERWISE NOTED (DOORS,etc.). s 'CONCRETE ' 13 BE ASTM A3 R EQUAL N ORDER F (BEYOND) of CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON 1 ALLOWABLE � T R �. STRESSES AS SHOWN ON PAGES 4-3 THROUGH 4-10 OF THE MANUAL OF STEEL CONSTRUCTION, 7tn. ED.,A.I.S.C.,1970. ALTERNATE SLIDING DOOR GUIDE SECTION"D-D" - a BOLTS x0'-6' _ Z ZI ~ O — --fir- --- O z a ��. w w _jL] _j 2' NOMINAL DOOR WIDTH 2 DOOR WIDTH+4' 4' MIN. TENSION PLATE TYPICAL OVERHEAD DOOR LAYOUT RECOMMENDED ANCHOR ALTERNATE ANCHOR BOLT DETAIL - BOLT DETAIL F IY21ANCHOR BOLTS SCHEDULE OF MINIMUM RECOMMENDED x0'-6" !7 (ALT) ANCHOR BOLT LENGTHS `--• "--�- DIAMETER -LENGTH 4'-0- 4'-2- 2'-C- - t 12'-4' - ---- � STANDARD SLIDING DOOR LAYOUT 1 • c SCALE NONE DATE -- DRAWN BY,N.SMITH 3-20-74 GENERAL FOUNDATION NOTES :; f cup.." y6781GRICATC If ,'i fi•1777.D7][O� µro.v t CHECK I - I DESIGN APP'6. BY:D.N.C. 34 1-74 AND DRAWING. V� •+'1 l GENERAL CONCRETE DETAILS I - EM 1.1 CK'D.!DATE ,SUE CATER 8-1-74 NUMBER — a i , C L F:r7`.S tiG 1,: U SPOTS ROM 3E S —EcrN:LS SIRFLCES G SHOO D BE SVVQ' CL iJ, OF ALL - META- FILIN3S ..AILY DUR.NG �- - LSP-O DIE 44LiL,O E C -2 / — (NCT G:JLILAB__ Or,. ..•2; 12 ROOF FASTENER- � BOTH SI,:-s aI;a — CH ALTERNATE RIDGE RIB - S - r. PLASHING DEAD_ --- (MAIM FAC•_REA S CWTION BEAD MASTIC RAKE FLASHING RK-T (GUTTER 37- / I (CLOSURE STRIP lSP-O -`14 ST'TCH SCRE.v I 14 STITCH SCREWS 1.6 OC FOR SHEET SIDE.L,CPS. BE=D MASTIC I •12 HEX-H-AD F;4STF",ER -,0. / \\ PANEL TO STRLrC '? L F- -T USE b E,L a AT PANEL END LAPS, EAVE A41D 4� lDGE DET:!L A ROOF PANEL DETAIL CLOSURE STRIP LSP-I DETAIL A WITH MASTIC SEALE TOP AND BOTTOM. RAKE FLASHING RK-1 RAKE CAP RC-1 COFNER BCp(• NOTE'. ATT NiTH FASTEN RAKE CAP TO Y BLIND BUND RIVETS. RAKE FLASHING WITH 14 FLASHING DETAIL �T EAVE CLOSURE STRIP LSP-O HEX MEAD SCREWS. RAKE CAP DETAIL r12 HEX-HEAD FASTENER . I GETTER(FGc-Eh FpP +>z 4 CLIP LFGC-64 FOa <'7 2' —3 0 OC 'YF 4-4P 1 'r 14HEX HEA" FASTENERS j• S _ CLOSURE STRIP LS:-' MAS" IC SEALER ET 12 HEX- AD FAS'ENi.R__/` - ! 'i GUTTER CLIP GC-A i 2 BLIND RIVETS-• CLOSURE STRIP EACH LAB LSP-1 II 2-•=' *BEAO.$ -,,F GUTTER S_:L EAC. -..a Y G_'TTER LAP G TTER Ck0SS SECTION GENER-L NOES - DRIL_ Si2ES '• ALL RC F ? %cL S!-=L,.PS a E'. °$ 5i32 m $HEFT=RS DRILL FOR°1e^ JN".N�?_S S?:..^S ^�F MSiIC SE:.L.•'. S� =-TAPPING SCREW. 2 AL': GL"TER EN_L-'S TO nAV_ TWO 114 BEADS 2 LSE 1,'9'0 S EETERS DRILL FOR 1/9 6LI"1D PIVc-S OF GUTTER SEAL = <EGI,'4_^ FOR SELF-DRILLING F,.57ENEPS SCAIF: DATE MAWN BY. E V, 225 -5 FASTENER DETAIL FOR ROOF au�ww .,u.... uaa cox Buz1�n+oe O "$"m APV : _ -"-,5 0 LONGSPAN PANEL D 61G11 D.n REV DRAWING ,Z :FM-7-( .-P14 '2 J ' . f CLOSURE STRIP AP-0 ✓ / ^�� _ RAKE FLASHING - RK-1 ar_. Y - GUT`El, EAVE CLOSURE ' I ('1-i FLASHING FEC-2 -.. I t4, J w•( f ` - BASE ANGLT - 44 _ 12 SCREW* 1'-0'O.C. FOR CORNER FLASHING 1 LGTH fi _ FCRA' .- �•�• 't2 SCREW TO ,4 FASTEN PANEL, ji-�z i •TO GIRT _ 3 DETAIL A DETAIL%> •12 SCREWS&I'-0' . y )_ 1 - - 6 RIVETS AT LAP 1 \ p � CLOSURE :A EACH PANEL I DETAIL'B•, .,-� - DETAIL �B_ , CORNER F`LASHING=FCR-LGTH. :1 DETAIL AT EAVE 1 GENERAL NOTES DRILL, ,SIZE _ ' CROWD OR STRETCH PANELS NCT REQUIRED FOR SELF SLIGHTLY AS NECESSARY TO DRILLING FASTENER. MAINTAIN 3=0 COVERAGE 2-USF_-5'0 SHEETERS DRtLL'- ' PER PANEL -2. PANEL MUST BE INSTAL�£Q P`3.R"12 SELF TAPPING SCREW. — - SQUARE WITH BUILDING, FIR E. - - % • 3 SIDELAP STITCHING JS ') NA_L N - _ S�LOCAL H1 FA5pE E,F�T�Y OTr ER ' ., •I 111 - y Al SCALL NONE if I DATE, - ' orAwn�r E.W 2 4FN ST R DE30.Y.5 v w iuwrl. r- CKC sT: MM. 2-2 7-7 ✓ ` A ITECTURAL. PANECS� � DATE' Iss" onp7 - - - - - i v 1 r ( , 27 :.�,-. ss.�.-..: ,..mom.-�-.�•�-v -a-.-:aa•�c.s�...r—;• .�.,::. .�.•a-;�.�.-_ CaE FORMED) M RIDGE FLASHING(ALT) STANDARD BE : ?_7A kTA STICD BEAD MASTIC EXCEPT WHERE �14 HEX-HEAD SCREW TAPE MASK IS SHOWN. ZTAP7= MASTIC Ta BE t W IpE_ TAPE MASTIC (FIRST 5-0 FPDM EAVE) / /. P RLIN(TYP G Ci a12 HEX-HEAD SCREW / • ROOF PANEL(MUST BE;OCAyED SO AS / \ A TO SEALER A i T_ SURE TAPE A SEl�L.ER AND C_OSURE TO BE A '12 HEX-HEAD SCREWS EXPOSED) BELOW END OF • A p GUTTER STRAP(MUST BE PLACED 7-O'QC ON TOP OF MNEL IN FLAT AND ATTACHED WITH • A �� FGS 1 TWO SCREWS AND WITH I'WIDE TAPE • • . . \ a SSSEA�R BETWEEN SI EET 4ND GUTTER 8 TAPE MASTIC (MUST BE USED ON TOP BOTTOM --- �! TO • � I I A -- - AND ENDS OF CLOSURE STRIP.) A TAPE MASTIC HEY-HEAD SCREW CLOSURE STRIP C SI ROOF PANEL (-OCATED UNDFR CORRUGATION OF ROOF PANEL.) TAPE MASTIC (ROOF PANEL MUST CATED SO 1/870yay r EAVE STRUT AS TO ALLOW 1 TO�vq"OF TAPE TAPE MASTIC (MUST BE USED ON 'OP SOT-OM AND ® 1�2—HEX-HEAD SCREW(LOCATED UNDER CORRUGATION SEALER AND �OSURE TO BE ENDS OF CLOSURE STU) � TIN JJASHER OF �C PANEL.) 1-0" ?-O� 1-O EXPOSED BELOW END OF PANEL.) CLO R TR C i I # HEX-HEAD SCREW TAPE MASTIC EAVE TRtt' (LOCATED UNDER CORRUGATION 12 HEX-HEAD SCREW (LOrA'� 'UNDER FED-1 RAKE CORNER BOXES FOR FBG 1 OF ROOF-PANEL.) ORRUGATt;;N OF ROOF PnNE_.) MK7 FBGB-1L&R FOR 1 TO 12 \I TIN WASHER 12 HEX-HEAD SCREW INSULATION (CUT FIEER FROM VAPOR BARRIOR MK. FBGB-4LIR FOR 4 TO 12 # AND ATTACH VvIT BARRIOR12HEX OVER I AND ATTACH WITH s12 HEX-HEAD RAKE CORNER BOXES FOR FED-1 I SCREWS AND TIN WASHERS.) � INSULATION (CUT FIBER FROM VAPOR MK: FEDB1L611 FOR 1 TO 12 BARRIOR AND FOLD VAPOR MK: FEDB-4LILR FOR 4 TO 12 EAVE STRUT BAPRIOR OVER AND ATTACH GUTTER I WITH'12 HEX-HEAD SCREWS FB,J_1 FGS 1 CLOSURE STRIP CSI AND TIN WASHERS.) . GUTTER STRAP EAVE STRttT (MUST BE UNDER LIP OF GUTTER.) I i I S.IEWAL.L PANEL I I SIDEWALL PANEL CLOSURE S T RIP CSO/ I ' EAVE DETAIL EAVE DETAIL (WITH GUTTER) (WIT EAarc TRIM)M R scAIE NONE DATE ICE AND SNOW •n , onAwr BY: ROOF TREATMENT `�•�u � CHECKED BY: 1 ADDED MARK NUMBERS. J.R.H PM'2- _ DESIGN APPD.BY DRAWING I FO. REVISIONS MADE CK'D. DATE ND. REVISIONS MADE'CK'D. DATE NO, REVISIONS MADE CK'D. DATE ISSUE DATE: NUMBER '�fvi-7-E-1.1 +� j RIDGE CAP 2mx14H.T.BOLTS 1„ 4 1" x14H.T.BOLTS 2mx1q HT.BOLTS 2� 4 12 HEX-HEAD SCREW �" LONG SPA PANEL ROOF PANEL Y O"ON CENTER ® LONG SPAN PANEL \ 3" 1' 6' -I 15-1, PURUNS RIDGE CAP.IDGING CL'P 02 PTSOF BAY - �=�FOR 1:12 RIDGE CAP DETAIL I ' `'I 2-2x14 H.T BOLTS =RIDGE FLASHING LP'JRLINMASTIC SEALER x1 H.T.BOLTS PURLIN 2"1q H.T.BOLTS �x 14H.T.BOLTS CLOSURE STRIP 2� 4 bPURlifJROOF PANEL OUTSIDE LSP-0 RDOF BEAM ROOF BEAM ROOF BEAM RLNS #14 S.M.STITCH SCREW L LAPLAP 3=0�'LAPLAP 1�-Y'LAP RIDGE BRIDGING DETAIL P'JRLINS ® EACH HIGH RIB FOR RIDGE FLASHING. PURLIN LAP DETAILS #14 HEX-HEAD SCREWS GUTTER CLIP: FGC-Bt /-CLOSURE STRIP LSP-I RIDGE FLASHING DETAIL I• i ROOF PANEL (ALTERNATE) 14 *14 HEX-HEAD SCREW-1�O.C. 3'0"C.C. MASTIC SEALER C_JS RE S-PP LSP-I 14 HEX-HEAD SCREW ---- _--__— T r (EACH PANEL) MASTIC SEALER ROOF PANEL ROOF PANEL RAKE FLASHING RK-1—� I GUTTER GUTTER ER � GUTTER CLIP GT 1 5'x3'x16 GA.GABLE ANGLE GC-A V-O'O.C. -CLOSURE STR,P LSP-I OR AP-I x ® ' I BEND ALONG 12 HEX-4E':D SCREWS /FASTEN TO EACH PURLIN WITH) "12 HEX-HEAD SCREW DOTTED LINE I CLOS'JK= =-RIP LSP-I \2-*12 HEX HEAD SCREWS E '✓E CLOSURE CUT ALONG SOLID LINE I LSP-I OR AP-I FLASHING=FEC-2 _ EAVE STRUT PURLIN LATTER:GT 1 EAVE STRUT �� 'h12 HEX-HEAD SCREW-12"O.C. t DOWNSPOUT CLIP I ENDWALL RAFTER SIDE WALL GIRT CLOSURE STRIP LSP-0 4x5 DOWNSPOUT END✓VALL COLUMN CLIP SIDEWALL PANEL SIDEWALL PANEL CP-5 ENDWALL PANEL ENDWALL INTERIOR COLUMN EAVE DETAIL WITH GUTTER GUTTER [ NOTE: DOWNSPOUT CLIP ��" S;DEWA_'_ GIRT —E, ENDWALL COLUMN CLIP CONNECTION __= ?40RTHERN TREATMENT SEE SHEET EM-7-E-1.1 BASE •'+GLE MAD WITH 3/4'� x 2'HIGH TENSILE CLOSURE STRIP LSP-I FINISHED =_OOR ENDWALL RAKE DETAIL 12 HEX-HEAD SCREWS MASTIC SEALER ROD BRACE CLIP CP-12 4x5 DOWNSPOUT EAVE TRIM I ROOF PANEL DOWNSPOUT DETAIL COLUMN ED-1 I BLIND RIVETS I EAVE STRUT *FIELD CUT DOWNSPOUT LENGTH AS REG'D BEVEL WASHERj CABLE OR DOWNSPOUT OUTLET DETAIL DOWNSPOUT SCHEDULE ROD BRACE "12 HEX-HEAD SCREW EAVE DOWNSPOUTS TAPERED GIRDER SDEWALL PANEL I CLOSURE STRIP LSP-0 OR AP-0 10 1 c.FCSE-S.7 3 c=0'D. WEB PLATE 12 1 pc.FDSE-11.7 3 CABLE OR ROD BRACE CUT WASHER DOWNSPOUT LOCATION 14 1 pc.FDSE-13.7 3 dc CABLE OR ROD BRACE E4VE DETAIL WITHOUT GUTTER c_Da V.' 71H LOCAT ION 1c 1 pc.FDSE-15.7 < x CP-13 OR CP-14 CONNECTION DETAIL 30'.4L:50;60,71 8C 4C'C.C. 18 1 PC.FDSE-?1.7 3./,pc.FDS-13.7 ' o DCvrN5P0UT CLIP FDC-2 100' 20 1pc.FDSE-13.78 Y pc.FDS 13.7 * < :)c I COLUMN 6=c„ac.mAx. 12` 3C'O.C. 22 1 .FDSE 5.78 c.FDS-13.7 = _ ';� NOTE: BLIND RIVET 130;14 ,150;Fi 13C' 25'O.C. 2C 1 Dc.FDSE-1.,81 .FOS-i3J• "+d- I TURN OFTHE NUT TIGHTENING FOR ASTM A-325 180: __.240;8250' 2C'�.C. 26 1 pc.FDSE-3.78,1 .FOS-13.7 ■ cc • . �: - HIGH STRENGTH BOLTS 2 n; '' 28 1 .FDSE=5.7&i .FDS-13.7' 10 1 t :.: 8C:_v_ 32. 35C:8 3 3 1- O.`. :•� - ANCHOR'BOLT ALL BOLTS IN THE JOINT SHALL BE INSERTED AND 4x5 D�:"ANSPOUT 420'a 450' 10 O.C. 30 .1 DC.F - 15.781 pC.FDS-15.7* E x BASE a'. TIGHTENED TO "SNUG TIGHT' POSITION THEN EACH PLATE . ... NUT MUST BE GIVEN AN ADDITIONAL 1/2 TURN PAST IBOLT AND FASTENER SCHEDULE THE 'SNUG TIGHT' POSITION. 2-BLIND RIVETS slz TYPE REMARKS TENSION _SS. CABLE OR ROD BRACE DETAIL DEFINITION: "SNUG TIGHT' IS DEFINED-AS THE TIGHTNESS ATTAINED SIDE'.ti'ALL PANEL `} v„ =STM A-325 H;GH TENSILE ^�1-Y�"�HIGH TENSILE WASHER 12.05C BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL BLIND RIVET ¢x 2 d'� do 12,05C AT COLUMN TOP AND BASE EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. /;"c x 2' (j0 — 4'm HIGH 'ENSILE WASHER 28,400 SECTION THRU DC)\n'+��I'OUT do 28,400 f2 HEX-:JEA_ i-YPE AB) SHEET METAL SCREW' x 4" B_!LD RIVET OR .4 x3/4' SHEET METAL SCREW SCALE NONE DATE ptAwH BY: PM.T. 9-1-c""? TYPICAL SECTIONS & DETAILS a..w. 3. GENERAL REVISION RDD M.M. 10�13 FOW GIRDER COLUMN Ao: soam� 2. GENERA REVISION ROD M.M. 7 °£OCm sy' H.G. t1-10-67 BUILDINGS 1. ENEF-A R-VISICN 'REDRAWN �.?H r?M.T. 3272 OEM"AP'D. er:J.W.N. 1+.-13-67 DRAWING LREVISIONS MADE CKD. DATE NO. REVISIONS MADE CK'D. DATE No. REVISIONS MADE CK'D. DATE 'SSU DATE: '.-'-58 NUMBER EM-7—F-1.1 3 �. .. .., .... .a..: ..__ .._. .. _. L _y ! ._.• - :. __ Ya �..�.. �nit..:ram__.,_�� SASE ANGLE FAS'ENERS -ROOF PANEL I q 'I / I I I � � gAE aN•o�E-� _�_ � --- - - -1------- --- I a P N \ .,I BASE ANG E'BA 2C r -25 c B x".4'H - ASE •.N�_ES rh S' BE COPEC,AS SHOWN IN Q BCkT � e �� 'N�_E DE'A . _IL,AT COLUMNS. WHEREVER ! -TAPERED GIRDEk &.NE"ESSARY. SECTION A A� -RA E BPACES ARE ON O'.E S'1E OF 7A�EkEU G,RDE- ". ALL —C1RNLR BASE . LF (' bc) �1 FRAME BRACES 'VULL; BE MOI.r.'E- _'a T:•E !;A E S,DE C: GicJcR� FOR SES- ,., EAkP'.CE(PRE EkABLY at.AY FR:•,., FRON-OF • FRAME BRACE DETAIL BASE ANGLE DETAIL CL' I WALL PANEL W'AL_ �_!.EL 0xl)q'H.T.BOLTS 12 x14BOLTS H T.BOLTS z`Cxl<n.'.E3OLT5s"! I I - ;IEL I IL-GIRT L-GIRT CLIP:NCP-10 LINER GIRT CuiP.NCP.10 GIRT CONNECTION DETAIL GIRT COLUMN DETAIL AT COLUMN WITH LINER PANELS SIDEWALL GIRT I /-SIDEWALL GIRT I IJ / E'.;.,. -COLUMI. �_IP:`P-rj SIDEWALL PANEL- , j SIDEWALL PANEL I "A. . kA=TLk - Y24pxl:1H.T.BOLTS SIDEWALL LINER HANEL ENDWALL RAFTER-� @xl?gH.TBOLTS I I , SAVE STRUT-- 2 Cx'q'N.'.3OLTS GIRT CLIP:NCP-10 -�t �1-� INSIDE CORNER FLASHING i-%Z�xl q'H.T.BOLTS GIRT CL!P:NCP-10 BLIND RIVET-,2'O.C. CORNER COLUMN CORNER COLUMN -- ENDWALL GIRT ENDWALL LINER PANEL _ n E _ -- —-- y GIRT CL!P:NCP-11L A TH!SCCi<NER ---- ------- GIRT CLIP:NCP-?1L + -- -------- 3.,..d, � .,- 0 - C,.2`H.T.BOLTS NCP-11K OPP CORNER THIS C�RNER - NCP-11 OPP CORNER o 3igOx2' H T BOLTS 1/2'4 BOLTS A r - %2mx'YgH.T.BOLTS� t CORNER COLUMN--' INTERIOR RAFTER SPLICE R:D _E --- A COLUMN d A CORNER FLASHING ENDWALL PANE;. ENDWALL GIRT l-ENDWALL PANEL V 'T CORNER FLASHING CORNER COLUMN IN•ERIOR COLUMN � ' #12 HEX HEAD SCREWS o 12`O.C. DETAILS FOR COLU,'.?N AND BEAM ENDWALL a CORNER DETAIL CORNER DETAIL WITH LINER PANELS GENE W : frONE DATE 5. RA E M.M 3 - SCALE 4. GENERAL MVP E C. 57 `- -- t c DRAWN ar P.M 1, „-1a-68 TYPICAL SECTIONS & DETAILS - - - -- MISC 3G �_. 3 7c I _ E':. A. 't - P,' q i 'tHE r HONARD I,12-3 !JE for .....i DFLE . AvE STRUT EXTENa CN k �. , 2 a DESIGN APr'D er J.41'N. i2 q GIRDER COLUMN BUILDINGS E� 7 G .c - - ----------__ _ - DRAWING _.-._ -_-_ r r r I c Cn - NUOIRFR — — — 1 5 '� I SIDE'VALL PANEL EN[ t.__ INTERIOR COLUMN � �SE AN LE,S _.VALE) BASE ANGLE FASTENERS � EA 1C F 2C' P- (D4 CC.(NOTBYA.B.C.) BA-12 FOR24 aL'S -ROOF PANEL --— -- I CORNER COLUMN � l ''•�'- BASE ANG�= -- -----PURLIN l2QXl4 _ ,,,rS q -BASE ANGLE BA 10(ENDWALU �ea I I. o. m XI4* - T- BOLTS /, LFRCME BK CE N T I• / BASE ANGLES MUST BE�OPSD AS SHOWN IN CGORII R SECTION A-A W H T BOLTS BASE ANGLE DETAIL,AT COLUMNS WHEREVER BASE I," TAPERED GIRDER NECESSARY. tiGLE EE (FBC) FIR FRAME BRACESBSHOULD E ARE O"nCUNEEDI ONOTHEA S ME SIDE CF DER OGIIRL--ER`L FOR BEST APPEARANCE PREFERABLY AWAY FRCM FRCN"CF BU.LDING) LEAN-7D BASE ANGLE DETAIL LEAN-TO FRAME BRACE DETAIL WALL PANEL WALL PANEL 1'mx14• H T BOLTS tipmxIy H T BOLTS J2O X I,H T BOLTS Y2 m x l4 H T BOLTS I i I 111 I 1 GIRT `-GRT CLIP NCP-10 \-LINER PANEL GIRT CLIP NCP-10 COLUMN COLUMN LEAN-TO GIRT CONNECTION DETAI_ GIRT DETAIL AT COLUMN WITH LINER PANELS EAVE STRUT FOR LEAN-TO x2" HT, I' BOLTS - 4 x 1 q SIDEVVALL GIRT FIELD DRILL HT BOLTS I SIDEWAIL GIRT I COLUMN CLIP CP-5 I I FENDWALL RAFTER , I I SIDE'vVALL PANEL I SIDEAALL LINER PANEL { SIDE WAIL PANEL- I I �km xlq H T BOLTS NC7WALL RAFTER 4 H T 130LT` �; %Ox14• H TBOLTS EAVE STRUT GIRT CUP NCP10 I• GIRT CLIP NCPAO i -- •II INSIDE '_'ORNER FLASHING �r�mxl4 H T BOLTS CORNER COLUMN CORNER COLUMN ____ r #12 SCREWS-170C �2'mxl4 HT BOLTS ,ENDWALL LINER PANEL �_ -�ENDWAL GIRT CUP TJCP-11L- ENDWALL GIRT j RAFTER THIS CORNER --- - r - - NCP-11ROPP CORNER ==___ ------------- - --:---- t -- -------- TIRS LIP NC 11L - - -- -_--- �x2 HT BOLTS ° 34"Ox2 HT BOLTS 4,px2" HT BOLTS NCP-11R OPPCOPNER i. COLUM N 24 x14HT E30LTS r,. OFLW C mxl4 , 3C ♦ CORNER cc_MN- -INTERIOR RAFTER SPLICE COLUMN r iL LEAN-TO RIDGE LASHING -ENDWAL- WE "RI.E - ,_ _ PANEL CORNER COLUMN NTERIORICOLUMN ENDWALL GIRT *12 HEX HEAD SCREWS 12 O.C. LEAN-TO DETAILS FOR COLUMN AND BEAN' ENDWALL LEAN-TO CORNER DETAIL CORNER DETAIL WITH LINER PANELS FOR LEAN-TO SCALE, NONE DATE TYPICAL ECTIONS & DETAILS _ - - -I - - - FOR - DRAWN BY: M P M -6-69 L - S .F.. Laic ix I S - - - - -- ---- -- - - - -- - 5-70 2. GENERAL __ _ M.M. M.M. IOH q cI�cKEo ev:WA R. 1-1. EAN TO' E eN yBIIII'D Oe GENERAL REVISIONS RDD M.M. I ocswN nano.ev:GEG -16 70 GIRDER COLUMN BUILDINGS DRAWING Rom ' --- - -- --- I EM-11-E-3.1 NO REVISIONS MADE CK'D.I DATE NO. REVISIONS MADE iCK'D. DATE NO. REVISIONS MADE CK'D.!DATE ISSUE DATE: 1-2t�7O NUMBER •12 HEX HEAD SCREW BLDG.ROOF PANEL 7I MASTIC SEALER-`\ � -----j tj••QX1�HT BOLTS --�2'OXI'<H'BOLTS ;�"OX1�H.LBOL'S LEAN-TO ROOF PANEL PURLIN y2�X 14"H.T.BOLTS 3,. 3,. E.. X1V HT BOLTS COLUMN OF BASIC BLDG. PURLIN (� LEAN-TC -.:� BE.:�'—� ROOF BEAM IRT CLIP NCP-10 I N.T.BOLTS ----- ----- ---_ -____ - _____- '------- - i SIDEWALL PANEL OF BASIC BL�G- GIRT OF BASIC DING H.T BOLTS I•� LEAN-TO GIR? I %p'�X1♦ H.T.BOLTS 1 .. I• i,• �.__t t' t.�tXIVH.T.BC.- PURLIN /2 QX 1♦ HT BOLTS �- _ %2'�X 1♦ H.T.BOLTS PURLIN /p'�xl♦ H.T.BOLTS DETAIL OF ROOF SHFFT LAP ROOF BEAM `Ru�F BEAM f�—ROOF BEAM _ T -�--Jr AT EAVE OF G.0 BLDG '•mX 14 H.T.BOLTS-—/ T-9j- LEAN-TO ENDWALL PANEL I GIRT CLIP:NCP-15 0�-6"LAP 3'-O•'LAP #12 SCREWSQ 12".O.C. INSIDE CORNER FLASHING PURLIN LAP DETAILS SIDEWALL PANEL OF BASIC BLDG. +14 HEX HEAD SCREWS,18'0 C. LEAN-TO GIRT CONNECTIONS NOTE- RAKE FLASHING RK-I �4' TAPE MASTIC ROOF PANEL TO SOEWALL OF TO PREVENT RUST SPOTS FROM FORMING GIRDER Cam' UMN ON LONG SPAN PANELS ALL SURFACES ex 3'■16 GA. GABLE ANGLE _-- --------------- PURLIN SHOULD BE SWEPT CLEAN OF ALL METAL(FASTXTO EA. PURLIN WITH 2-012 H.H.SCWS.) FILINGS DAILY, DURING ERECTION. CLOSURE STRIP LSP-O GUT TER CLIPFGC-6= *14 HEX HEAD S'-RE W ENDWALL RAFTER T-O"O.C. ENDWALL COLUMN CLIP CP-5 CLOSURE STRIP LSP-I s (FLANGES POINT UP THE SLOPE) d114 HEX HEAD SCREW ROOF PA�,E-_ 2 HEX HEAD SCREW-t7'OC ENDWALL INTERIOR COLUMN 11 MASTC SEALER ENDWALL COLUMN CLIP GUTTER CLIP (R SIDES SEALER CLOSURE STRIP:LSP-I ROOF Pt,'•=- CONNECTIONS MADE WITH iy GC-A 3'-0"O.C- BC-H SLOES UG SrX>w AR=�: 3. r12HEX HEAL)SCREW $X 2' HIGH TENSILE BOLTS. ROOF PANEL ENDWALL PANELS _ ;12 HEX HEAD SZREW GUTTER ROD BRACE CLIP CP-12 ENDWALL RAKE DETAIL GT-1 CLOSURE STRIPS LSP-I OR AP-I DELUXE EAVE TRIM -11 t7ECLOSURE'FLASHING R EAVE STRUT PURLIN DOWNSPOUT OUTLE #12 HEX HEAD SCREW I FDG-t EAvE STRUT BLIND RIVET CLOSURE STRIP LSP-O OR AP•O GUTTER GT 1 0 cI"H.T. BOLTS � BEVEL WASHER SIDEWALL PANEL SIDE WALL GIRT 2 4 GABLE OR SIDEWALL PANEL RC,OF BEAM ROD BRACE GUTTER DETAIL DO FocPOT CLIP— H.T.BC TS TAPERED GIRDER SIDEWALL PANEL DOWN PCT CLIP EAVE DETAIL WITHOUT GUTTER CUT WASHER WEB PLATE FDC-15®ABT. COLUMN-•'\ VCABLE OR ROD BRACE 4'-0'OF 2-BLIND RIVETS 4X3 DOWNSPOUT - co!uMN CABLE OR ROD BRACE ' BASE ANGLE SIDEWALL PANEL -13 OR CP-14 CONNECTION DETAIL FINISHED FLOOR 3X4 DOWNSPOT FINISHED FLOOR BASE ANGLESIDEWALL PANEL ,..o_ p':o'8L',ND RIVET —� HOR BOLTST -. o °;I - BASE.PLATE NCHOR BOLT SECTION THRU DOWNSPOUT DOWNSPOUT DETAIL BASE DETAIL ' GABLE OR ROD BRACE DETAIL ,AT COLUMN TOP AND BASE =BOLT AND FASTENER SCHEDULE_ I ' TE SIZE t TYPE REMARKS TENSION LBS _.-___ TH= NUT TIGHTENING FOR ASTM A-325 HIGH S`P='f`H BOLTS 1/2"0 X II/4" ASTM A-325 HIGH TENSILE //" HIGH TENSILE WASHER 12,050 r-S T'�Orl_ :ON IN THE JOINT SHALL BE INSERTED AND TIGHTENED '5'yS '�GHT" THEN EACH NUT MUST BE GIVEN AN ADDITIONAL TURN N cc"L'.D THE 1/ " X 2" d0 d0 12,050 _._G TIGHT POSITION. 1 ,m X 2" do do 12050 _- DE-=INTION HIGH TENSILE WASHER 26,400 S'.,G TIGHT" IS DEFINED AS THE TIGHTNESS ATTAINED BY A FEW' 'ENACTS OF m X 2" do - a' ;NARY /4 p X 2 � � 2ft400 Ar. IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN C #12 HEX HEAD(TYPE B)SHEET METAL SCREW%3/4' SPUD WRENCH. BLIND RIVET OR*14% /4 " t-E _. scA1eNONE DATE TYPICAL SECTIONS & DETAILS — - --- — - - -- HIE - - - - — auwN sY:W WH 8-7-69 --- FOR GIRDER COLUMN ----- 2 GENERAL E W4M� 9701ECI�D 6f:WA.R. -1570- DESIGN APP-D.BY:D.EG •-16-70 DRAWING. _ _1 GENERAL REVISIONS -V-P LEAN-TO'S EM 11 E-5.1 2 NO. REVISIONS MADE CK'D. DATE N0. REVISIONS MADE CK'U. DATE 101 REVISIONS MADE CK'D. DATE ISSUE DATE' 1-20-70 - NUMBER I ! I ROOF PANEL - � L SP �, - j OVERHANG BEAM I — FEC - 1 SAVE STRUT I ! LSPPO or AP- CANOPY STRUT I I 1 — FSF FSF- 6 SOFFIT PANEL I I RAFTER SIDEWALL PANEL I COLUMN } r N NOTE ALL BOLTED CONNECTIONS ARE WITH 2 X 14 T. BOLTS `N I C`JE WASHER EXCEPT BEAM TC BRACKET CONNECTION WHICH REQUIRES FOUR (4) 3'¢ X 2• H. T. ECLTS W/ ONE WASHER. t 1 i s 2 OWN. DATE Poo SIDEWALL OVERHANG KEN 12-16-74 i CEO. DATE -.,,� SECTION THRU GIRDER COLUMN Arrr. DATE .I.RZCAN ^„ BDZLDI G'' — — ^ - REV. NCl . EUFAUTA COMPANY AIAEAMb D M-13-15,4 t, I i r OVERHANG WIDTH 5=0" MAX BLOCK OUT CORNER 6 COLUMN >r INSTALL 5X 1/2 X 0=8 SPLICE ,,A„ - W8X 10 BEAM u c N� - - 5 X 1/4 It trANOPY STRUT BEAM SPLICE BOLTS 3/4�X 2 ALL OTHER BOLTS 1/2 0 A 4'�A SECTION THRU OVERHANG @ G.C. CORNER COL. 12 . 5' 5, 1/2 H.T. BOLTS 4 4!4' Ire lye. EAVE STRUT N -' II 11 N CO I 11 I i �N !I t t 11 Go _ t R SX 1/2 X 0 10 I I II \-R 5 X 1/2X 04" 3/4 H.T.BOLTS �I (BLOCK COL.) 1 !i CORNER COL. SECTION A-A ' Dwit DATE GC S W OVERHANG' C[D. OAT[ I DETAILING PROCEDURE A►►Y. DATE EUFAULA All E;RICAN o�lt `o BUILDINGS — REV CPANY AlASAMA DM-13-15.52"a