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HomeMy WebLinkAbout0030 CIT AVENUE - 29894 , , : r• .} , FINISHED 2" 2• FINISHED FLOOR GUIDE ANGLES 2• 2 FLOOR NOT BY A.B.C.) • 1� FINISHED FLOOR j 41 ,. GENERAL FOUNDATION NOTES , , • r I T: AMERICAN BUILDINGS , .;;.•' I::- ___� _ �.,.. . . _,.,._ ,. COMPANY ASSUMES NO RESPONSIBILITY .., `„ , � '•.. n i .:' . , 1 .. .... +'. - Z ------ + ,;_, 'e ;.,, �;. OR .LIABILITY •. t. ,. 1 •::,, 3 O FOUNDATION, OR OR SLAB DESIGN,FLOOR N., . ', H, . .. 1 ,- _• _ ;, ., v, ., .;:,,, . ,�, 8, a G OR CONSTRUCTION. • :�` :, ,. � - -; '' : 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE TACTUAL JOBSITE. ' SPECIFIC SOIL CONDITIONS CDNS PRESENT A "° o t2'¢ANCHOR BOLTS ` 3. FOUNDATION IMUSTNBE�DESIGNED FOR THE APPLICABLE REACTIONS AS !tm ANCHOR BOLTS OUT OF THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RE CONCRETE SIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS (BEYOND) LOADING CONDITIONS.THESE REACTIONS REPRESENT THE MAXIMUM DESIGN RESISTED BY THE FOUNDATIONS. LOADS R O BE BEYO r DSt 4. REINFORCING BARS,WIRE MESH,ANCHOR BOLT SHEAR ANGLES, TIE RO DOOR ALTERNATE SLIDINGGUIDE a •.. _ , _: _,-, , rl , _.. ,,.- rr , � AND/OR HAIRPINS(HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED.INTO y r j; SECTION "B B SECTION C C SECTION "D D THE FOUNDATION DESIGN.COLUMN BASE HORIZONTAL THRUST ACTING IN CON- f' N WITH LE - , ICAL PINS,TIERODS BUTTRESSES:,•. ,._ .:. •. . ,. .,_.., _ . ., .,.,..• ,, _ ,.. .-,. ..., ,: :, I ESSES OR COMBINATIONS THESE BE RUST ESE O OTHER DEPEND- ABLE - 4 ,. ABl MEANS. , ,,;,`•. .,. .. . . .. ,...,. : ...._._. •..• ..,, - ,_ _ } ,. u SHOULD EXTEND A MINIMUM OF 6 INTO NATURAL'SOIL,,, ,t ,;. rt .:.,.„:: ', ;. .:. - •_, ,,.: ,: , ,,., ,, • a� • L,OR WHERE•:.'e. ..,.- , ,, - ,-. - •., ... FILL IS USED, THE FILL (MUST BE PROPERLY COMPACTED AND THE FOOTING *ANCHOR BOLTS x0=6" "g.a Y �h SHALL EXTEND TO NATURAL GRADE.IN ALL CASES THE FOOTING SHALL EX- TEND AT ASTLOCAL LI � 1 ♦ ANCHOR BOLTS x O`-, 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED IN FOUNDATION BASE ANGLE FASTENERS (NO'` „� i WALLS AND SLABS MIDWAY BETWEEN COLUMNS.(NEVER AT COLUMNS I ! ' BY A.B.C.) (MINIMUM 1 1 ANC CONCRETE ANCHOR BOLT 5-O" 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL,AND gA LE O.C. MAXIMUM SPACING OR SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE =is EQUAL BY OTHERS) - - - - - ON DIMENSIONS WITHIN THE GROUP SPACING FOP AN INDIVIDUAL COLUMN. z a .. i I i 1 ALL OTHER DIMENSIONS SHALL BE WITHIN!a INCH. r 2 1 2 , 1 , 8. COLUMN.BASE PLATES'ARE DESIGNED NOT'TO EXCEED THE ALLOWABLE 2 1 ; 1 BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE ' ro _ D ' A 2 STRENGTH OF 3000 P S.1.AT 28 DAYS. • :. :-.,< • , - .. .. . .: <' . ,.:: ,,. .. ._.. ..-. ;-•. 9. UNLESS EXPLICITY NOTED OTHERWISE ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS OTHER MATERIALS ,. ,.•• ,. ...-e€.n b ,.....r ,,..; - ,..,_ ,.: a r LS AND LABOR SHALL..BE.SUP- tj D PLIED BY THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD 'BE AS SHOWN AND CALLED FOR, INCLUDING PRO- j JECTION FROM CONCRETE,DIAMETER,AND QUANTITY. 2" NOMINAL DOOR WIDTH 2• 4-2" 4-0" 41-2� 11. BOLT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EMBEDMENT IN- -4 r TO THE CONCRETE FOR THE BOND STRENGTH(WITH OR WITHOUT HOOK) TO ODOR WIDTH ' 12'-4" L DEVELOP AT EAST. 75/• OF THE ALLOWABLE TENSILE CAPACITY OF THE BOLT,AND IN NO CASE SHALL THE LENGTH BE LESS THAN 20 TIMES THE J BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT STANDARD SLIDING DOOR LAYOUT NOMINAL DIAMETER OF THE BOLT UNLESS OTHERWISE NOTED.:. r — 12. ALL ANCHOR BOLTS SHALL BE ASTM A307'OR EQUAL IN ORDER TO CONFORM A.B.C. DESIGN ASSUMPTIONS BASED ON ALLOWABLE STRESSES .GIVEN IN i THE MANUAL OF STEEL CONSTRUCTION,8th EDITION, A.I.S.C. 1980,SEC- TIO N t 5. . t t I • pp `l DIAMETER LENGTH PROJECTION I � I 1 3 4 1.- t� �• 3• 2. 1 Q 2• Z 6• { 1" 1'-9' 2" t f 0• ie 2-0• 2V 2,-0, 2}. i _. ..., r. y w , • ... :: .. .. :..y. ..::,. .. .. ,., -.'.,.. .-. . .. M N. : . 1 L_TENSION PLATE (AS REOD.) `*; SCHEDULE OF MINIMUM RECOMMENDED RECOMMENDED ANCHOR BOLT DETAIL ALTERNATE ANCHOR BOLT DETAIL ANCHOR BOLT LENGTH _ SCALE: DATE GENERAL FOUNDATION NOTES w DRAWN BY: ., EU - LA ,Al/1DAMA'.. TION IN S 10-84 CHECKED BY: 1 MARK NO. REVISION ONLYIKE MMCS-83 DESIGN 4-83 GENERAL CONCRETE DETAILS DRAWING REv.No. t _ - NUMBER FN::. 1 2 t{ NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MACE CK'b. DATE # z ., y�- GaJdF-W �L.,t�vf�:4a1.:�.9kw.1!:J"BdP.ariftt.{I ZCYa�.Ta�.��.3u a t rX aN... .._ . Akt :, 'd:.�•.:,:G�.v.,t.�.Anrt..,:a�_.�,.,,.....:.strati•Yi�i7G`ati:6(rdr7�.crw ..ax,�a�r.;:�Ai.e,...`�.dux.,".,ust,�:ec:�=s:.L<.:s•.:.::�:�`:=az.Y.ma.�a..,� 'a,. -'�._.<.�,,,..�'s:+�crut+.- �.,.�-.:..a�..."n.•a+�.au::y�ik�.Asa'wtls•:wrNa�`.ti..Hsu'�r..sYits3�a6+�'1i'i.iY,d..-. :�+ :a.,��3�:$r'i� :2lt.t+'3��:Ir^:p,�-�`aan-', 'i.!$:: �s. ..:Cs. .....±'� M _. _ t ax;, : F • - I , 3' 'ItIX 11 A-307 BOLT PASS GIRT R S HE PURLIN OR BY /2 SAE WASHER PE BOLT Ip X 11 A-307 BOLT ft 1-6 1-6 W/2 SAE WASHER imX 11 A_07 (TYP.U.N.) BOLTS W/2-SA6� PURLIN OR GIRT - WASHER PERT 1 L f' x BOLT (U.N . BASE TRIM FASTENER 1 F F F (BY OTHERS) 1 I 1/4- m CONCRETE ANCHOR (MIN.) , ,I } ' ,` - ' . . •• ,5'0 0 C. (MAX.) ` R!G 10 FRAME RAFTER x I ' - ORRLIN GIRT 18 GA. PRE—FORMED Z� X li A325 BOLT z�X lA A 307 BOLTS WITH WASHER z4IX 1; A325 BOLT Z�X I�. A307 W/2—SAE WASHERS PER : ROOF BEAM 2 WITH WASHER BOLTS W/2—SAE BOLT• WASHER PER BOLT (U.N.) OR COLUMN • X 9 1/2' PURLINS AND G1RTS USE k o . ^ M RAFTER OR COLUMN :` A-325 BOLTS WITHOUT WASHERS FRAME BRACE T SECTION THRU FRAME 2 PURLIN AND GIRT CONNECTION PURLIN AND GIRT CONNECTION a "' o� I-9 LAP AT FRAME LINE o� oT SECTION THRU BASE TRIM oT AT FRAME BRACE 3-0 LAP A-T FRAME LINE , , I 1 _ A325 BOLTS zzmX 1l A307 3/a' 3/a- _ I, r � INSTALLATION. Y - z'3 BDLjS W/2-!'SAE - I - - _ TURN OF THE NUT METHOD A METHOD FOR PRE-TENSIONING MIGM-STRENGTH BOLTS,• fr ": - ;: THE NUT 15 TURNED FROM THE SNUG POSITION CORRESPONDING TO A FEY _ WASHERS PER BOLT BLOWS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY pmX 1 A3O7 SPU . RENCH, TH MOUNT OF ROTATION REQUIRED BEING A FUNCTION OF THE BOLT ( r DIAMETER D LENGTH. • BOLTS W/2-SAE 1-112 WASHERS PER BOLT (U,.N 11 PER SECTION 5 AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 NUT HEAD • OR A-490 BOLTS. RECOGNITION OF TORQUE CONTROL METHODS IS WITHDRAWN 3-3- SIMILAR„ A307 MACHINE BOLT SIMILAR S ANCONDITIONS. OF.TOROU - 0-TEN R SEEMINGLY a ' BECAUSEF THE LARGE VARIABLES T 5 N RELATIONSHIP H P F ,. :�: , ,. r -r F .. -,... .":'::.,:. •,.. .. .:':., ,, �' ,, _-. '.- - � .r.. +.:. , - MOTES. BOLT A-325HIGH TENSILE BOLTS WILL HAVE A DARKER _ 'FINISH THAN A-307 BOLTS. • '-^ "_- - -`- 2. MERICAN BUILDINGS COMPANY NOR ITS SUBSIOIARIES 4 + 7/B ] -. - ASSUME ANY RESPONSIBILITY f R_ `Z WILL NOT AS U E 0 IMPROPER BOLTLOCATIO t ` 3, SPECIAL NCARE MUST BE TAKEN TO INSURE CORRECT PURLIN OR GIRT PURLIN OR GIRT - 1 A]2f MANUFACTURERS BOLT WILL BE INSTALLED IN ITS PROPER LOCATION As 2 mX I A3OT ——— —— 1 .. SHOWN ON TH15 AND/OR ATTACHED SHEETS OR NOTED ON \ / IDENTIFICATION ERECTION DRAWINGS. SYMBOL •. USE 1/2' DIA. OR 3/4' DIA..H.T. BOLTS W/ ONE BOLTS W/2-SAE I M.T. WASHER AT ALL CONNECTIONS HAVING SLOTTED - WASHERS PER BOLT - PURLIN OR GIRT HOLES. l S. ALL A-307 BOLTS REQUIRE THE USE'Of TWO (2) SAE-1 • 1 1 ' NUT HEAD WASHERS PER BOLT. RAFTER OR COLUMN lox 1, A30 BOLTS N/WASHERS r----- . ------r-1 RAFTER OR COLUMN A3U5 HIGH TENSILE 8— 0�T e32� —— z 9 1/2' PURL 1 NS AND G I RTS USE 2-SAE' WASHER PER BOLT (U.N.) [_site—I` — REMARK TENSILE KIPS 1 NUT ROTATION (BLACK FINISH) - -1----- -- --r--- t---- - A-325 BOLTS WITHOUT WASHERS : I I/2 X 1 1/4 ASTM A-325 HIGH TENSILE 12.0 1/3 TURN ' 1/2 X 2 ASTM A-325 HIGH TENSILE 12.0 ) 1/3 TURN e e PURLIN AND GIRT CONNECTION 7 ASTM A307 A325 BOLT I DENT I F.1 CAT I ON ' 3/4 IXI 2 3/4 I ASTM A-325 HIGH TENSILE I ASTM A-325 HIGH TENSILE 28. I 1/3 TURN PURLIN AND GIRT CONNECTION oT % �_---1—_ —_j oT o� 0-6 LAP AT FRAME LINE I RAM IN 3 I I LAP AT ,F E L _E I ! - INSPECTION ' DOLTS TIGHTENED BY TURN-OF-THE-NUT METHOD MAY HAVE THE OUTER BEFORE FINALTIGHTENING, WITH THE POINT T ., -' VISUAL MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH MARS. .. ..:•' - vllox 1� A-307 BOLT .. HINT AFTER T UP TIGHT. W/2 - SAE WASHER(TYP) CAN BE MADE BY THE WRENCH OPERATOR WITH A CRAYON P ME BOLTS NAYS BEEN BROUGHT 'SNUG PURLIN OR BY PASS GIRT 7 THE SIDES Of BOLT MEADS AND NUTS TIGHTENED WITH AN IMPACT (3'-0 LAP CONDITION) BEVEL WASHER WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT : �. :' .:, - THE O THE FASTENER. GENERALLY, NO- E S E FURTHER N INSPECTIONCH HAS N APPLIED FOR BOLTS N 'BEARING-TYPE' W CONNECTIONS BECAUSETHE PERFORMANCEOF THE IN IN BEARING' •-g,- 1 CUT WASHER ROD BRACE IS NOT DEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACTING IS ADEQUATE INDICATION THAT THE NUT HAS " '„+:. - .: ,:.': :,,•; .•c. : -BEN TIGHTENED SUFFICIENTLY TO PREVENT IT FROM.LOOSENING`AND HEX NUTi' E OFF ACCIDENTALLY. ,ter 59.. ... ?" ♦ .;.' ._:.. '. ::J. , , .:.... ... ,�- 1 �t ..k � FALLING 0 COLUMN .OR RAFTE - _ WEB OF COLUMN OR RAFTER. t is , FRAME T r—RI R E RAF EI# ,• ,. ;,;,,, 'w, 1 BEVEL'WASHER • ,o ROD BRACE X 1� A325 BOLT ABLE BRACE D1 z1. WITH WASHER MUST 8E 24IX 14 A32S BOLT k USED 1N LIEU+OF A-30T r WITH WASHER .. w. HEX NUT F�!,_T FOR FRAME BRACE EYE BOLT 1 CONNECTION f CUT; WASHER--!• 1 +,s FRAM R ,+.•. , r .. ,., E B ACE _A AT.. P P. IRT5"US �: .:,, ,_. >, .....:,< . :.-, ,, _,. . X .9 l/2 U LINS AND G E ,..F: � , ,. ,: , :e... _. . _. _ .. e - _` CONNECTION TA s. .. >�...;.. .. ...,,:...:- ,, . .,-. ..t';: , _ __ .. .., _ - DETAILS T H R .,__ .. A325 BOLTS S.ilTHDU1 WAS E S DRAWN 8Y, _: i .. , >: I'.:,:,..• K r L.INCABLER01RACBINGE T > 1N T R F M 9 PUft TRIM '�. SECT' 10 H U R A E. CHECKED B ;. CABLE p❑A . AMERiCAN 'v ,I15Y8UILPIHG.=-..�:, -Y.,N� a CABLE BRA DESIGN APPD, 6Y DRAWING a N „ . D1 u : � AT FRAME BRACE a. r ... ,OI ... � r ,.... , _ ,. ;-,; NUMBER a:: a if .. , ::..: .. . ,: - '. w-,a .I .. r {- .. ,. .. •._.:+�..;4_.. a. .., m£ .: F�tY( •a -,... „,> r �..+c n..:. :.z .:,... ,:,,-: '. 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E EAVE FRAME + + AVE FRAME BRACE. .:...: . _ BRACE EAVE BRACE _ „ R F. RAFTER VV A325 BOLTS FRAME R.F. COLUMN ( ) i X 2 ,A-325 80t�7S « SPLICE PLATE D2 BOLTED RIDGE CONNECTION D2 EAVE FRAME BRACE DETAIL s SECTION THRU HAUNCH oz AT EAVE FRAME BRACE t e s . 1 , x I ' xZ�X I4 A-307 BOLTS W/2-5AE WASHER PER EAVE STRUT BOLT 1-6 1-6 d (4) z X l i A?�25 BOLTS I WITH H.T. WASHERS R.F__ RAFTER o PURLIN SHOP WELDED OR GIRT 1. EAVE STRUT BRACKET x z�X I' A-307 BOLTS W/2-5AE WASHERS PER ROOF BEAM R.F . COLUMN - BOLT OR COLUMN x 9 1/2- PURL INS AND GIRTS USE A-325 BOLTS WITHOUT WASHERS SCALES DATE EAVE STRUT CONNECTION TO COLUMN s PURL I N AND GIRT CONNECTION DRAWN BY, FRAnE DETAILS D2 D2 A M LRF i RF BUILDINGS EVFAIAA ly{�"t ALADAMA 3-0 LAP AT FRAME LINE CHECKED BY q rAMERICAN 9UILDING5 .? `• ,i + eFr , _ .i. DRAWING EV.NO nn •. - . + DESIGN APPD.8Y •T , � NUMBER Da -, ;- :.. :; .- ,.. ,.. .,_.:.:_ ..1 .�.sF .iS3..+ tom.• •.-+s; ' .ter, „ .. *'-:3rr,'"°t'-'k.�`* ^a,°�.,' -rsta.:-.� mw-.,.«v3„rt8 """gW Wh,r+:•r,- erau,. n:v•m�.- -°. - _ ,;.-;:.,m,<-'sv n+,z.-.s•nsr-"„'.'x,.q.+ ?-- —t' -._- ..sa': y . RAFTER RIDGE RAFTER „. SHOP WELDED 5TIF'FNER RIDGE RAFTER RIGID FRAME RAFTER SHOP WELDED RIGID FRAME COLUMN - STIFFENER tI• RIGID FRAME COLUMN _ -MIN. PROJECTION TT(4 - - ' SEE SCHEDULE (U.N-) IT FINISHED FLOOR i i I i i� (4) _( X 2 A325 BOLTS s0X 2 A325 BOLTS INTERIOR COLUMN i RIOR COLUMNI. R • sTsmFEWERCTYP, ( ) 4 X 2 - 1-4 ��- A-325 BOLTS \ •ANCHOR BOLTS ( ) i�X 2 A-32S BOLTS - ON 4' GAGE INTERIOR COLUMN D3 HAUNCH CONNECTION D3 BASE. DETAIL AT EXTERIOR COLUMN D3 BOLTEDWITHOUT TROUT COLU MN NCT I ON D3 INTERIOR COLUMN.CONNECTION DETAIL D3 CONNECTION AT RIDGE TAIL . 41r t (4) 3/4' ¢ ANCHOR BOLTS 2 (2) 3/4' ANCHOR BOLTS EAVE STRUT DED R i i INTERIOR COLUMN ♦% 1� A325 i i BOLTS W/WASHER K a. 1AAI6iFIN. FLOORA 6 AYE STRUT ii i i_ i— —i BRACKET 4)s�X 2 A325 BOLTS I I I I [ 6-.41, EAVE BRACEFRAME R.F. RAFTERERIOR COLUMN \ A 5' FOR 4' �, 5' ®.' OR 6' m COLUMNS ANCHOR BOLTS CENTERED A + 7" FOR B' ® OR 10- a C06UMN5 FOR 12' COLUMNS R.F. COLUMN ON PLATE . f , BASE DETAIL AT 03 INTERIOR COLUMN CONNECTION DETAIL 03 INTERIOR COLUMN D3 PIPE COLUMN BASE DETAIL �3 PIPE COLUMN BASE DETAIL p EAVE FRAME BRACE DETAIL. . I . 1 k ' : 1� A-307 11OLTS j I u/2-SAE WASHER PER , EAVE STRUT BOLT EAVE STRUT EAVE STRUT " - I-6 . �,'(!)X ,♦ a, (4)i6 X ,i A325 BOLTS, �\ f+ `' WITH H.T. WASHERS ♦ ♦ RIDGE BRIDGING CLIP BOLTS+ ♦ :�X 1� A326 y. B/ONE WASHER R.F. 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' � ( )i� X 2 A-325 BOLTS ," _ �; „� _ _77r . l ANCHOR BOLT ) a�X 2 A-325 BOLTS z BASE .DETAIL AT EXTERIOR COLUMN D4 BOLTED RIDGE CONNECTION ;" HAUNCH CONNECTION e h t EAVE STRUT Z 0 X 11 A325 BOLTS W/WASHER EAVE STRUT EAVE STRUT , RAFTER - } EAVE STRUT PLATE RIDGE BRIDGING CLIP I X I A325 PURLIN BOLTS ESP-1 Z W/ONE WASHER 1 P EAVE FRAME BRACE i URLIN ( ):� X 2 A-325 BOLTS ; i EAVE FRAME BRACE 1 ' EAVE FRAME BRAC _71 - ROOF FASTENERS _ -•1H.H. SCREWS _ 2 2 H e SECTION THRU HAUNCH oa RIDGE GI a EAVE FRAME BRACE DETAIL DETAIL AT RI BRIDGING CLIP Da p4 AT EAVE FRAME BRACE b r , -µ COLUMN GIRL L P GIRT CLIP(GC-I ) GC 's GIRT i ' GIRT ', , ,, � • + 1 E U . . i GIRT EXTENSION ANGLE (GEA-i) IOX 14 A307 s, BOLTS W/2-SAE',WASHERS PER BOLT 7 r DRAWN G C, LP4AME(30060 F'LS T 1 DU1lDINGS fVfAUTA A An GIRT CONNECT.I ON TO COLUMN ! �c, Pz, , .:• D4 CNECKE AnERICa A� BUt 61 kG5 _.A DATE e A AW NJHEJER� ' pE91 GW APPD. BY ,. R r{EY,NQ . p 1. ii,:. :-: n -. .. •, .. 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A325 BOLT - 20 X Ii A325 BOLTS ' WITH HASHER STRUT EAVE (2) p 4PX 2 A325 BOLTS r. (2)44)X2-A-325 BOLTS . ——^ -- ------------ O �W!3-H.T. WASHERS/BOLT - - i ' -- ------------------ =tee x � 4- 4 - --- x — --- ------ ------ --- ENDWALL INTERIOR CORNER COLUMN—,,, { J COLUMN (CHANNEL) ENDWALL RAFTER- (SHOP EAVE RAFTER ENDWALL SPLICE) , (SINGLE °CHANNEL RAFTER) tl ( RAFTER COLUMN CLIP csiNcu L7IAIME� *AFTER) ENDWALL RAFTER (SHOP_ WELDED) . CORNER COLUMN 2 ENDWALL RAFTER s EN'DWALL RAFTER ENDWALL INTERIOR COLUMN' — SPLICE CONNECTION DETAIL D12 SP.L I CE DETAIL �12 RIDGE -DETAIL O12 CONNECTION DETA-I L , • a - • -. , SIOEWALL { =•X 1: A-325 BOLTS I-0 - GIRT GIRT CLfP ENDWALL INTERIOR COLUMN FB-1 CORNER COLUMN GC-1 (SINGLE CHANNEL COLUMN) S. (FRAME BRACE) OUTSIDE OF it- I.- CORNER t _ C-1R i CONCRETE ----, ---- N W L RAFTER COLUMN (SINGLE CHANNEL RAFTER) CORNER GIRT- 2` (CLIP -(CGC-1) 11' -3/4' Ip ANCHOR �{ - ��• - BOLTS 14, X 11 i , . ZOX l,' A307 BOLT 1RT j j Br { y0 X 2 A325 BOLTS (2 REVD) • WITH WASHERS jl 2' PROJECTION (U.N.) EAVE STRUT i' A307 BOLTS 761RT EXTENSION WITH WASHERS ANGLE GEA-1 { ; z�X 1� A325 BOLTS (4 REQ'0) .. � W/ H.T. WASHERS ENDWALL GIRT GIRT CONNECTION DETAIL s EAVE STRUT CONNECTION CORNER COLUMN BASE DETAIL e p52D z AT ENDWALL INTERIOR COLUMN L 012 012 TO CORNER COLUMN CORNER GIRT CONNECTION ' I , , a - • , •.. .PURL I N I c , , e i SHOP WELDED PLATE WITH 8bL'f 0 X li A307 BOLT ;A7 ENDWALLENDWALL RAOFTERION WITH 2-SAE WASHERS/BOLT (SINGLE CHANNEL RAFTER) 9 PURL IN kDNNECTION- DETAIL -- - 012 AT. ENDWALL RAFTER .aDATE - ;,:. - ENDWALL DETAILS CU�AUTA� _ ..c ALA9AttA SINGLE CNANNEI. SECTIONS � .�,��}J, lFt; DA E CHECKED PY,, - AM tic col �'CcrnS 6;11LRlP�GS . UESu,N APMD,ar DRAW ING NUMBER a D12 • .. ,.4 ,. ,...„,.: ., . ,.-.. ,.. .._.a;,». w.: -• -:- a...b .., o.�. .. -,- -, '.' ,.:?�...�. .,,,a45r_.f3 +.aa,a.3i.e.;i:'t'3za�seba4?C$:..,d:s � _ .. ._ __ .....,.. __._.".� _ -- . . ..._ - Jcc,ild£;sae:�<.�.:�-efk«cs -..a......a..<,.-r....,ldua' ..z:zrf.c�.Lss�.3..a :hFFu.'cs's,•wAm�:rb''atwr.�da.•,A•a.�..,>mkn�w.l�,:a�' '"�3'...?l.,ti(ec..�'aa;ss,a.::c:$x:K,.x _ :f. _ _._.. _._. ..,�..ys,�.. _ _. _- �.a,.....,.::_. c,.:,.. _. ....,. _ .. �<.� .. ::, .. .. ....<:-.,. .. .,:::. - .:.. mil. ...:... ...5 -. ,. 77 PIN" - 4-'�.14 SELF-TAPPING, FASTENERS WITH ------ 2 BEADS GUTTER SEAL EACH LAP. ;r CAUL TO PREVENT RUST SPOTS FROM p '014 SELF-TAPPING ROOF FASTENER 1 FORMING ON PANELS,ALL SURFACES AT EACH HIGH Rib. DIE FORMED RIDGE CAP.-� SHOULD BE SWEPT CLEAN OF ALL METAL FILINGS DAILY DURING ERECTION �12 SELF=DRILL ROOF FASTENER � (LOCATE BOTH SIDES OF HIGH RIB) *12 SEL.F-DRILL ROOF FASTENER (T-0'O.C. CLOSURE STRIP LSP-O g LAP (WITH MASTIC SEALER TOP& BOTTOM) PURLIN WEB ALTERNATE RIDGE \ 1' LONGSPAN FLASHING DETAIL ROOF PANEL Al2 SELF-DRILL ROOF FASTENER (MANUFACTURES OPTION) w BEAD - �- MASTIC •� BEAD MASTIC RAKE FLASHING CAULK'' PURLIN PANEL LAP DETAIL CAULK < i ���� (3) ROOF FASTENERS i RAKE FLASHING RmE �C 1 'i BEAD MASTIC (10) 'e EACH SIDE RAKE CAP ." (3)*14 WALL FASTENERS GUTTER _t RAKE CAP DETAIL (OPTIONAL) ' I 14 SELF-TAPPING ROOF FASTENER ( 1'-6'O.C.) EAVE CLOSURE FLASHING 3'-0'COVERAGE *14 SELF-TAPPING ROOF FASTENERS (SEE SHEET SS-5) ' H . s FOR SHEET SIDELAPS 1=6'O.0 ROOF PANEL EAVE STRUT 1 DETAIL "A' 1-0. 1'0' T-0' '*12 SELF-DRILL ROOF FASTENERS TO STRUCTURAL. BEAD MASTIC s I FEL�END LAPS,EAVE USE 1 EACH IDE OF HIGH AND RIDGE. RIB AT CLOSURE STRIP LSP-1 WITH MASTIC SEALER DETAIL W 1=0' 1'-0' 1'-0' I rEXTRA FASTENERS AT EAVE TOP AND BOTTOM I RAKE FLASHING ql -LSTRUT END LAPS AND RIDGE] I F �I ROOF PANEL DETAIL GUT TER NOTE USE CORNER BOX REC.-1La MASTIC SEALER 12 SELF-DRILL ROOF FASTENERS FOR BUILDING WITHOUT LOCATE EACH SIDE OF HIGH RIB GUTTER. FOR MARK NO.1 ROOF PANEL GUTTER CUP�SEE CHART ONJ SHEET SS-5. (81 BLIND RIVETS +14 SELF-TAPPING ROOF FASTENER "` 1' TYP.LAP CLOSURE STRIP(LSP-I)- (LOCATE SO"O.C.) MASTIC•SEALER- �" FLASHING DETAIL AT EAVE GUTTER CUP GC-A (3=0'OC.) (FOR FLASHING -AK NO.SEE SHEET SS-5) *12 SELF DRILL WALL FASTENER • i CORNER BOX CAULK (2 BEADS) OUTSIDE CLOSURE (LOCATE 1'-O•) DRILL SIZES (ATTACH WITH 20 1, USE �`SHEETERS DRILL FOR*12 SELF-TAPPING FASTENER �e BLIND RIVETS) *14 SELF TAPPING WALL FASTENER AT PANEL TO STRUCTURAL CONNECTIONS 12 e BLIND RIVETS (LOCATE 1'-O') t. I- 12 BLIND RIVETS ' EACH LAP(TYR) WALL PANEL 2 USE a SHEETERS DRILL FOR I; BLIND RIVETS. EACH LAP(SEE 3. NOT REQUIRED FOR SELF DRILLING FASTENERS. GUTTER CROSS 2-�a BEADS OF GUTTER CROSS SECTION 4. USE�e`SHEETERS DRILL FOR*14 STITCH FASTENERS SECTION BELOW) SEAL EACH LAP RAKE GUTTER LAP FASTENERS A7 GUTTER LAP FLASHING - •; I BLIND RIVETS GENERAL NOTES .- • ,. „�. . 1 ALL ROOF PANEL SIDELAPS & ENDLAPS TO HAVE CAUTION CONTINUOUS STRIPS OF MASTIC SEALANT. (8)- �e BLIND RIVETS 2.ALL GUTTER AND RAKE LAPS TO HAVE TWO �� BEADS SHEETS MAY BE HEAVILY OILED AND SLICK OF GUTTER SEAL CROSS SECTION WIPE CLEAN BEFORE INSTALLATION RAKE FLASHING LAP THRU RAKE FLASH LAP_ SCALE: DATE DRAWN BY: FASTENER DETAIL FOR ROOF EUFAULA — ALABAMA 3 REDRAWN L.A. M W. 0-84 ! . 2 GENERAL- A M. MMc: 4-84 CNECKEDev: LONGSPAN PANEL 1 GENERAL MMc 2-83 DESIGN APP•D.BY: DRAWING FD-1 ac.3No. NUMBER NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE '7 .-. - .,::: - a -4...t•,z......aawa..•..r...s.:a' a:m... raw-.a6ax+ -�'� _ __ .tea..s-,_---- ------ ----- - --___-- - --- ------ _---------- -- __ _. - ., - .. ... � . >4. —RAKE FLASHING f RK-1 OR SRF-1 GUTTER a EAVE STRUT BEND ALONG DOTTED LINE l/ -- - #14 SELF TAPPING WALL FASTENERS --- 1'-0" O.C. CUT ALONG SOLID LINE � j � �-- ---,� - `1114 SELF TAPPING WALL EAVE FLASHING FASTENER 1'O O.C. —OUTSIDE 2O(OSURE STRIP (SEE E:D,m-._L DET>1L u 12 �� % AT RAKE) -� ( GABLE d '} 1 I �I GA E ANGLE I I ENDWALL GIRT SIDEWALL GIRT— GUTTER i RAKE FLASHING .—CAP FLASHING FCP-1 (4112 BUILDINGS ONLY) III I i ( ___4f14 SELF-TAPPING WALL FASTENER I WALL. FASTENER j ( I 2' O' OC „ r 4x5 DOWNSPOUT OUTSIDE CLOSURE (✓;P2 -0) I (1112 BUILDINGS OR LESS) I PURLIN 4 4 BLIND RIVETS ENDWALL DETAIL AT RAKE GENERAL_-NOTES. DOWNSPOUT OUTLET DETAIL I 1, CROWD OR STRETCH PANELS SLIGHTLY AS I,I i I NECESSARY TO MAINTAIN 3'-O-COVERAGE PER PANEL. CLOSURE STRIP LSP-I (EACH PANEL) 2 PANELS MUST BE INSTALLED SQUARE:WITH BASE ANGLE BUILDING FRAME. ROOF PANEL 3.PANEL LAPS STITCHED 2 0" ON CENTER WITH ; GUTTER +14 SELF-TAPPING WALL FASTENER. GT-1 *12 HEX HEAD FASTENERS DOWNSPOUT CLIP FDCr2 4 FOR FLASHING MARK NO SEE CHART ON SHEET a 6-0` O. .MAX s 55 5. a CORNER FLASHING BASE ANGLE CORNER -CLOSURE STRIP AP2-0 FCRA2-LENGTH FBC- BLIND RIVET EAVE STRUT I LOCATION: I DOWNSPOUT CLIP #12 WALL FASTENER *12 WALL FASTENER-SIDEWALL AND ENDWALL GIRTS, BASE ANGLE, SIDEWALL GIRT 4x 5 DOWNSPOUT EAVE STRUT AND GABLE ANGLE. SAME LOCATION FOR LLNER AND DETAIL A PARTITION PANELS. 4x5 DOWNSPOUT _ BLIND RIVETS GIRT, EAVE STRUT, I SIDEWALL PANEL - - - BASE ANGLE OR. - —SIDEWALL PANEL GABLE ANGLE BLIND RIVET: I ----- -- -------- --- -- DOWNSPOUT CLIP t ------ SECTION I THRU- DOWNSPOUT FASTENER LAYOUT BASE ANGLE EAVE FLASHING DETAIL A s (SEE SHEET SS-5 FINISHED FLOOR ----- 14 SELF-TAPPING WALL f FOR MK NO.) 1 FASTENER 2'-0" OC FIELD CUT DOWNSPOUT LENGTH AS REQUIRED ^14 SELF-TAPPING WALL FASTENER 1'-O" O.C. DOWNSPOUT SCHEDULE- DOWNSPOUT DETAIL �, DOWNSPOUT SAVE DOWNSPOUTS CLIPS FDC-2 10 1 PC FDSE 9.7 3 DETAIL B 12 1 PC FDSE•11.7 3 6 RIVETS AT FLASHING LAP DOWNSPOUT LOCATION P - OUTSIDE CLOSURE 14 1`pC. FDSE-157 3 1 BUILDING WIDTH LOCATION 16 1 pc. FDSE 157 4 30; 40, 50, 60 70 & 80 40 OC. 18 1 PC FDSE--13.7 &112 pc FDS- 9 7 4 �S - 100' 35 O.0 20 1 pc. FDSE' 157 &1/2 pc FDS-9.7 4 12O' 30'OC 22 1 PC FDSE-157 & 112 Pc FDS- 7 5 1 130; 140; 150 & 160' 25'0C 24 1 PC FDSE-15.7& 112 pc FOS- 9 7 5 DETAIL 0 CORNER DETAIL DETAIL AT EAVE 180; 200; 240'& 250' 20 OC. 26 1 PC FDSE.- 15..7 & 1 PC FDS- 11.7 5 _ II j 280,' 300; 320; 350'& 360' 15 OC 28 1 PC FDSE 157 R 1 pc FDS 13.7 6 420 & 180' 10 OC. 30 1 PC. FDSE'-15.7 & 1 PC FDS- 157 6 Ij SCALE.. DATE ¢u Au4A A AeAmA DRAWN BY, FASTENER DETAIL FOR WALLS � � `"' CHI,CKrr)BY ARCHITECTURAL PANEL 2 REf1�2P,v1N r �� Iit to tf,l ur 11C:N AP11 D fir. GRAWING t ._.. - z III NUMBER D 2 NO. REVISIONS MADE CK'D. DATE NO. tJ E.VhiC%NS IMADE.,CK}D. DATL Np. REVISIONS Ntr C)[.i Cp, p DATE:II ' .. ,. .. _ , .. ..._.:.= .-. _. ..- _ A..',.;.max.^..r s• " f' .S S .,-. ` :Lvsviie� ,.. : ". .. . ': :- .. ...... .:... .a.. •;. ....,. .K........ ..t....... - �.S may, ..:. -. ...,. :...: :' .. -.:.. _. ,.. ,. ... ,.. .:... ., .. ... .': --• .-. 1 ba.< ... -v.,w ... .».�.6ilida3. <cws$tw.i�uF�BSi.-fi __ .> .:,::. `°aasd.::rud..a..ss�w=.:a'. w `s ,�a-a '+ws.:�e `:its«sic-- �'+.sua�is,�s.x.�ts�.�:�:araL::•.,sfi�.a:,�.rayi's1Y pia `-x__ �.: �+, - __— ___ __—._. ..__.—__—._. __... -- -. , . :... r Y . . :, r .' 77 � ,,.., s, ,..., ._ ,. :. •. 6 I GIRT OVERHEAD DOOR SCHEDULE FOR LRF RF& LSS BUILDINGS D-1 EAVE STRUT -- JAMB SCHEDULE FOR DOOR HEADER SCHEDULE > 0 q AT EAVE OR BELOW EAVE DOORS a i JAMB CLIP " n i DOOR DOOR JAMB DOOR DOOR HEADER a I OD1 n HEIGHT t 1 I u N GIRT A 8' g WIDTH 8. 9 1 GIRT GIRT`• i fl 'I 8' ODJ8-9.4 ODJ9.5-9.4 ODHB-8 ODH9.5-8 10' ODJ8-11.4 ODJ9.5-11.4 10' ODH8-10 ODH9.5-10 -- - DOOR HEADER ; y 12' ODJB-134 2DJ9.5-13.4 12' ODH8-12 ODH9.5-12 I jl 9z DOOR GIRT =20BAYYSS 8'DOOR GIRT 14 ODJB-15.4 ODJ9.5-15.4 14' ODHB-14 ODH9.5-14 1 ri IF 9'i E 12 280 FOR 8' 12 28.0 FOR 25' BAYS JAMB CLIP 16' ODJ8-17.4 ODJ9.5-17.4 16' ODH8-16 ODH9.5-16 a II 9;Z 12 230 FOR 8'Z 14 23.0 FOR 20'BAYS 18' ODJ8-19A ODJ9.5-19.4 18' ODHB 18 ODH9.5-18 a i 2O' ODJB-21.4 ODJ9.5-21.4 20' ODHS20 ODH9.520 I COLUMN n 0DJ8-23.4 ODJ9.5-23.4 22' ODH8-22 ODH 9.5-22 F— u 'v 1 I a 3 COLUMN a � DOOR JAMB " 11 COLUMN ODt a COLUMN II W a a ; IRT DOORJAMB a q GIRT 4 a O GIRT e DOOR HEADER OO I a O - - - I p _ I GIRTGENERALa ; s No _ NOTES p � a q GIRT DOOR JAMB = DOMB GIRT 0 1.STANDARD OVERHEAD DOOR FRAMING TO BE FIELD LOCATED. CUT GIRT " h ((OPTIONAL) N STANDARD PANELS AND GIRTS AS REQUIRED. -_-T i rZOPTIONAL) �PTONAL) a _ 0 I�L-- __y__ 2.MAXIMUM HEIGHT OF,DOORS IS 2=0' LESS THAN NORMAL EAVE HEIGHT. __ _ ll-------- -- _-_ -•--�---------- --- - --+ -------� ---------- ' R --- 3.ALL STRUCTURAL CONNECTIONS TO BE MADE WITH12 x1q A307 BOLTS --1 y-------- `--------� 1__ ' 1 E ?GIRT a a h ---- . a r-------- a WITH WASHERS. M (OPTIONAL)ONAL) D1 i 4.JAMBS MUST BE LOCATED A MINIMUM OF 1'-0' FROM CENTER LINE OF i D y COLUMNS. . ---------_- q---_-- 5.FOR FLASHING AND PANEL DETAILS SEE SHEET * OD3. BASE ANGLE BASE ANGLE &DOUBLE NEST DOOR GIRT AT STANDARD GIRT WHEN REQUIRED. BASE ANGLE BASE ANGLE 7.SEE SHEET FD-4 FOR FASTENER SCHEDULE. } VARIES DOOR WIDTH VARIES VARIES DOOR WIDTH VARIES BAY SPACINGjl- BAY SPACING DOOR BASE ANGLE ,CAP-DBAC . DOOR FRAMING 'ELEVATION DOOR FRAMING ELEVATION M CONNECTION BELOW EAVE WITH JAMB '•• - WITH JAMB CONNECTION AT EAVE a (9�12 SELF DRILL WALL.FASTENERS , r 7 2 DOOR GIRT > o r EAVE STRUT = JAMB CLIP JC-8(8'GIRTS) �N (9)*12 SELF-DRILL I r '` WALL FASTENERS _- JC-9.5(91p GIRTS) ! EDGE OF. , .i --- 2' DOOR WIDTH Z SLAB � " JAMB CLIP JC-8(8• GIRTS) x1aA307`.$OLTS s '.e!>�, 2mANCHOR BOLTS JC 9.5(9� GIRTS) WITH WASHERS DOOR'WIDTH+4' ' (BY OTHERS) ZOx 11gA307 BOLTS L, WITH WASHERS ' I DOOR JAMB TYPICAL ANCHOR BOLT LAYOUT SECTION THRU ANCHOR BOLT LAYOUT OD1 i--------�� I DOOR JAMB 12x114 A307 BOLTS FIELD CUT AND FIELD 6 JAMB CONNECTION AT EAVE STRUT v WITH WASHERS OD 1 1 DRILL GIRT AT JAMB OD1 JAMB CONNECTION AT I I DOOR F_ ______ BASE CLIP(CP-9) a DOOR GIRT L I I _JAMB I . 1•� 1• 2 x 1aA307 BOLTS ANCHOR BOLTS EAVE STRUT DOOR GIRT I I WITH WASHERS (BY OTHERS) •' i i i I BASE ANGLE FASTENERS DOOR JAMB DOOR JAMB (BY OTHERS) ----------- __ JAMB CLIP ' DOOR JC-8(8'GIRTS) , ' (9) 12 SELF DRILL ; HEADER JC 9.5(9t"GIRTS) i i WALL FASTENERS JAMB CLIP I lu (9)*121 , I GIRT DOOR BASE ANGLE SELF-DRILL CAP-DBAC I J C_8(8'G�RTS) i WALL FASTENERS 2mx 1 a A307 BOLTS .' i i 12� x 1 a A307 'BOLTS 1 JC 9.5 92GIRT5 I I ;,F BASE ANGLE I WITH WASHERS 1. 1. WITH WASHERS DOOR JAMB 2@x1a A307 BOLTS (FIELD NOTCH) , ,. DOOR JAMB TWASHERS" WITH 2 JAMB CONNECTION 3 HEADER CONNECTION (�) GIRT CONNECTION AT JAMB oD1 JAMB CONNECTION AT oD1 JAMB CONNECTION AT oD1 oD1 EAVE STRUT i AT DOOR GIRT AT JAMB FINISHED FLOOR I SCALE: DATE _ - DRAWN BY: - OVERHEAD DOOR - EUfAULA1. i AlAlAMA CHECKED BY: - 2 REDRAWN L,W M.M410-8a FRAMING DETAILS i 1 GENERAL REVISION IKE M.M . 2 83 DESIGNAff'D.BY: DRAWING,- REV,No. (BY-PASS SIDEWALL) OD9 1 2 { NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADECK'D.DATE NO. PREVISIONS MADE CK'0.DATE ISSUE DATE: 4-82 NUMBER 1 a<, �- 6 D EAVE STRUT GIRT OVERHEAD DOOR SCHEDULE FOR GC,LP2,LP4 BSSF BUILDINGS 1 JAMB SCHEDULE FOR DOOR HEADER SCHEDULE I AT EAVE OR BELOW EAVE DOORS _ Il p JAMB CLIP DOOR DOOR JAMB DOOR DOOR HEADER d t' GIRT r HEIGHT 8"JAMBS 9.5 JAMBS WIDTH 8"HEADER 95HEADER t GIRT GIRT 8' ODJ8-9.4 ODJ9.5-9.4 8' ODH8-8 ODH9.5-8 10, ODJ8-11.4 ODJ9,.5-11.4 10' ODH8-10 ODH9.5-10: " - - J q 12' ODJ8-13.4 ODJ95-13.4 12' ODHB-12 ODH9.5-12 1 DOOR HEADER &D2 DOOR GIRT I'8�12-24.1 FOR8•GIRTS JAMB CLIP 14' ODJB�s.a ODJ95-15•a 14' ODHS-ta ODH9.5-ta 9.5 12-19.1 FOR961RT5 16' ODJB n.a ODJ9517.4 16` ODH816 ODH9.5-16 18. ODJ819.4 ODJ95-t9.4 18' ODH8-18 ODH9.5-18 20 ODJ8 21.4 ODJ95-21.4 20' ODH8-20 ODH9.5-20 ry COLUMN i 22' ODJ8 22.a ODJ95-22.4 22' ODHS-22 ODH9.5-22 N 3 COLUMN a a DOOR JAMB COLUMN 11 II COLUMN OD q GIRT DOOR JAMB 4 4 IRT d, PD GIRT p DOOR HEADER _ I i GIRT � g GENERAL NOTES: ui DOOR 1.STANDARD OVERHEAD DOOR FRAMING TO BE FIELD LOCATED CUT STAN GIRT _ GIRT GIRT DOOR JAMB _ JAMB GIRT I OD2 I (OPTIONAL) 4 DARD PANELS AND GIRTS AS REQUIRED: - OPTIONAL) �OPTIONALa L -A^ 2.MAXIMUM HEIGHT OF DOORS IS 2'-0 LESS THAN NORMALEAVE HEIGHT. --r r_ --_ r------ r-_ ` _- - -_- --- - ---- CONNECTIONS 70 BE MADE WITH 12mx11a A307BOLTS -- `-- - `--- :Y II - 3.ALL STRUCTURAL C 9 L7�- WITH WASHERS. (OPTIONAL) p 4.JAMBS MUST BE LOCATED A MINIMUM OF 1'-O'FROM CENTER LINE OF p h ----- -- COLUMNS. --- ----- ------ --- ---- 5.FOR FLASHING AND PANEL DETAILS SEE SHEET;OD3• BASE ANGLE BASE ANGLE 6.DOUBLE NEST DOOR GIRT AT STANDARD GIRT WHEN REQUIRED. _ BASE ANGLE BASE ANGLE VARIESOR WIDTH VARIES VARI WIT VARIES AYSPACINGDOOR BASE ANGLE CAP-DBAC BAY SPACING f DOOR FRAMING ELEVATION { Y DOOR FRAMING ELEVATION A WITH JA MB CONNECTION BELOW EAVE = WITH JAMB CONNECTION ATEAVE , (9)*12 HEX HEAD FASTENER DOOR GIRT 2 _ EAVE STRUT DOOR JAMB COLUMN N CLIP(GC 1L) CLIP(GC-1R) ' F JAMB CLIP JC-83 8�GIRTS (9 12 HEX HEAD GIRT GIRT I �JC-9.5(a 9.5 GIRTS ' FASTENERS ------ -- h -•- - (JC 80 --- 4' 2 DOOR WIDTH 2 , � t•m JAMB CLIP JC-9.5) �- )ZOic1a A307 BOLTS t ANCHOR BOLTS I WITH WASHERS t DOOR WIDTH+ 4 tk.F 2 12�x 114 A307 r (BY OTHERS) I I I I I I !WITH WASHERS i DOOR JAMB $ II - DOOR .I TYPICAL ANCHOR BOLT LAYOUT OD2 SECTION THRU ANCHOR BOLT ICI ____ �� JAMB LAYOUT -----.� , .., 1�� '4 6 t295x11aA307BOLT WITH WASHER 2 x1a A307 BOLTS FIELD CUT AND FIELD - JAMB CONNECTION AT WITH WASHERS DRILL GIRT AT JAMB 002 GIRT EXTENSION ANGLE(GEA-1) t JAMB CONNECTION AT DOOR GIRT DOOR --- -- 2�x11A307 BASE CLIP(CP 9) EAVE STRUT 9 SECTION THRU JAMB AT COLUMN OD2 -j ------- BOLTS- OD2 JAMB ANCHOR BOLTS I I WITH WASHERS EAVE STRUT COLUMN DOOR GIRT- BASE ANGLE FASTENERS -------- DOOR IP(GCJAM82L) GIRT` + I I DOOR JAMB j I DOOR JAMB (BY OTHERS) -- --- LE - - I I DOOR - DOOR BASE ANG JAMB CLIP I I I I I I I HEADER CAP-DBAC (JC-8 or JC-9.5) (9) 12 FASTENERS I I I I I JAMB CLIP I I I (9)#12 HEX HEAD I L I GIRT (JC-8 orJC-9.5)I! I ti FASTENERS t2�x 1a A307 BOLTS 12 OxlaA307 I I I I , WITH WASHERS" BASE ANGLE I BOLTS DOOR JAMB I 9x114A307 BOLTS (FIELD NOTCH) DOOR JAMB WITH WASHERS �xx1tdA30H80 T WITH WASHERS1: :I`. ! ITH WAS E S CUP(GC 1R) 2 3 4 JAMB CONNECTION AT JAMB CONNECTION AT SECTION THRU JAMBAT COLUMN 7 9A GIRT EXTENSION A OD2 JAMB CONNECTION AT GIRT OD2 HEADER CONNECTION O02 GIRT CONNECTION AT JAMB oD2 FINISHED FLOOR OD2 EAVE STRUT OD2 (FOR DOORJAMBS LOCATED 1-O FR M AT JAMB F MN O COLUMN) II . SCALE: DATE f /'�O EUFAUTA ` - . DRAWN BY: OVERHEAD DOOR r �-�� � A ADAMA. [NECKED BY: FRAMING DETAILS r ° DESIGN APP'D.BY: DRAWING REV NO. $ _ (INSET GIRTSB, ENDWALU � OD2 0 '� : 4-$2 • NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D,DATE ISSUE DATE: NUMBER . >-., ::: - . . .-. ::.. ,. .. ,:: ::. ,.;.._ _ - -.;;- .... ... :,. ;;_ n. . . .:- ,- ti...c.wc:».,..aaar,rJ.a,.�_.a3.,.... ., .,....... .._..._..... •�•�= .,_..._::. :- .-.., ,,..,; .,.e--"':. , ._..... ._, ,. _.: _ : ._.. ..k.:.._. -„ .:.. ,.., __ .. ::: __ ., a..rrw+ar sly..`,...+s.�,..e«-r,+z., sd.LLai�r?s»..�„��x::��?s;'w:,•..",s.€+.... ... -___.. _., - ... .a.itru:*,�..ex ss. mom,,..,-�.a..rr.. .«.�rraxa.::uui�u.:.t,«v,tw�v.2:.L. ,..+.t.v.S._,...,A.++vw.gs.•w7"MJ�..ir...�a+.w...4.�nwk,:h.w.•w.w,-�,� W+�afdwait4F•X�M.w.r...-.. -.. - ----. .----- ---_..---.. - -_- ----. _._ _ ------------ ---- -- _ 1 I I N i I 1 I 1 1 I I ' I •� HEAD FLASHING W HEAD FLASHING SCHEDULE i i i i DOOR JAMB FLASHING SCHEDULE WIDTH i j i FIELD SLIT PANELS 5; — 1 I I HEIGHT :�j 8' 1 PC. FDH2-8'-10'z i I AND SLIDE HEAD FLASHING i i 8" 2 PCS. FDJ8-842• ,. I I I BEHIND PANELS O r i z 1 PC. FDH2-10'-10z 1 I ' i I I 10' 2 PCS. FDJB-10 1' 1 1 12' 2 PCS. FDH2-6-10'z j 12' 2 PCS. FDJ8-12-V i 14' 1 PC. FDH2-8-10z& 1 PC.FDH2-6'-'O'z ' I 1 ~ B g I ' I 14' 2 PCS. FDJ8 8' 1'z & 2 PCS. FDJ8 6' 1'a _1 = 1 16' 1 PC. FDH2-10'-10'a & 1 PC. FDH2-6=1012 1 i ' ' I I 1 I W I j � 16' 4 PCS. FDJB-8'-1'2" 18'_ 1 PC. FDH2-11'-101z & 1 PC. FDH2-7=101i 1 _ i j I 18' 2 'CS. FDJ8-8�42 &2 PCS. FDJ8-10=1'z cr i I 20 1 PC. FDH2-11'-10'z & 1 PC. FDH2-9-10'z i O JAMB I I 20 4 PCS. FDJ8- 10'-1'i JAMB I i8 FLASHING I 1 I '• 22' 2 PCS. FDH2-11'-10'z FLASHING 1 I i 22' 2 PCS. FDJ8 10-1z & 2PCS. FDJ812-12' I i I 1 I I i 1 1 WALL PANELS BASE ANGLE DOOR WIDTH BASE ANGLE - I I , I SHEETING AND FLASHING ELEVATION 1 #12 SELF-DRIILL WALL *12 SELF-DRILL WALL FASTENER (2=0'O.C.) FASTENER. (2-'O.O.C.) DOOR JAMB 12 SELF-DRII L WALL DOOR JAMB 4AF r ` FASTENERS(2-0 O.C.) DOOR JAMB ` f DOOR JAMB I. DOORJAMB GIRT GIRT GIRT GIRT -- ----- ! _-------- IIE ------ — ---- --- WALL PANELDOOR HEADERARCH.PANEL ARCH.PANEL PONGSPANANEL SPAN ARCH. PANEL JAMBJAMB FLASHING NEL HEAD FLASHING FLASHING t14 SELF-TAPPING JAMB FLASHING SHING JAMB 14 SELF-TAPPING WALL FASTENER(2=0.O.C.) #12 SELF-DRILL WALL FASTENER FLASHING WALL FASTENER(2'0'O.C) (1'-0" O.C. 14 SELF-TAPPING WALL *12 SELF-DRILL WALL FASTENER (2'-O'O.C.) 412 SELF-DRILL WALL *12 SELF-DRILL WALL *12 SELF-DRILL WALL #12 SELF-DRILL,WALL FASTENER(2'0'O.C.) FASTENER(2=0"O.C.) FASTENER(2'-O'O.C.) FASTENER(2-O'O.C.) FASTENER(2-0 O.C.) SECTION A=A' SECTION "B"B' SECTION '8=B SECTION 'B'Q' SECTION'B-B SECTION 'E3'B" (SECTION (a ARCH.PANEL) (ALT.FLASHING LOCATION) (ALT. FLASHING LOCATION) - (SECTION© LS. PANEL)- (ALT. FLASHING LOCATION) INSIDE JAMB FLASHING FDJ6-12'-112 NOT INCLUDED IN STANDARD TRIM PACKAGE MUST BE ORDERED 1 SEPARATELY. SCALE: DATE ''• BY:DRAWN EUfAULA IALABAMA i —c.ly 3 REDRAWN LW T.G. I0-64 __ OVERHEAD DOOR FLASHING DETAILS '-�1 2 GENERAL L.W. MMC, 8-84 CHECKED BY: LONGSPAN & ARCHITECTURAL PANELS X¢ 1 GENERAL _L_W. M.M . 2-.83 DESIGN APP'D.BY: - DRAWING REV,NO. C NO. REVISIONS MADE CK.'D. DATE NO. REVISIONS MADE CK'D.DATE NO.. REVISIONS MADE CK"D.DATE ISSUE DATE: z-B3 NUMBER 'OD•� 3 .:: -: - .. -. :... ,::. ..: .... ..' .i ,: •.<..: :..:. ... :::. ..>: .. :., ,:,. - d:. .. �.,�r...rye,,..a....,,<..,mG.m�u..-....a.» __. _ .. ., ,. ._.,... .; .,.-... .. :.- ...-.,.:- ,.... ....,:...::.w..,w.�,.....-v:.»,.t.....-.:n-„k.............acne....,�.,h.......u_:�.....r.w.._ �,a..,�.wr�:,n-.:m.a..u�<.n..� . ':. '- ..�k>,s<r:A ...._v,.-�.ssx.,:.�.,.:,<.....w::�.,,:.�e...,.. ._....,... «.m-a:..,o.._«,:.:s.<.:._,.x.Ya,:..,« .a:..�...,,.t..yv:..;. -.,- ,;«:b .. ,......•.,,,. ._..«.,.. ...� .... .. ....,.. _._ -..._ _ -_... t .ICI 4 III A r I _ • 1 it k j r f \ -- -- _ - - — -- - -- -_ j , REACTION SCHEMATIC REACTION TABLE (KIPS) R LOAD DESC WIND A B C D DL + LL 2.7 24.6 -2.7 24.2 DL + WL L-R -3.3 -11 .9 -2.0 -7. 1 A C DL + WL< L-R 1 .9 -7.2 3.9 -11 .9 DL + WL + LL L-R -0.8 9.7 -4.5 14.2 t DL + WL + LL< L-R 4.4 14.5 1 .5 9.5 BI D COL LINES, 2-12 r 8 6 4 3 2 2 2 2 f, i rn ® 0 00 9@ FRONT RIGID FRM COL REAR RIGID FRM COL COL LINES, 2-12 i j WIND MAX . VERTICAL LL + DL E .W . REACTION . o•3 K .' MAX . VERTICAL WL + DL E .W REACTION . MAX . HORIZONTAL WL + DL E .W . REACTION K I* ? 1, - X-BRACING REACTIONS (WIND DIRECTION MAY BE OPPOSITE) � 3 i 1 t - , i i : I , , , . yJ E , , I I Dt, N NOT T X THE ALLOW- 1 A ANCHOR T A TH A 7 R R R T ARE G O E LL ALLBOLTS HA E S 0 A N O 0 S. FOOTING H xTEND A MiN nuN OF S INCHES INTO NATURAL $ COLUMN BASE PLATES E DESIGNED 0 EXCEED 0 2O S SHALL 3 O EOu L 1 DE , t THE BUILDING MANUFACTURER ASSUMES Nt) 'RESPt)NS1BtLITY DR 5 SHOULD E I _ , • M CONFORM N .. • R F THE �' MUST BE PROPERLY ABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMP CO 0 TO THE BUILDING MANFACTURER S DESICN;ASSUMPTIO � LIABILITY FOR FOUNDATION. FLOOR.` OR SLAB DESIGN OR SOIL. 0 WHERE ILL I S USED E ILL US E P. . A DAYS. A N ALLOWABLE R GIVEN N THE AN F -T COMPACTED AN THE FOOTING SHALL EXTEND TO NATURAL GRADE. RESSIVE STRENGTH OF 3000 S I T 28 0 S BASED Q CLO 8LE STRESSES GI E ! E MANUAL 0 STEEL I : CONSTRUCtION. C E 0 1 TH EDITION. A. 1 SECTION I .S. Z <a. IN ALL CASES THE FOOTING SHOULD EXTEND AT LEAST S INCHES CONSTRUCTION. 8 EDI i0 15 C 980 SEC 10 5 , rH RW TR �NOTED A M CT N EXPLICITLY Q EO OTHERWISE.!SE ALL EMBEDDED S U �V 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO BELOW THE LOCAL FROSTLIKE 9 UNLESS E Li N THE SPECIFIC SQIL,. GQNOITIONS PRESENT AT THE :ACTUAL -JOB URAL STEEL (INCLUDING ANCHOR BOLTS) OTHER MATERIALS, AND DESIGN LOADS ARE 27 CONTRACTOR.' 1 META 1 A t L) 5 . S�..ALL BOLTS SHALL HAVE .A 2 INCH PROJEC ION (UNLESS NOTED) LABOR SHALL BE SUPPLIED BY THE FOUNDATIONL BU BUILDING DEAD LOAD D , SITE. , � FROM THE FINISHED CONCRETE EXCEPT 1/2 INCH DIAMETER BOLTS 2• ( ) PSF ROOF LIVE LOAD (LL) 0 E 3(> � O E.. ST . A SHOWN AN A FOR. INCLUDING3• ( ) PFWN A (W )APPLICABLE REACTIONS AT DOORS WHICH SHOULD HAVE A PROJECTION OF 1 INCH PRO 10 ANCHOR BOLTS SHOULD BE S S 0 D CALLED 0 21 S WIND LOAD L 3. FOUNDATION MUST BE DESIGNED FOR THE LIC BLE �' S G ; ? S PROJECTION FRCONCRETE. Di DIAMETER. AN ANT TY. / P: � AS THEY APPLY TO A PARTICULAR BUILDING AND MUSTBE ADE JECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTEDFROM E D OU [ _ O�At OVATE TO RESIST ALL CRITICAL COMBINATIONS FOR EACH OF THE UNTIL ERECTION. 11 . T LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EMBED- DESIGN COMBINATIONS ARE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE BOL LE S S 0 LD , NO NE ,D E MR CK GAR 7T1: SCALE. DATE I BI , CONCRETE FOR THE N STRENGTH TH (WITH OR I . + E 7. THE TOP F THE FOUNDATION R FLOOR SHALL BE SQUARE. LEVEL MENi INTO THE CONC E E 0 E BOND S E G I DL LL MAXIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATION E 0 0 E OU 0 0 L . p N MR R YM A AN SMOOTH. ANCHOR T HA E ACCURATELY SET TO A WITHOUT HOOKS) TO DEVELOP AT LEAST TS�C OF THE ALLOWABLE 2 DL WL A 0 D BL CKBURN >, 4<1 F ANDBOLTS LLB �1 + A I T AN N N A H THE -N TENSILE CAPACITY F THE 80L D I O CASE SHALL E E. N F 1/1 NCH N DIMENSIONS NS WITHIN THE GROUP E SlLE C CI 0 lr 4. R NF RC NG BARS. WIRE MESH. "ANCHOR. BOLT SHEAR .ANGLES. TOLERANCE 0 S I 0 DIME S Q I 3, tOL + V•) , Et 0 i DRAWN I3Y. r _ .�► HYANNIS . MA . , E1uAt l _ 5 TIMES THE T DIAMETER R N i EUFAULA \ A A AMA , T R AN / R HAIRPINS (H K BARS) SHOULD BE INCORPOR SPACING FOR AN INDIVIDUAL COLUMN.. ALL OTHER DIMENSIONS LENGTH BE THAN 2Q i ES E BOLT DI E E UNLESS _ i L B TIE RODS. D 000 B O I ; THESE R T ESE DESIGN LOADS AND COMBINATIONS ARE APPLIED ' `ATED AS REOU1 RED INTO THE .FOUNDATION-DESIGN. COLUMN BASE SHALL BE .WITHIN 1/$ INCH OTHERWISE NO ED CHECKED SY s N ACCORDANCE W TH TH G SEACOASTCONST CORP AMERICAN BUILDINGS HORIZONTAL THRUST ACTING IN,CONJUNCTION WITH APPLICABLE - I I E _h•"aA,S�. f�i.��-�,; A MUST SUSTAINED BY HAIRPIN. T[VERTICAL REACTIONS. US BE` SUST ! ED E DESIGN APPD. BY ; REV NO DRAWING , . -, R T R COMBINATIONS M F THESE OR OTHER Op BUTTRESSES. 0 CO BI 10 S 0 E ^ 0 9595 01DEPENDABLEMEANS NUMBERBER 21 . I ...E _ . ., }9/25 . 09 46L3 1' ' ,ROBINSON,ROBINSON. JENKI ;'. I I � ' n e r — E ; , ! 288'0 OUT TO OUT OF CONCRETE II I i 24'0 24•0 23•0 110 1 0 23'0 24'0 24'0 24'0 24' 0 24'0 24'0 24'0 24'0 i I. ! 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J N l G / / 4 E 09 25 85 09 31 , -- -------------------------- ----- ---- Z 1 12 2 30 1 4 4 13 2 29' 31 31 4 2 LP26-,3C),0 L p 26-30. 4 4 4' 08 4•08 4 9 510 114 (+ — 4 0 5' 0 1 /4 (+ — co CD 41.51 415 2 LL to in cc co LL- LL co RR-0101 x \—RR-0 102in ¢ ir ui ui -1 00 00 cr) 00 ;otb Ir Fn u- u- ui 0, c co o c\1 OD Hot% u1je fl Hit it �our A--r C\j DAJ fiat ibwr AIPUe,LJ A] C> O O 13 j K 73 1 7 7 2 98 5 53 8- CLEAR 30'0 ,TD RIDGE 30' 0 TO RIDGE 60' 0 OUT TO OUT OF GIRT LINE FRONT REAR RIGID FRAME CROSS SECTION CSO I SPLICE BOLT TABLE FRAME LINES 2- 12 C F SPL I CE OTY SIZE DEPTH A 8 0 3/4 X 2 3/4 1 5 7/8 B 14 0 3/4 X 2 3111 1 /8 H VAM C 8 0 3/4 X 2 3/4 1 5 15/16 w tIORTION 76 5 5 SCALE :1 NONE DATL MR . DICK GARBITT/ MR - RAYMOND BLACKBUR.N HYANNIS , MA . DRAWN BY J E'Ekl q-25-85. EUFAULA ALA AMA fI CHECKED BY SEACOAST' CONST CORP . ' AMERICAN BuiLDINGS rAMERICAN BUI LDINGS EV .NO R 21 DESIGN APPD. 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U.N.UN 24' 0 24' 0 24' 0 - 24 0 24 0 24 0 23'0 1 0 1 0 23'Q 24'0 24' 0 24 Q 24 0DAN I g 10 11 t2 13 I. 28$ 0 OUT TO OUT 0F GIRT LINE r *1 = ODH9.5-10.0 *2 ODH9.5-12.0 W 1 , SI DEWALL FRAMING ELEVATION S 0 j �. ll l�T e kc f 2:x 114 J+ l� &L...I AT ALL 1rt , , , , I r - 3ES28-240 3ES28-24.0 3ES28 24.0 -3ES28 24.0 - 3ES28-24.0 3ES28-24.0 (-3ES28-24.0 (-3ES28 24.0 (-3ES28 24 0 �- a 3ES28 24.0 3ES28 24 0 f --- (3ES28 24.0 ` ..-----BC 4. 28. 10 �- -BC4-28. 10 W , O , / � C_0102 C-002/ 0 RC/ 0t 2 �C 102 � _ i /_0102�t. _0102 R ,- 1 2 , EC 91 i0'L Jr ,1 r - 9.5Z13 23. i 9.5Z13 23. 1 9 5Z 13-23.6 1/2 - . 1 9:5Z13 23.1 9.5Z13 231 _ - 9.5Zi3 23. i 9.SZ123. 1 9.5Z13 23 _ 9.5Z13 23. 1 1 23 1 � TYP." U.N: TYP. U.N. TYP- U.N. TYP. U.N. . . i - 3.6 1l2 9.5Z13 23.1 9 5Z 3 95Z32 TYP. U.N. TYP. U.N. TYP. U.N. TYP. U.N. TYP. U.N. TYP. U.N. TYP. U.N. TYP. U.N. .>1• 4' 24' 0 24'0 23 0 1 0 23, 0 24 0 24 0 24 0 24' 0 24' 0 24 0 24 0 2 0 1 0 r 13 12 1 ] 10 i 288 0 OUT TO OUT OF GIRT LINE , SIDELL WA FRAMING ELEVATION 0 S W 2 �2 . <. ¢pt o - ,..'. :.. :., € fj p, t as �o ; h z T f, NONE MR DI C_K GARBI T TSCAL DATE «: MR ' K r . RAYMOND BLA C BURN , , . MA .N , - HY AN S e � _: I � `ALABANA DRAWN BY EUFAULA �..�Eil1 u 1 2 6 . � Y CHECKED B M R AN BLI I LDINGS I SEACOAST CONST COR P .` A E IC I DES IGN APPD. 8Y DRAWING G , E- - . 0NUMBE 21 9595 REV I r ROBINSON,N N, ,JENNI G. '09/25/85 4 t _ r I I � RC-3 , . ABC a z�'C RK RK1-15.3 ER-9102 Rg-3L Re 3R ER-910) ER-9103 iI N C 0 I 4i- Y Q � ui arw O \ ` / N N 1i F li G�LL c\l ���� Ir O / OC O / LL 0 1 - u- N a OL ►, AEI-0101 AEI-0101 r cv u� oo cv u� oo cv cv oo u� N oo !n N oo ao 00 rn a, T o0 00 oo ;o ►, co I I I 1 I 1 1 I I I I I I I -= , ¢ ¢ Q r Q ¢ ¢ , ¢ Q I Q ¢ ¢ I ¢ Q Q Q n- IL a Q a_ a- a. Q IL fl ¢ a. a. IL Q a. � � Q a, a- a a- n a I i 9.5Z14-18.8 9.5Z14-19. 1 9.5Z14-18.8 TYP. U.N. TYP. U.N. TYP. U.N. I , g2 19' 2 1 20' 0 1 9' 2 2 91 A o c B SHEETING PACKAGE MK # SP - 01 60' 0 OUT TO OUT OF GIRT LINE ENDWALL FRAMING ELEVAT I.ON AT FRAME LINE 1 GABLE ANGLE GA- 1 TYPICAL RC '• { ABC 2PC RK1-15.3 ZPC RK1-15.3 ER-9102 RB-3 Rg;3R cn ER-9101 ER-9103 CV co C � , a o Y �� sC4-9-4. 1I - uj ~� CL O N N LL- cr O N O 00 E C--G I U I N Q Q EC 1r2 O y LL LL LL N .d a. NNI cv R-E 1-0161 AEI-0101 .- N in 00 .-.. (V LA 00 � ,N� N � W L(') N � tb tO N ; I I 1 I I I I f I I I I I 1 I " 1 d d d I Q d Q f d d i Q Q d I Q Q Q Q a. IL a. Q a. a. IL Q a a. d a, a. a. Q a, IL a. ¢ 1 i I OL �I 9.5Z14-18.8 9.5Z14-19. 1 9.5Z14-18.8 TYP. U.N. TYP. U.N. TYP. U.N. 91 1 g.21 20' 0 1 9' 21 91 A B c Q SHEETING PACKAGE MK # SP - 01 60110 OUT TO OUT OF GIRT LINE J®k ip-A N 13 ENDWALL FRAMING ELEVATION AT FRAME L I E GABLE ANGLE GA- 1 TYPICAL ., 27�55 � i ,9 S T 0- FSSOONAI > � x SCALE : NONE DATE MR - DICK GARBITT / _ MR . RAYMOND BLACKBURN ' i DRAWN BY • I HYANN I S . MA . J -8SS EUFAULA %�i \ . ALA@AMA f , CHECKED eY: SEACOAST CONST . CORP . AMERICAr, BUILDINGS � DES lGN APPD. BYt DRAW [ NG REv .NO . 21 9595-01 E� 4 0 i NUMBER ' ,. ROBINSON, JENNI G. 09/25/85 09:46:31