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W',.,tt' .x.,.'1. .t � , •.r 7=d •.1 ,.. k. :. ,•:. , ,. _ . .. .,,.. .fir .. .. .:- P , "e .. >< "'< .b � e ,,, :_ .S ,. s .. .. :, , ..... 7._ ,.... r! .. t -0'1 ,-,. .,17, ,sa..,r .....,•,: o - g .. -r' 3�4i :, •rl 1 Rd.r" ,. r. r ,- . t... ce,. z.r-. z ,a .. .: ,..... r. - ', . •.+ 6, , ,, 7J7....i ,� ,: .,1" a ': n {t jAvMuwer: .t J P441., 1/`I '�.: Li 4 I H I 4 t, � J „ },:c,_ 1 A[ �! w ,, . A � r•' i�aJ`4 r"�irE' eb...hiSttu3,ac 1 , P z i f r f , _ l r , { ' : ,• _. ��'' r• ,:: �^Yr' W P'.x-f '9 ,,t ,�"„rt 6 Y 4 l ) r" i f Al : 1 3 3 O NUT HEAD A307 MACHINE BOLT W W A I25 NUT HEAD A325 HIGH TENSILE BOLT 1 ASTM A307, A325 BOLT IDENTIFICATION D1 (W = e FOR 's 4 BOLTS, W _1'4' FOR V � BOLTS) WEB OF COLUMN OR —1— BEVEL WASHER HEX NUT CUT WASHEF 3 D1 CABLE BRACE DETAIL CABLE BRACE r BASE ANGLE(PRE- FORMED 18 GA. MATERIAL) GRADE--- 2 BASE ANGLE FASTENER (BY OTHERS) '4 '� CONCRETE ANCHOR (MIN.) 5' • 0' O.C. ( MAX.) 2' MIN. 2 D� SECTION THRU BASE ANGLE IWEB OF COLUMN OR RAFTER BEVEL WASHER — CUT WASHER-•-\ — ROD BRACE HEX NUT 0_4ROD BRACE DETAIL A325 BOLTS SPECIFICATIONS INS rALLATION : BOLTS IN CONNECTIONS SUBJECT TO TENSION LOADS SHALL BE TIGHTENED TO PROVIDE, WHEN ALL FASTENERS IN THE JOINT ARE TIGHT, AT LEAST THE MINIMUM TENSION SHOWN IN THE TABLE BELOW, BOLTS IN CONNECTIONS NOT SUBJECT TO TENSION LOADS, AND WHERE LOOSENING OR FATIGUE DUE TO VIBRATION OR LOAD FLUCTUATIONS ARE NOT DESIGN CONSIDERATIONS NEED ONLY TO BE TIGHTENED TO [FIE SNUG -TIGHT CONDITION. TURN OF THE NUT METHOD -'A METHOU FOR PRE - TENSIONING HIGH - STRENGTH BOLTS. THE NUT IS TURNED FROM THE SNUG -TIGHT POSITION CORRESPONDING TO A FEW BLOWS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH, THE AMOUNT OF ROTATION REQUIRED BEING A FUNCTION OF THE BOLT DIAMETER AND LENGTH. PER AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS, RECOGNITION OF TORQUE CONTROL METHODS 15 WITHDRAWN BECAUSE OF THE LARGE VARIABLES OF TORQUE -TO-TENSION RELATIONSHIP FOR SEEMINGLY SIMILAR BOLTS AND CONDITIONS. NOTE: 1. A325 HIGH TENSILE BOLTS WILL HAVE A DARKER FINISH THAN A307 BOLTS. 2. AMERICAN BUILDINGS COMPANY NOR,. ITS SUBSIDIARIES WILL NOT ASSUME ANY RESPONSIBILITY FOR IMPROPER BOLT LOCATION. 3, SPECIAL CARE MUST BE TAKEN TO INSURE CORRECT BOLT WILL BE INSTALLED IN ITS PROPER LOCATION AS SHOWN ON THIS AND/OR ATTACHED SHEETS OR NOTED ON ERECTION DRAWINGS. 4. USE V DIA. OR 34' DIA. H. T. BOLTS W/ONE H. T. WASHER AT :ALL CONNECTIONS HAVING SLOTTED HOLES. 5. ALL A307 BOLTS REQUIRE THE USE OF TWO(2) SAE -I WASHERS PER BOLT. A325 BOLT SCHEDULE SIZE REMARK ITENSILE KIPS NUT ROTATION 'x x 1'4 ASTM A-325 HIGH TENSILE 12.0 13 TURN '2 x 2 ASTM A-325 HIGH TENSILE 12.0 '3 TURN 34 x 2 ASTM A-325 HIGH TENSILE 28.0 TURN 34 x 234 ASTM A-325 HIGH TENSILE 28.0 5 TURN INSPECTION: BOLTS TIGHTENED BY 'TURN -OF - THE -NUT METHOD MAY HAVE THE OUTER FACE OF 'THE NUT MATCH -MARKED WITH THE PROTRUDING BOLT POINT BEFORE FINAL TIGHTENING, THUS AFFORDING THE INSPECTOR VISUAL MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE MADE BY THE WRENCH OPERATOR WITH A CRAYON OR DAB OF PAINT AFTER THE BOLTS HAVE BEEN BROU(FIT UP SNUG TIGHT. THE SIDES OF BOLT HEADS AND NUTS TIGHTENED WITH AN IMPACT WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT THE WRENCH HAS BEEN APPLIED TO THE FASTENER. GENERALLY, NO FURTHER INSPECTION IS NECESSARY FOR BOLTS IN 'BEARING -TYPE' CONNECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING 15 NOT DEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACTING IS ADEQUATE INDICATION THAT THE NUT HAS BEEN 'TICHTENED SUFFICIENTLY TO PREVENT IT FROM LOOSENING AND FALLING OFF ACCIDENTALLY. I — I Nam` Sc,'.LE• ... DATE BOLT SPECIFICATION, :.BASE"ANGLE-AND ' ;:BRACING DETAILS cuF"UL" AIA.ANA De�wr4aY: REDRAWN WICHANGED FORMAT C.C. TD.N. 6.89 DE3ZArr•u.er. .' DRAWING. D NUMBER ncv3No. NO. REVIS 'NS MADE CK'D. DATE NO, REVISIONS MADE CK'D. DATE NO. LViSIVNS MADE CK'D. DATE ISS W DAME+ 6•09 ' r 1 —PURLIN OR GIRT '2, v x "4' A32F BOLTS W/O WASHERS 41, —RIGID FRAME RAFTER �2. x 1'4' A325 BOLT-_ OR COLUMN W/ WASHER 04" A325 BOLT W/N.gSHER FRAME BRACE (FIELD BEND TAB) 'zx 14' A 3 2 5 BOLTS W/O WASHERS • J / A325,B0LT5 ��—• PURLIN OR GIRT W/O WASHERS /--RAFTER OR COLUMN PURLIN AND GIRT CONNECTION D1.1 SECTION THRU. FRAME AT FRXAE BRACE Q1 O'- 6' LAP AT FRAME LINE NOTE: �- ALL 9z* PURLINS AND 9'2BY-PASS GIRTS USE A 325 BOLTS WITHOUT WASHERS. 5 6 PURLIN OR GIRT I � I �^ 11, I I f 'z x 1,,' A207 BOLTS 'z� x 1'4'A3D7 BOLTS W/2- SAE WASHERS W/2-SAE WASHERS PER BOLT ( U. N.) PER BOLT , U. N.) ,--RAFTER OF COLUMN 2' 9. .. 2. D.... 2' - e' _ I I I I �'Z' 4 x 14' A307 BOLTS ` PURLIN OR GIRT W/2-SAE WASHERS PER BOLT(U.N.) —.RIGID FRAME QPJRLIN AND GIRT CONNECTION PURLIN PURLIN AND GIRT CONNECTION D1.1 3'-11" LAP AT FRAME -LINE 01.1 5'-6' LAP AT FRAME -LINE f SAFETY PRECAUTION: 00 NOT WALK OR STAND ON UNSUPPORTED NOR IMPROPERLY ATTACHED PURLINS AND GIRTS. NEVER USE. GIRTS TO CLIMB UP OR DOWN 5UILDING. 1 '2 +x14 A307 BOLTS W / 2 - SAE WASHERS PER BOLT (U. N.) L 'z x 1< A30; BOLTS W/2-SAE WASHERS PER BOLT ( U. N. ) UN OR GIRT RAFTER OR COLUMn r PURLIN AND GIRT CONNECTION D1.1 3' - 0" LAP AT FRAME LINE 't + x 19" A307 BOLT 2 - SAE WASHERS(TYP. U. NJ CPURLIN OR GIRT (3 - 0' LAP CONDITION; 'z. x 14A325 13OLT 7 W/WASHER MUST BE RIGID FRAME RAFTER USED IN LIEU OF A307 BOLTNTAB) OR COLUMN FOR FRAME BRACE CONNECTION_ Tz 11, 1 < A 325 BOLT WITH WASHER ' FRAME BRA(FIELD BEND l I I 6 D1.1 SECNO 4 THRU FRAME At FRAME BF —ICE NOTE: i 1. ALL i A307 BOLTS AND A325 BOLTS SHaWN IN DETAILS FT R PURLIN AND GIRT CONNECTIONS i ARE BEARING TYPE CONNECTIONS AND NEED ONLY BE TIGHTENED TO THE SNUG TIGHT CONDITION. Z'DETAILS ARE SHOWN FOR STANDARD CONDITIONS. WHEN A325 H.T. BOLTS ARE RECUIRED BY SPECIAL' DESIGN, WASHERS ARE NOT REQUIRED FOR ROUND HOLES IN PURLIN AND GIRT CCNNECTIONS. HARDENED WASHERS SHALL BE INSTALLED OVER ALL SLO—TED HOLES IN AN OUTER PLY. I T I J — SCALE: DATE PURLIN OR GIRT EUrAULA IRT r� r CONNECTION DETAILS 1 DRAWING REV. KO. � NUMBER � � •1 — _.) 4 AL Eti ,t��3Y No7CS 1 NG Y5 =— DRA_ DRAWN 6Yc - 3 REVISED X NOTE THG JKC F39 �J3 2 REV. 6' LAP DETAILS FOR JEDLAC 1-90 �.I IECKEU BY: — 1 REVISED TO ADD NOTE It LAC TON TON 9.89 oDn Slcn nrr'.eY: P:O �RCVIS ONS .MADE�CK# NO. REVISIONS MADE CK'D. DATE ND. REVISIONS � MAGF. CK' .DATE �ssUE PAT- : 6 4e9 " LAME RAFTER 3-m AJ25 BOLTS (U. N.) 1 HAUNCH CONNECTION 02 i - - "� A325 BOLTS (U. N.) BOLTED RIDGE CONNECTION D2 GIRT DEPTH � EAVE STRUT j I (4) i� X li A325 BOLTS NOTE: WITH H .T , WASHERS EAVE FRAME BRACE OMITTED FOR CLARITY, SEE p2 FOR DETAIL. R.F. .F . RAFTER EAVE STRUT BRACKET - (SHOP WELDED) R .F . COLUMN I EAVE STRUT CONNECTION TO COLUMN D2 GIRT COLUMN DEPTH 3" FIN. FLOOR ti` BASE ANGLE 2� I FASTENER MIN, PROJECTION BASE ANGLE Ii SEE SHEET ABC: -1(U.N.) tj GRADE -- i \ ANCHOR BOLTS BASE D2 DETAIL AT EXTERIOR COLUMN -EAVE STRUT SEE NOTE"A" NOTE " A" FOR EAVI; FRAME 13RACES EFB USE S LX (6) 412 S.D. FA'1'ENERS IN REPUNCHED HOLES. EAVE STRUT BRACKET ( SHOP WELDED) GIRT DEPTH `>\ EAVE FRAME ' �• R .F . RAFTER BRACE R .F.. COLUMN (- -{EAVE FRAME BRACE DETAIL Z�X 14 A307 DOLTS W12 SAE WASHERS PER BOLT (U. N.) \— PURL IN OR GIRT Z�X I4 A307 BOLTS W/2-SAE WASHERS PER ROOF BEAM BOLT (U. N.) OR COLUMN AF 9 1/2" PURLINS AND G1RT5 USE A325 BOLTS WITHOUT WASHERS e PURLIN AND GIRT CONNECTION oz TYPICAL LAP AT FRAME LINE RIGID CRAMP DArTVU / 4 � A325 BOLTS (U. N.) C� BOLTED SPLICE CONNECTION DZ 1.1 x 14" A 325 BOLTS W/ONE H.T. WASHER EAVE STRUT BRACKET EACH BOLT (SHOP WELDED) EAVE STRUT EAVE STRUT ---------------- J! + SEE NOTE"A" ♦ } EAVE FRAME BRACE *-*EAVE FRAME BRACE 1 —_ ` -- 4"A325 BOLTS (U.N.) L SPLICE PLATE SECTION THRU HAUNCH D2 AT EAVE FRAME BRACE RIDGE BRIDGING CLIP CBC-1 "'A' 8, 1112 SLOPES) It 12 X I+° SELF DRILL CBC-�I (�1112 SLOPE) PURL IN FASTENERS (2 REQUIRED EACH ENO TYP.) I ~/ 9 DETAIL AT RIDGE BRIDGING CLIP D2 , NOTE: 1/2." BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REQUIRED TO BE TIGHTENED PER SPECIFICATION ON SHEET D1. �F FRAME BRACE TABS TO BE BEN T IN FIELD WHEN. REQ. SCALES NONE DATE DRAWN aY. FRAME DETAILS 1-85 LRF d RF BUILDINGS EUFAULA y ALAOANA INECKED BY PASS GIRTS AMEflICAN EUILDINGS UOIGN APFD. 4Y DRAWING ' EY.ND REV. _, I ' 1D-92 NUMBER � D2 7 -RAME HAh ItH R.F RIOGI RIGID FRAME COLUMN MIN. PROJECTION SEE SHEET ABC • 1 (U.N.) BASE ANGLE FASTENER FIN. FLOOR BASE ANGLE GRADE 1JiI� d x32S BOLTS (U.N.) \• Q / r ANCHOR BOLT 1 HAUNCH CONNECTION 03 BASE DETAIL AT EXTERIOR COLUMN \--(4) IT X 2- A325 BOLTS (U. N.) 1 1 INTERIOR COLUMN 1 i INTERIOR COLUMN CONNECTION DETAIL D3 �. I'r' A 325 BOLTS W IONE N.T. WASHER EACH BOLT CAVE STRUT --\ EAVE STRUT BRACKET ( SHOP WELDED) \\\I,- *L.SEE,NOTE "A" fAA j EAVE FRAME BRACE A-XEAVE FRAME BRACE '.� A325 BOLTS (U.N.) SPLICE PLATE ll SECTION THRU HAUNCH 03 AT EAVE FRAME BRACE =u om �a u ww dw a INTERIOR COLUMN z w Z rN� I FIN. FLOOR \ Q ANCHOR BOLTS CENTERED ON PLATE 7 , BASE DETAIL AT 03 INTERIOR COLUMN NOTE: 1I2" 4, BOLTS SHOWN IN. DETAILS ON THIS PAGE ARE REQUIRED TO BE TIGHTENED PER SPECIFICATION ON SHEET 01. ik A FRAME BRACE TABS TO BE BENT IN FIELD WHEN REO. H.F.RIUGE A325 BOLTS (U. N. ) LUMN 1 i "� A325 BOLTS (U.N.) V 3 QBOLTED RIDGE CONNECTION 3INTERIOR COLUMN CONNECTION DETAIL DO WITHOUT COLUMN (2) 3/4" ¢ ANCHOR BOLT5 (U.N.) A A Ali - A • 5' FOR 4' tp, 5- Q, OR 6- Q COLdMN5 A • 7" FOR 8- O OR 10" Q COLUMNS 03 PIPE COLUMN BASE DETAIL GIRT oePT>H -EAVE STRUT • ft12 X I'," SELF DRILL FASTENER (2 REQUIRED EACH ENO TYP. ) _ X I' A325 BOLTS WITH H.T. WASHERS R,F. RAFTER - NOTE: EAVE STRUT BRACKET EAVE FRAME BRACE ( SHOP WELDED) OMITTED FOR CLARITY, R.F . COLUMN. - SEE oa FOR DETAIL. 2 (4) 3/4- ANCHOR BOLT5 (U.N.) I I 6- FOR 12' COLUMNS � 9 PIPE COLUMN BASE DETAIL ` 33 RIDGE BRIDGING CLIP CBC -1 12 EAVE STRUT CONNECTION TO COLUMN 13 DETAIL AT RIDGE BRIDGING CLIP D3 03 NOTE "A" FOR EAVE (F(RAME SSBRAADCES. EFB I)N PREPUN8dED2HOl.ESFAS ENERS PURLIN �• X 2 A325 BOL' I.) OR COLUMN w INTERIOR COLUMN CONNECTION DETAIL AT RIDGE GIRT DEPTH EAVE STRUT i-SEE NOTE "A" ' N EAVE STRUT BRACKET (SHOP WEL!)ED ) AA EAVE FRAME - fl .F . RAFTER BRACE R.F. COLUMN eD3 EAVE FRAME BRACE DETAIL =�X If A307 BOLTS- W12 SAE WASHERS PER BOLT (U.N.) /ice IN OR G OR GIRT f a�X t," A 307 BOLTS W/2-5AE MASHERS PER ROOF BEAM BOLT•(U.N.) OR COLUMN s 9 1/2" PURLINS AND GIRTS USE A325 BOLTS WITHOUT WASHERS 14 PURLIN AND GIRT CONNECTION D3 TYPICAL LAP AT FRAME L I NE SCALE• NONE DATE ME DETAILS PRAWN BY 7•aLRFR�h' BUILDING S CHECKED EY BY-PASS GIRTS REV. 10- 92 "ADLA-AlA�A1M AMID OUILDINGS DRAWING,3 7NUMBEfl M WIER c'--" -• P'JHLIN �\ e—Q12-14x1 1/41 SOHH FASTENERS �, --- ANTI -ROLL CLIP (FPCP-3, 9' PURLINS) (FPCP-4, 9 1/2" PURLINS) L--- 2-1/2"A BOLTS PER CLIP SEE NOTE 1 (WAIL AT ANTI -ROLL CLIP AUUMQUAL J12 ROOF FA5TENER5 c--LONGSPAN ROOF PANEL PUflIIN - \ -. - --. _. _ - - ------ I- #12-14XI 1/4 SOHH FASTENER5 2-1/TA BOLTS PER CLIP SEE NOTE I ANTI -ROLL CLIP (FPCP-3, T PURLINS) RAFTER (FPCP-4, 9 I/Z" PURLINS) FASTENER DETAIL AT,Mj(_,ROIL_CLIp (PANEL FLAT AT RAFTER CENTER LINE) AOUINONAL 112 ROOF FASIEt+ERS LONCSPAN ROOF PANEL PURLIN SECTION A -I e—/12-14X1 1/4 SOHH FASTENERS ANTI -ROLL CLIP 2-1/2`0 BOLTS PER CUPT,-4(FPCP-4. (FPCP-3, e- PURLI115) SEE NOTE 1 9 I,'2" PURLINS) P SUPPORT ANGLE CSA-1 4-1/rA BOLTS PER CLIP J� L COLD -FORMED RATTER SEE NOTE 1 QLLL A A 1_RQLJ..LIP (COLD-FORFIED ENO'WALL RAFTER) ADDITIONAL 112 ROOF FASTENERS PURLIN LONGSPAN ROOF PANEL --y - -_.-�� e—IIZ-14AI 1/4 SOHH FASTENERS r 2-I/2"0 BOLTS PER CLIP SEE NOTE I �---- ANTI -ROLL C'.IP (FPCP•J, B" PUI'UNS) RAFTER (FPCP-4, 9 1/2" FURLINS) rSTENER��r��lRcILL CILP (PANEL RIB AT RARER CENTER LINE) PURLIN 1/4 SOHH FASTENERS �\ ANTI -ROIL CLIP 1,12"A BOLT—, (FPCP-1. fr' PURLINS) -•�� (FF'CP-•4, 9 1/2 PURLINS) /l o\ `-2-•1,'2'0 BOLTS PER CUP SEE NOTE 1 RAFTER \ — 4- 1/2'* .BOLTS PER CLIP �-- CLIP SUPPORT ANGLE (CSA-1) 3EE NOTE 1 MADE CK'E 1 OF RAFTER f Ilf 11f SEC110N A-2 \ 1/4.0 PRE -DRILLED HOLES RAFTER ��iL ATPURLIN WEB REINFOPCEEdENT CLIe (NOT REQUIRED AT ANTI -ROLL CUPS) PURLIN-........ —� — 21 XI 1/4' SUHH SEL ORIILINO FA TENER (Fi PER CLIPS IPURLIN '.YEO REINFORCEMENT CLIP - -_--� PwRC-1 RAFTER SFCIION A-2 (NOT REQUIRED AT ANTI -ROIL CLIPS) LLQLfs: I USE I/YA X 1 1/4" A 301 BOLTS WITII WASHERS FOR e' PURLINS AND 1/2'0 X 1 1/4" A325 BOLTS T011 9 1/2' PURLINS SCALE: DATE //-t� 1-�n AMP --ROLL C'Lif- r' r, 7' VEr IAI'S - AI�AAMA DRAWN BY: IHC WFAULI CNSCKSD IIY: ,FKC AND � < DL310N A►►'D. BY: - WEB CRIPPLING CLIP DETAILSCIRAWIN Li Z J t '' SSUEO: 9 ,�J `' NUMBERG ' 4x5' DOWNSPO ) ALONG DOTTED LINE CUT ALONG 50LID LINE TER 414 SELF -TAPPING ROOF FASTENERS PURLIN IND RIVETS ENDWALL EAVE STRUT SIDEWALL GIRT— --% RAKE FLASHING TAPE MASTIC (CONTINUOUS ) ,--CAP FLASHING FCP-1 (4 112 BUILDINGS ONLY) 12 SELF -DRILL WALL FASTENER (1=(7'O.0 OUTSIDE CLOSURE(LSP-O) 0 / 12 BUILDINGS OR LESS) ENDWALL PANEL DETAIL AT RAKE DOWNSPOUT OUTLET DETAIL SIDEWALL PANEL ( TYP, ) CLOSURE STRIP LSP-I *12 SELF - DRILL (EACH PANEL) ROOF FASTENER ; EAVE FLASHING ROOF PANEL GUTTER DOWNSPOUT CLIP FDC-2 F *12 SELF -DRILL '. I Q 6-0' O C. MAX T14 SELF -TAPPING WALL FASTENER (1.0' O.C. AT EACH HIGH RIB) EAVE FLASHING — (SEE SCHEDULE ON SHEET FO-4) WALL FASTENER CORNER FLASHING GUTTER CLIPS CLOSURE STRIP LSP-0 (EACH PANEL) FCR-LENGTFI EAVE STRUT 1a BLIND RIVET 14 SELF -TAPPING DOWNSPOUT CLIP WALL FASTENER —� �,_,..• -SIDEWALL GIRT 4"x5'DOWNSPOUT (TO*O.C.) 12 qx5" DOWNSPOUT J FASTEN ER ILL WALL SIDEWALL PANEL _ 2)-,. BLIND RIVETS SIDEWALL PANEL e BLIND RIVET DOWNSPOUT CLIP =` SIDEWALL GIRT I OUTSIDE CLOSURE STRIP LSP-O (SEE ENDWALL DETAIL AT RAKE) GABLE ANGLE ANGLE CORNER FBC-1 ?AKE FLASHING RK1-15.3 i 14 SELF -TAPPING MLL FASTENER AT EACH HIGH RIB 1 - ENDWALL GIRT - ENDWALL PANEL(TYP) • 14 SELF -TAPPING WALL FASTENER: (2'-0- O. C. AT PANEL SIDELAP) L' ipl I I ul GENERAL NOTES: 1, CROWD OR STRETCH PANELS SLIGHTLY AS NECESSARY TO MAINT;NIN 3-0' COVERAGE PER PANEL, 2. PANELS MUST BE INSTALLED SQUARE WITH — BASE ANGLE BUILDING FRAME. 3. PANEL 51UELAPS' STITCHED 2' Q" ON CENTER WITH *14 SELF-TAPPINO WALL FASTENER.. 4. USE TOUCH-UP PAINT WHEN NESESSARY WITH AN ARTIST TYPE BRUSH. DO NOT USE AEROSOL TYPE PAINT FOR TOUCH-UP. " WALL PANEL ( TYR) FGIRT, BASE ANGLE, DETAIL A1_ 01' 1%cF, 1'-0 *12 SELF -DRILL WALL FASTENERS EAVE STRUT OR I'"'-- AT SIDEWALL AND ENDWALL GIRTS, GABLE ANGLE BASE ANGLE, EAVE STRUT AND GABLE ANGLE. SAME LOCATION FOR LINER AND PARTITION PANELS. SECTION THRU DOWNSPOUT = WALL PANEL FATENER LOCATION • . e BLIND RIVET BASE ANGLE ( TYP.) DETAIL A EAVE FLASHING FINISHED FLOOR -- - GUTTER SEAL (SEE SCHEDULE FIELD CUT DOWNSPOUT LENGTH AS REQUIRED, ON SHEET FD-4 DOWNSPOUT' ELBOW :;• .r FDE -2 _ OW1TSP2 5c-UE21lLF DOWNSPOUT DETAIL 4%5 DOWNSPOUT DOWNSPOUT LOCATIntj 6-1/0 BLIND RIVETS RIVET LOCATION; AT f)()W-N5PQUT LAP AND ELHgw ROOF SLOPE WI0111 LOCATION UP TO 40' 40' O.C. 41' TO 50' J5' 0 C. -� 51• TO 60, 30, O.C. 61, TO 80 25' O.C. 81' TO 125' 20' O.C. T 126, 10 180, 15' O.C. 101• TO 240' _ 1V O.C. SAYE CCWNSPOUIS DOnNSPOUI DLIPS (FDC-2) 10 1 PC. FDS-10,4' & 1 PC. FOE-2 2 12 1 PC. FDS-10A & I PC. FOE-2 r 2 14 1 PC. FDS-14.4' & 1 PC. FCE-2 3 16 I PC. FDS- 14.4 & I PC, FOE-2 3 10 1 PC. FD5-10.4, 1/2 PC. FUS-14.4' & 1 PC. FOE-2 4 20 1 PC. FUS-14A. 1/2 PC. FDS-40.4' & I PC, FOE-2 4 22 2 PC. FDS-10,4 & I PC. FOE-2 4 » 24 1 PC. FUS-14.4, I PC. FD5-10.4' & 1 PC. FDE-2 26 1 PC, FOS-14.4. 1 PC. 1-05-10.4 & I PC. FDE-2 5 - 20 2 PC. FD5-14.4' & I P'.:. FOE-2 6 30 2 PC. F05-14.4 & I P.:FOE-2 6 32 2 PC. ED--M4. 1/2 PC. FD5-10.4' & 1 PC. FOE-2 7 34 2 PC. FD5-14. 4, 1/2 PC. FUS-10.4' & I PC. FOE--2 2 36 2 1/2 PC. FDS-14.4' & 1 PC. FDE-2 0 _ JO 2 PC. FUS-14.4. 1 PC F05-10.4 & I PC. FOE-2 0 40 2 PC. FOS-14.4, 1 PC FDS-10.4 & I PC. FOE-2 0 CORNER FLASHING 14 SELF-TAPPIPIEJ L WALL FASTENER W- 6" O. C. ) (Ei) -1u' BLIND RIVETS AT - 1 FLASHING LAP DETAIL B EAVE � WALL PANEL ( TYP ) CORNER DETAIL NOTE: SEE: SHEET FD-5 FOR FASTENER SELECTION. rY BLIND RIVETS j r jI I OUTSIDE CLOSURE � STRIP LSP-O II SIDEWALL PANEL ( TYP ) DETAIL AT EAVE �j 1 �I 6 GENERAL REVISION T.H.G. T.D.N. 4-88 yrALE: DATE FASTENER DETAIL FOR WALLS LONGSPAN PANEL EUFAULA ALALAMA 5 CHANGED FASTENERS DESCRIPTION IKE TD.N. 11-67 — PRAWN BY: TOW G. 9 REVISED DOWNSPOUT LOCATIONS TBL. THG BLJ 6.94 4 ADDED FASTENERS MK.NOS. & NOTE IKE M,MC, 8-86 8 REVISED DOWNSPOUT SCHEDULE THG JKC 8-93 ,3 FASTENER CHANGES A,M J,ED. 11 85 a+ecxeoeY 7 ADDED NOTE 4 A,M, TDN. 1-89 2 REDRAWN A.M. M.Mc 0-84 .11;51GF4 APP'D. ev: DRAWING NUMQER ` FD -3 REV. NO. 9 N0, REV15IONS MADE CWD. DATE NO. REV1510N5 MADE CK'D, DJI,TE NO, REVISIQNS "' MADE GK'D• DATE ISSUE PATE; 4. - a2 I _ 71� V` I STANDARD EAVE FLASHING DELUXE EAVE FLASHING HIGH SIDE EAVE FLASHING RAKE FLASHING e _ RAKE CORNER BOX RAKE CAP RIDGE FLASHING BUILDING WITHOUT THERMAL SPACER' WITH THERMAL SPACER WITHOUT THERMAL SPACER WITH THERMAL SPACER "-"'-"'--"'- - SLOPE WALL PANELS WALL PANELS WALL PANELS WALL PANELS - WALL PA)AELS ---"'-----'-'-"' WALL PANELS --- WALL PANELS WALL PANELS - WITHOUT ENOCAP WITH EhJDCAP NUC LOfICSPAfJ AIID LONGSPAt! AND LOfJGSPlU! AND __ _ LOtIG5PAfJ AtJO __ LONCSPAN AND -•--SHADOW PANEL LONCSPAN AND SHADOW 'PANEL LONCSYAN ANU `SIJADOW LUNGSPAN AND ARCHITECIIIRAL SHADOW PANEL gRC,HITECTURAI SHADOW PANEL ARCHITECTURAL SHADOW PANEL ARCHITECTURAL SHADOW PANEL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL PANEL ARCHITECTURAL SHADOW PANEL SRF-1 SP1tF--I CCU-1 L/ht • CCU-1 L/R 1/4 10 12 LSLI-1 LSET-1 T11Et-1 TSET-1 PLO-1 PED-I PEO-I PEU--I HSES-I HSESH-I RSF-1 fTSF-1 CCU-) L/R CCU-1 L R SRC-1 SPRC-I RFE-1 RFE-PE IISC5-1 L/R HSCSH-1 L/R v SRF-1 SPRF-I CCU-1 L/R CCU -I L/H 12 TO 12 / LSEF-1 LSET-1 TSLT-1 TSET-1 PLO-1 PED-I PED-1 PED-1 H5ES-I HSESH-1 RSF-I CCD-I L/R CCD-1 L/R SRO -I SPRC-I HFE-1 RFE-lE RSF-1 HSCS-I L/R HSCSH-I L/R _ v� 5RF-1 SPRF-1 CCB-1 L/R CCU-1 L/R 1 t0 12 L50-1 LSET-I TSET-1 TSET-I PED-1- PED-I PEU-I PLO - I`-. 'r ISES-1 H5ESH--I RSF-I CCD-1 L/H • CCD-1 L/R SRC-1 SPRC-I RFE-I RFE-IE .� R5F-I 11515-1 L/R HSCSH-I L/R SPRF-1 CCD-4 L/IT •A CCU-4 I•/T{ 4 TO 12 LSET-4 LSET-4 TSET-4 TSET-4 PED-4 PEO-4 YEU-A PEO-< HSES-4 HSESH-4 R5F-I RSF-I CCU-4 L/R • CCU-4 L/R SRC-4 5PRC-4 RFE-i HFE-4E - HSCS-4 OR H50SH-4 L/R 1/4 TO 12 LSET-1 LSET-1 15ET-1 TSET-1 PEO -I PEO-1 PEO-I PEU-t HSES-1 HSESH-1' SRF-I I SPRF-1 •r • CCU-1 L/R CCU -I L/R • CCU - VAT 1 CCU- I L/R • SRC-1 SPRC-1 HFE-1 RFE-lE RSF-1 RSF-I HSCS-1 OR H5CSH-1 L/R ._.- 5RF-I A•CCU-1 L/R� CCD-I L/R SPRF-I 1/2 f0 12 LSET-I LSET-1 75ET-1 TSEt-1 PEO-1 PED-I PEU-1 PED-I HSES-1 HSESH-1 CCD- L/R • CCD-1 L/R SRC-1 SPRC-1 HFE-1 RFE-HE .. RSF-1 RSF-I H5C5-I L/R HSCSH-1 L/R 5RF-1 SPRF-I. CCU -I L/R CCU -I L/R ��iii I TO 12 LSET-1 LSET-1 TSET-1 T50 -1 FED-1 PLO -I PED-1 PEU-I HSES-1 HSESH-1 RSF-I CCD-1 L/R CCD-I L/R 5RC-1 SPRC-1 RFE-1 RFE-IE R5F-I HSCS-I L/R RUCSH-1 L/R $ zi SRF-i SPRF-I CCIJ-4 L/R • CCB-4 L/R 4 10 12 "Er-4 LSET-4 TSET-4 TSET-4 PED-4 PED-4 PED-4 PED-4 HSE5••4 HSESH-4 CCD-4 L/R CCO-4 L/R • SRC-4 SPRC-4 RFE-4 RFE-4E RSF-1 RSF-I HSCS-4 L/R HSCSH-4 L/R 1/4 TO 12 LSLT-I 45ET-1 75ET-1 150--1 PED-1 FEU-1 PEO--I PED-I H5EL-1 HSESL-I LRK-I LSRK-1 T CC8-1 L/H CCU- I L/R GCB -I L/R CCU-1 L/R LRC-1 LSRC-1 LSRF-1 LSRF-lE RSF-1 R5F-I H5CL-1 L/R HSCSL-1 L/R a LRK-1 LSRK-1 CCU-1 L/R • CCB-1 L/R 1/2 10 12 LSET-I LSEf-1 iSEt-I f5Ef-1 PEO-1 PEb-1 PEU-1 PED-t H5EL-1 H5ESL-1 CCD- I L/R CCU-1 L/R • LRC-1 LSRC-1 LSRF-1 LSRF-IE RSF-I RSF-1 HSCL-I L/R- HSCSL-I L/R LRK-1 LSRK-1 CCU-1 L/H CCU-I L/R 1 TO 12 LSET-I LSET-1 TSET-I 75ET-1 PEU-I PEU-I PED-I PED-I H5EL-I HSESL-I CCD-1 L/R • CCD-1 L/R • LRO-1 LSRC-1 LSRF-1 LSRF-lE HSF-I RSF-I HSCL-1 L/R H5CSL-1 L/R -- ---LRK-i LSRK-1 CCU-4 L/H • CCU-4 L/R • 4 TO 12 LSET-4 L5LT--4 15LT-4 TSET-4 PED-4 PED-4 PED-4 PTO-4 IS EL- HSESL-4 CCU-4 L/R CCO-4 L/R • LRC-4 LSRC-4 LSRF-4 LSRF-4C RSF-I RSF-1 HSCL-4 L/R HSCSL-4 L/R T CCU-1 L/R CCU -I L/R • RFE-IE 1/4 TO 12 FEC-1 SPEC-1 N/A N/.4 ED-I SPET-1 N/A N/A FISE-I HSEH-1 ARK I-15.3 SP8F-2 CCD-1 L/R CCU -I L/R RC-1 LSPRC-I RFE-1 HSC-I L/IT 115CH-1 L/R DIE -FORMED RIDGE MK. NO. DFR-1. -^�__•-- CCU-1 L/R • CC8-1 L/R • HFE-lE 1/2 TO 12 FEC-1 5PEC-1 N/A N/A ED-1 SPET-1 N/A N/A HSE-1 HSEH-I RKI-15.3 SPRF-2 CCD-I L/R . CCD-1 L/R • RC-1 LSPRC-1 RFE-I HSC-i L/R HSCH-I L/R DIE -FORMED ft10CE MK. NO. DFR-I CCO-I L/IT CCU -I L/R RFE-fE I TO 12 FEC-1 SPEC-1 N/A N/A ED-I SPET-1 N/A N/A HSE-1 HSEH-I RKI-15.3 SPRF-2 CCD-;LA • CCD-1 L/R • RC -I LSPRC-I RFE-1 HSC-I L/R HSCH-1 L/R DIE -FORMED RIDGE MK. NO. OFR-1 CCO-4 L/R . CCU-4 L/R RFE 4E 4 TO 12 FEC-4 5PEC-4 N/A N/A ED-4 SPEI-4 N/A N/A HSE-4 HSEH-4 RKl-15.3 SPRF-2 CCD-4 L/R • CCD-4 L/R • RC-4 LSPRC-4 HSC-4 L/R HSCH-4 L/R GUTTER GUFFER CLIPS GUTTER STRAPS BUILDING 5TANOARO GUTTER FLANGE BACK CUTIER nIH!OU1 THERMAL SPACER (PART U) ON THERMAL SPACER (PART 8) WITHUUf THERMAL SPACER WITH THERMAL SPACER SLOPE --•._--_-- _--- - -..- _ __ _ .__ WALL PANELS ---._.._._.__ _ _ __ _ WALL PANELS T WALL PANELS R - WALL PANELS WALL PANELS WALL PANELS (PART A) (PART A) LONGSPAN AND SHADOW PANEL LONGSPAN AND SHADOW PANEL LONGSPAr1 AND SHADOW PANEL LONG5PAN AND SHADOW PANEL LONCSPAN ATU SFLWUW PANEL LONG3PAN AND SHADOW PANEL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL, } 1/4 TO 12 GT1 GTI UG-1 SPF8C-I GC-81 SPGC-•BI GC -A CC-OI CC-81 CC -A GS-1 SPGS-I GSf-I CST -I Y _ n 1/2 TO 12 CTI CTI UO-I SPFBG-1 GC-UI SPGC-B1 GC -A GC-OI GC-81 CC -A GS-1 SPGS-I GST-1 GST-1 z_- 1 TO 12 ' OTT CTI 8G-1 ~SPF8G-1 GC-81 SPGC-Bl CC -A GC-81 GC-U1 m GC -A GS-1 SPGS-1 CST-1 GST-1 - 4 TO 12 OTT GTI BG-4 SPFBG-4 GC-84 SPGC-84 GC -A GC-84 GC-84 GC -A GS-4 SPGS-4 GST- GST-4 1/4 TO 12 CTI CIA 8G-1 SPFBG-1 GC-81 6C-UI GC -A GC-BI GC-UI GC -A GST-I GSf-I GSf-I CST-1 z 1/ -TO 12 CTl OTl BG-1 SPF8G-1 GC-BI CC_Bl-A CC-A-•- --GC-U1-� Y CC_EH +-GC-A _ GST-1 GST-I GSf-1 0 4 1 TO 12 Ctl CTI ABC-1 SPFBC-I GC-Ul Gr_-dt GC -A GC-dl CC-Ul CC -A GSf-i GSf-i CST -I CSt-1 4 TO 12 GTl CTI UG-4 SPFBC-4 CC-64 GC-U4 GC -A CC-6 4 CC-B4 C5T-4 CST-4 G51-4 GST-4 GC -A 1/4 TO 12 CTl OTT BG-1 SPFBG-1 GC-81 SPGC-01 GC -A N/A N/A N/A GS-1 SPG5-1 N/A N/A a 1/2 TO 12 GATT dC-I SPFBG-i GC-BI SPGC-81 GC-p N/A N/A CS-1 5PGS-1 _ _ N/A --- 1 TO 12 GTl CIA UG-1 SPFBC_I GC-81� SPGC-Ul GC -A N/A -N/A N/A _ GS-1 SPGS-1 -'N/A N/A 9 0 4 TO 12 CTI OTT BG-4 SPF8G-4 GC-84 SPGC-84 GC -A N/A N/A -N/A N/A - _ CS-4 - SPGS-4 �H/A N/A NIA� RFE-4 DIE -FORMED RIDGE I MK. NO. DFR-4 , • INCLUDES GUTTER ENDCAP GE-1 L/R CORNER FLASHING WALL PANELS EAVE HEIGHT LONGSPAfI -------- ARCHITECTURAL MULTI -RIB I PIECE FCR-9.10 I PIECE FCRA2-9.10 1 PIECE FCRMR-9.10 12'-O' I PIECE FCR-I1.10 1 PIECE FCRA2-11.10 1 PIECE FCRMR-11.10 14'-W 1 PIECE FCR-13.10 I PIECE FCRA2-13.10 1 PIECE FCRMR-13.10 16'-0' 1 PIECE FCR-15.10 1 PIECE FCRA2-15.10 1 PIECE FCRMR-15.10 1B'-0- 2 PIECES FCR-9.1 2 PIECES FCRA2-9.1 2 PIECES FCRMR-9.1 20'-0' 2 PIECES FCR-10,1 2 PIECES FCRA2-10.1 2 PIECES FCRMR-10.1 221-0' 2 PIECES FCR-11.1 2 PIECES FCRA2-11.1 2 PIECES FCRMR-i I.I 24'-O- 2 PIECES FCR-12.1 2 PIECES FCRA2-12.1 2 PIECES FCRMR-12.1 26'-LY 2 PIECES FCR-13.1 2 PIECES FCRA2-I J.1 2 PIECES FCRMR-1311 _- 26-0" -- 2 PIECES FCR-14.1 2 PIECES FM%2-14.1 2 PIECES FCRMR-14.1 2 PIECES FCR-15.1 T 2 PIECES FCRA2-15.1 2 PIECES FCRMR-15.1 5 GENERAL REVISIOrl THC T.D.N. ..4-80 ';CALE: -_ DATE , FLASHING, _G_UTfER, CUcFER CLIPS AND CUTTER STRAPS .SCHEDULE euFnDLn ALAbAMA r5qpl 9 ADDED STANDING SEAM 360 INFORMATION THC DO -95 4 REVISED FASTENER CHARTS I.W. J.D. 2-88 8 ADDED CORNER FLASHING SCHEDULE THG ULJ 1-94 3 REVISED RIDGE FLASHING MARK NUMUERS THC M.Mc. 5-8% CRAWN DY: THG 7 REV. SCHEDULE k OMITTED L50-5, S9 do SS--5 THC JKC 6-93 2 REVISED FASTENER CHARTS L.W. M.MO. 8-86 CHECKED BY: ULJ • 6 ADDED CLEARANCE HOLE DIAMETER THG JKC 10-02 1 ADDED AND REVISEU,MARK NUMBER A.M. M.Mc. 4786 CESIcN APP'0, BY: DRAWING FD-4 NUMBER REV. NO. NO. PREVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE - STANDING SEAM ROOF PANEL FASTENERS QESCRIPTION SELF DRILLING CARBON STEEL HEX HEAD FASTENER WITHOUT WASHER MARK NO, /12X1 1/4 SDHH APPLICATION PANEL CLIPS, CORRUGATION SUPPORT CLIP, CABLE ANGLE, METAL INSIDE CLOSURE, METAL OUTSIDE AT RIDGE AND OTHER SIMILAR NON -EXPOSED CONDITIONS. DESCRIPIW)1 114 X I" PREMIUM SELF DRILLING HEX HEAD FASTENER W141 WASHER MARK NO, /14X1 SORT' APPL QATION SAVE, PANEL ENDLAP RIDGE FLASHING, RAKE FLASHING, RIDGE FLASHING LAP, CUTTER CLIP TO GUTTER CLIP CONNECTION EXPOSED LIGHT GAUGE TO LIGHT GAUGE CONNECTIONS. AUXILIARY RAKE AND CUTTER CLIP CONNECTIONS ALUMINUM -ZINC ALLOY -COATED AND ALL PRE -FINISHED ROOFS. DF.5CRIPT #14 X I" `MLU'll STANDARD SELF DRILLING HEX WASHER HEAD FASTENER WITH WASHER MARK NO. %14XI SDHHW APPLI ATI r EAVE, PANEL ENDLAP RIDGE FLASHING, RAKE FLASHING, RIDGE FLASHING LAP, GUTTER CLIP TO CUTTER CLIP CONNECTION EXPOSED LIGHT GAUGE TO LIGHT GAUGE CONNECTIONS. AUXILIARY RAKE AND GUTTER CLIP CONNECTIONS ALUMINUM -ZINC ALLOY -COATED ROOFS ONLY. AUBE: ALL HEAD SIZES SHALL REQUIRE A 5/16- HEX SOCKET UNLESS NOTED. I LOC--SEAM ROOF PANEL FASTENERS (1ESC;F2IPTIOFJ M12 X 1 1/4" SELF DRILLING CARBON STEEL. HEd HEAD FASTErILR 'NITHOUT WASHER MARK NO. 012X1 1/4 SDHH nF'f'-LIQ, TI([! PANEL CLIPS, LAVE TNP4, CABLE ArICLE AND OTHER SI•JILARUOTHER SI•,U:AR NOH-EX?JicU CONDINONS DESCRIP fl2! 414 X 1" PREMIUM SELF DRILLING HEX HEAD FASTENER WITH 'WASHER [IIL, M..kK N0. /14X1 SURF �F�F�IcAL�1N PANEL ENDLAFIS, EAVE, RIDGE CLOSURE ZEE, RAKE FLASHING, RIDGE FLASHING, HIGH SIDE ENYE, ROOF 10 WALL FLASHING, RIDGE LEE COVER FLASHING, GUTTER CLIP, GUTTER STRAP AND GUTTER CUP TO GUTTER CLIP CONNECTION. ALUMINUM -ZINC ALLOY -COATED AND ALL PRE -FINISHED ROOFS, DESCRIPTION 114 X 1" f7 Tly STANDARD SELF URILLINO HEX WASHER HEAD FASTENER WITH WASHER MARK N0. 114X1 SOHHW APPI=ICATIQL PANEL ENDLAPS, EAVE, RIDGE CLOSURE ZI:E, RAKE FLASHING, RIDGE FLASHING, HIGH SIDE. EAVE, ROOF TO WALL FLASHING, RIDGE ZEE COVER FLASHING, GUTTER CLIP, CUTTER STRAP AND CUTTER CLIP TO CUTTER CLIP CONNECRON. ALUMINUM -ZINC ALLOY- CUAIED ROOFS ONC(. NOTE: ALL HEAD SIZES SHALL REQUIRE A 5/16" HEX SOCKET UNLESS NOTED. LONGSPAN ROOF PANEL FASTENERS DESCRI'TIO 1/4- PREMIUM SELF DRILLING HEX HEAD FASTENER WITH WASHER MARK NO. 012X1 1/4 SDRF APPL I ATION SAVE AND PURLIN AND UIE-FORMED RIDGE CONNECTIONS AND EXPOSED SHEET C� TO STRUCTURAL CONNECTIONS. ALUMINUM -ZINC ALLOY -COATED AND ALL PRE -FINISHED ROOFS. DEj�F?IPTiorl #12 X 1 1/4' STANDARD SELF DRILLING HEX WASHER HEAD FASTENER WITH WASHER MARK NO. 112X1 1/4 SUHHW AP P LICA_Lo r) LAVE AND PURLIN AND DIE -FORMED RIDGE CONNECTIONS AND EXPOSED SHEET TO STRUCTURAL CONNECTIONS. ALUMINUM -ZINC ALLOY -COATED ROOFS ONLY, DjaC_R I PPT10rj #14 X 3/4 PREMIUM SELF TAPPING HEX HEAD FASTENER WITH WASHER MARK NO. /14X3/4 SIRF APPJ,I,ATION (1/6'i PILOT & 1/4"u CLEARANCE HOLE REQUIRED) PANEL SIDELAP CONNECTIONS. FLASHING TO PANEL CONNECTIONS AND OTHER EXPOSED SHEET TO SHEET CONNECTIONS. ALUMINUM -ZINC ALLOY -COATED AND ALL PRE -FINISHED ROOFS. ,(2M0-1.1 TION #14 X 3/M1' STANDARD SELF TAPPING HEX WASHER HEAD FASTENER wHH WASHER MARK NO. #14X3/4 STHHW APPLICATION (1/8'W PILOT & 1/4"A CLEARANCE HOLE REQUIRED) PANEL SIDELAP CONNECTIONS, FLASHI.'W TO PANEL CONNECTIONS AND OTHER EXPOSED SHEET TO SHEET CONNECTIONS. ALUMINUM -ZINC ALLOY -COATED ROOFS ONLY. NOTE: ALL HEAD SIZES SHALL REQUIRE A 5/16- HEX SOCKET UNLESS NOTED. LONGSPAN.AND ARCHITECTURAL VIALL PANEL FASTENERS CLC1 a5CRIPFION 112 X 1 1/4" SELF DRILLING CARBON STEEL HEX HEAD FASTENER WITHOUT WASHER MARK NO. /12X1 1/4 SDHH D+I APP(,IQEI_IZN CLIPS AT OVERHEAD DOORS. WALK DOORS, ETC. #12 X 1 1/4- SELF DRILLING COLOR MATCHING HEX HEAD FASTENER WITH CLEAR WASHER MARK NO. 112X1 1/4 SWICW APPLICAFION BASE ANGLE, GIRT AND EAVE STRUT CONNECTIONS AND SHEET TO STRUCTURAL CONNECTIONS. DESCRIPTION #14 X 3/4" SELF TAPPING COLOR MATCHING HEX HEAD FASTENER WITH CLEAR WASHER MARK NU. 1103/4 SIHCW APPLICATION (1/6"o PILOT & 1/4.0 CLEARANCE HOLE REQUIRED) PANEL SIDELAP CONNECTIONS, FLASHING TO PANEL CONNECTIONS AND OTHER SHEET TO SHEET CONNECTIONS. NOTE: ALL H6'•A SIZES SHALL REQUIRE A 5/16" HEX SOCKET UNLESS NOTED. SHADOW PANEL WALL PANEL FASTENERS 11 DEMCRIP TI #12 X 1 1/4 SELF DRILLING CARBON STEEL HEX HEAU FASTENER WITHOUT WASHER MARK NO. 112X1 1/4 SDHH APPLICATION SHEET TO PANEL CLIPS AND PANEL CLIPS TO GIRTS. DESCRIPTION #14 X 3/4' SELF TAPPING CARBON STEEL HEX HEAD FASTENER WITHOUT WASHER MARK NO. /103/4 STHH v APPLICATION (I/B"m PILOT & 1/4"b CLEARANCE HOLE REQUIRED) SHEET TO SHEET CONNECTIONS. EM DESCRIPTION #12 X 1' SELF DRILLING YELLOW CHROMATE HEX HEAD FASTENER WITHOUT WASHER MARK NO. /12X1 SDYC APPLICATION SHEET TO STRUCTURAL CONNECTIONS. (FOR USE WITH NUT BLANK ONLY) DESCRIPTION SELF WRENCHING NUT BLANK MARK NO. NUTBLK APPLICATION USED WITH ;#12XI SDYC AT SHEET TO STRUCTURAL CONNECTIONS. MISCELLANEOUS FASTENERS DESCRIPTION 112 X 1 1/4' fEK4 SELF DRILLING CARBON STEEL HEX HEAD FASTENER WITHOUT WASHER MARK NO. /12X1 1/4 SVHHf4 APPLIQATI4y (STEEL IHICKNESSES GREATER THAN 12 GA. AND UP TO ANU INCLUDING 1/4") PANEL CLIPS ATTACHMENT TO BAR JOISTS AND SHADOW PANEL CLIPS TO COLUMN FLANGES. I LIM 1PTON Q12 X 11/2' TEK5 SELF DRILLING CARBON STEEL HEX HEAU FASTENER WITHOUT WASHER MARK NO. 112X1 1/2 SOMIT5 APP I ATIO (� N (STEEL THICKNESSES GREATER THAN I/V AND UP TO AND INCLUDING 1/2') PANEL CLIPS ATTACHMENT TO BAR JOISTS AND SHADOW PANEL CLIP TO COLUMN FLANGES. Q-E5QRlPTTN SELF TAPPING - CARBON STEEL HEX HEAD FASTENER WITH WASHER MARK N0.1 jlOxl 1/2 SIWS APP I((' ,AII0N PANELS TO WOOD STRUCTURE. (1/4" HEX HEAD SOCKET REQUIRED) DESCRIPTION 1/8- BUNO RIVET MARK NO. 1/0 RIVET APPLICATION FLASHING LAPS AND FLASHING TO PANEL CONNECTIONS. DESCRIPTION 3/16- DIAMETER RIVET WITH WASHER MARK NO. SW-1 APPLICATION LONCSPAN SKYLIGHT TO SKYLIGHT SIDELAP CONNECNON AND LONGSPAN ANU ARCHITECTURAL WALL PANEL TO SIDELIGHT AND SIDELIGHT TO SIDELIGHT SIDELAP CONNECTIONS. (SPECIAL NOSEPIECE REQUIRED) DESCRIPTION S x 1/2- SELF TAPPING CARBON STEEL HEX HEAD FASTENER WITHOUT WASHER MARK NO. TIOXI/2 STHH APPLICATION WINDOW JAMB MULLIONS NOTE: ALL HEAD SIZES SHALL REQUIRE A 5/16" HEX SOCKET UNLESS NOIEU. NOTE: - ALL HEAD SIZES SHALL REQUIRE A 5/16- HEX SOCKET UNLESS NOIEU. 5 GENERAL C.C. T.D.N. 6-90 SCALE: DATE FASTENER APPLICATION I� GUIDE _ l�' _ EUFAULA r � AIABAMA 1 4�•• 9 DELETED 1107/8 ROOF FASTENERS THC ULJ -95 4 GENERAL A.M. T.D.N. 4-88 -• PRAWN BY: - - B REVI5ED AND OMITTED FD-6 THG J, K.C. 1-93 3 GENERAL K.C. T.D.N. 3-88 - -- 7 WALL FASTENER REVISIONS - D.M.M. THG -91 2 REDRAWN AND CHANGED FASTENERS, I.W. J.D. - 2-88 CHECKED BY: • 6 ROOF FASTENER REVISIONS THG T.D.N. 1-91 1 GENERAL A.M. M.Mc. 2-87 DESIGN APP'D, BY: DRAWING REv.no. NUMBER FD-5 g REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D, DATE NO. REVISIONS MADE CK'D. D ATE DELUXE EAVE FLASHING j.ONGSPAN PANEL RAKE FLASHING i STANDARD GUTTER I1/ 8' BLIND RIVET a *14 ROOF FASTENER NO R EAVE FLASHING THERMAL SPACER EAVE TRIM TANDING SEAM PANEL RAKE FLASHING LO -SEAM PANEL RAKE FLASHING lOC SEAM EAVE TRIM LONGSPAN PANEL HIGH SIDE EAVE FLASt11NG L NGS?AN PANEL CORNER FLAHIN� ARCHITECTURAE PAN�� CORNER FLA$HING STANDING SEAM PANEL HIGH SIDE EAVE FLASHING LOC-SEAM PANEL HIQ ODE EAVE FLA HING v o_. v FLANGE BACK GUTTER VALLEY GUTTER NOT 1.)ALL FLASHING LAPS (EXCEPT CORNER FLASHING) SHALL BE CAULKED WITH (2) 114 INCH DIAMETER BEADS OF GUTTER SEAL (URETHANE CAULK). 2.)ALL FLASHING LAPS SHALL BE THREE INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL BE ONE INCH, 3.) VALLEY GUTTER LAPS SHALL EaE SEALED WITH 2' X 3116' TAPE MASTIC AND SHALL BE STITCHED WITH * 14 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SITE. ROOF TO WALL FLA511NG LONGSPAN PANEL —' ROOF TO WALL FLASHING I 4.) FOR FLASHING LAPS NO-, SHOWN, USE: THE FOLLOWING AS A GUIDE: FLASHINGS THAT ARE EXPOSED TO ROOF CONDITIONS. USE # 14 ROOF FASTENERS THREE INCHES ON CENTER. ALL OTHER CONDITIONS. USE 1/8 INCH BLIND RIVETS THREE INCHES ON CENTER. REVISIONS MADE CK'D. DATE NO. REVi310t:% IMADE„EICK,O STANDING SEAM PANEL ROOF TO WAIL FLASHING a :GALE: PATE I onnwn rr:• cwAuLn STANDARD FLASHING LAPS UACK[D 51; c[mGN nFrn. sr: n ice_ ' ..}' DR ANIN6 FLL '77 rt[v. Q . NUMBER • iIAI1DANL 6UIILA (SEE NOTE I) ROOF PANELS (NOT SHOWN FOR CLAFIrr) .Ir \ . A. FIELD INSTALL GUTTER ENDCAP (GE-1 L SHOWN or GE -I 3 OPP •rdNO) AND CAULK WITH URETHANE CAULK (GTS} URETHANE IC7S) I � I � I � � I 1/4 BtINO RIVET (12 PER GUTTER ENOCAP) hI ;. IJiii I ALIGN RAKE FLASHING AND GUTTER WITH THE CORNER OF THE CORNER FLASHING ) • B• CORNER FLASHING Jj�STALLAIlOb DETAIL hQu. 1 FLANGE BACK GUTTER CAN BE USED IN LIEU OF SIANOARD GUTTER 2 CORNER CAP BOX, CCB-1, CAN BE USED ON 1/4. 1/2 AND 1 TO 12 ROOF SLOPES 7 CORNER CAP BOX, CCU—N, CAN BE USED ON J 1/2 THROUGH 4 1/2 TO 12 Roof SLOPES I CON! ER CAP eox -- 1 (cc('- 1 or Cc 1-4) - --•-- RAKE FLASHING RAKE FLASHING I 7-1 ALIGN RAKE FLA:iH;NC FLUSH —� I' I WITH CORNER FLASHING CORNER FLASHING — \ III! I WALL ►ANEIS j!I .(ALP. LSP OR HFP) 1 ail 11 'I CORNER CAP BOx - •f STANUARU (UTTER VIEW "A—X' •. (CCO-1 or CC/-4) I I �•-- 1/0 BLIND RNET (10 PER CAP BOX) I I \�-- AUGN GUTTER FLUSH + I CORNER CAP Box i WITH CORNER RlASNINC (CCB-1 ar CCB-4) I I �� 11 /—�CDC IOR FLASHING )I WALL PANELS i (A2P, 121P OR H -P) r 1 NSIILDIION INsiR�itllCiS � ,y; . ALL MALL PANELS. CORNER FLASHING AND ROOF PANELS MUST NE ii III, (STALLED PRIOR TO INSTALLING THE GUTTER AND RAKE FLASHING. Vww I D--13" 1 � a INSTALL CUTTER ENOCAP FLUSH WITH THE GUTTER ENO. INSTAL_ THE UTTER FLUSH WITH THE OUTSIQE (ENONALL) EDGE OF THE CORNEN FLASHING 1 . INSTALL THE RAKE FLASHING FLUSH WITH THE OUTSIOE (SIDEWALt) EDGE IF THE CORNER FLASHING . INSTALL THE CORNER CAP BOX OVER THE GUTTER AND RAKE FLASHING. nACH WITH BLIND RIVETS. '* • r i SCALE: urtAlrN sT_ THC nNsc�co sr: aESIG"AM Q.MY: GATE S-9? S Y; CORNER CAP 6OX ? jNSTALLATION DETAILS ai �r y n cui AGLA - r naffs=AIM rt�V DRAWING �_9 ' n NUMBER ' w _ JDATE 2 ADDED • TO 13 CORNER BOX H1G BLJ 1-9+ 1 ADDED GUTTER ENDCAP MARK NUMBER 14G. JKC II-03 N4 p[VISIONf MADE CK'D.OATE NO. REVISIONS MFO;'_tCiS'O.NO REVISIONS MADE CK'O.OATE �ISSUED A 1�i� t "1i '�;• \ ,.,fit ` P fL.4K;E BASK GUTTER FLANGE eACK GONER •'� BG•-1s J GuTIER cn-rs2 BLIND RrAl 1 GONER (0REO'O. PER LAP) CII-IS 2 1/4 RIVET (2) 1/4.4 BEAUS OF GUNER SEA. EACH LAP CUTTER LAP BLIND RIVET (12 REO'0. PER LAP) 1/4 RnET FASTENERS AT GUTTER LAP AND ENUCAP GUtIER LAP AND GUTTER ENOCAP FASTENER DETAIL GT07 AA DOWNSPOUT FDS-LENGM BLIND RW (1YP.) IT REQUIRED 1/6 RN" OOWNSPOUf FDS-LENGTH OR ELHOW FOC-.2 RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 SEAL WAIL PANEL SIDELAPS WITH 1/4' WALL PANEL TAPE MA511C DURING NVALLAIION. START MA51K: AT CLOSURE AND CONTINUE UP Bl/VIKEY NSULAIKkI SIOELAP 36'. (BY OIHCRS) ROOF FASTENER WSKK "O%QY: Willi SEE APPROPRIATE EAVE DETAIL /4' TAPE wSNC APPLIED 10 BJIH SIDES. MALL ►A5TEI+EA Lax] 1/4 so"co '-0' 0 C. _ n-� GIRT U^^-------ROOF PANEL BLANKET INSULAIKk1 (BY OTHERS) DOUBLE SIDED TAPE (BY OTHERS) STRUCTURAL FA51EHER �12X1 1/4 $OHM VALM GUTTER Fvu--10.2 1 1 4' EAVE STRUT (04 .4l 1/M3 ) VAL! EY GUTTER DETAIL EA08 AA 0QwNSpour FDS-LENGtH-� ) ALONG DASHED LINE CUT ALONG SCLIO U'/E GUTTER BLIND RIVEI 1; a RIVET DOWNSPOUT OUTLET DETAIL GT01 AA FOC 6'-! DOWNSPOUT FDS-LENGTH --�� BLIND RIVET (IYP 1/5 RrvET I BLNO RIVETS (2 PER CUP O WALL) 1/0 RIVET SIDEAALL PANEL ROOF FAst(HER (rYP.)— R:QF PANEL- - GUtIER CLIPS- TAFE MASTIC /M fM 6� LUNG GUTTER Gil -Is2 CAVE FL45HING FIVE SINUf DOWNSPOUT CLIP--_ I fDC-2 DUWnsPOur (nP) FOS-LENGTH SIOEW4IL GIRT SIOEW4LL PANEL (IYP.) DOWNSPOUT CLIP--,. FDC-2 BLIND RIVET (DP) 1/6 RrvET Ww1-ISPWl EL80W FUE-2 DOWNSPOUT DETAI j.r-• GurTER ElBow FDE-a DOWNSPOUT TURNOUT DOWNSPOUT (FIELD CUT) DOWNSPOUI INEA ELBON FD[-a ��-BASE ANGLE fINIS/1C0 FLOOR ELBOW WO NSPOUI RETURN ._______FGT021 DOWNSPOUT DETAILS _ GTO8 AA M Il ROOF SLOPE LOCATION 11P TO 40' 40O C. 411 TO 50• -- is 0 C. 5 FTO 60' JOY O.C. 61, t0 80, -- 21, O.C. all to 125, -_ __ 1o' O.C. 126' TO ILO' -13' O.C. NOMINAL EAVE DOWNSPOUTS Glw$ (FDC-t) 10•- 1 K. FOS-so. 4 k I PC. f0E-2 2 I PC. FOS-104 k i PC. FOE-2 2 14'-O• I PC. FOS-14.4 k I K-. FDE-2 S 1 K. FD5-1-4.4 k I PC. FDE-a 3 le -d i PC. FOs-1o.4. 1/1 PC. Fos-14.4 A I K. FD[-1 4 10-0 I K. Fos-14.4• III K. ros-10.4 & I K. FGE-2- 4 2 PC. Fos-10.4 A I K. FDL-2 4 24--0- 1 PC. FOS-14.4, I PC. FPS-10.4 k I PC. fDE-2 4 26-0' I PC. Fos- 44. 1 PC. FDS- 00.4 A I PC. ►DE-2 3 29-0 2 PC. FDS-144 k I PC. FOE-2 a 30-0-- 1 PC. fos-14,4 k I PC. FOE-2 a 7 PC. 01-14.4. 1/1 PC. FDS-10.4 $1 PC. FOE-2 f PC. f05-14.4, 1/2 PC. ►O$-10.4 k I PC. FU-2 1 I K. Ja'-rf 2 PC. F05-14.4, 1 K. FDS-10.4 tI 1 K. FOE-1 rf 40•-0' 2 K. FES-14.4• 1 K. FOS-10.4 k 1 PC. FDE-1 4 1 1/4' SAVE STRUT EAVE STRUT-' ^ ' ^"^ L-CAvC SIR+1T • M An.(L wra *(33 VALLEY GUTTER DETAIL _ ^_ EA08C VALLEY GUTTER DETAIL _ EA09 VALLEY GUTTER DETAIL — EAOI C i WITH lPERmAL SPACERS I �A -' ir4 I WIIM INERLIAL S?ACERs �, DATE It" rr: rH0 12-20-94 GUTTER AND DOWNSPOUT DETAILS --��- �� - - -- CRICKED !Y: BU 12-20-9+ f �W I ADDED VALLEY GUTTER DETAILS I TING DU 1-93 DESI--GN APP'0 BY:• I "' �•��iREV.NO. I �+ ......-I�-.+..r. �.......�. ..� v - -- - DRAI(ING GI D- I ION IMAGE I CK'9, OATS N0. RVOSIDH Air I E D. DATE ISIULD; a •'��•� ♦::Ct1LXh•sq K _ 1 SECTION THROUGH gOWN'iPOUT Fcf031 DOWNSPOUT LOCATION _ CTOS DOWNSPOUT SCHEDULE G196 — —� AA _ AAV AA-1 SEAL WALL PANEL SIDEIAPS 'BIM 3/4- ROOT FASTENER TAPE MASTIC 01'RING INSTALLVION, START ROOF FASTENER ROOF FASTENER ----- IIOgF fASr(MER WILL P%14EL� MASTIC AT CLOSURE AND CONTINUE UP SEE APPROPRIATE // SEE APPROPRIATE SEE +PPROPRIAfE jEt APPROPRIATE 5100AP W CAVE OEfAIL NOTE: / EAVE DETAIL EAYE DEUIC C,l / NOIC: � vE DEfA3, BLAF(KET OTHERS) R*Of FASTENER SEE SPECIFIC EAVE UCFAIL (Br OMERS) / SEE APPROPRIATE UVE 0EfA1L FOR MASTIC A10 FASTENER FOR SPECIFIC EAU[ PE 4X. FOR ►IASFIC AND Fr5'_T+ER INSIOE CLOSURE . ? • DETAILS. OETALS. i WITH J/4- TAPE / 33ASTIC APPLIEO TO BOTH SIDES .ti fl00( PANEL ROOF PANEL / `- 4OCf PAA'fl ROOF FASTENER 77 _ J T N+ERMAL SPACER - - _ HOOF PANEL MERMAL SPACER ` THERMAL $PAfLN _ _ -� - -- 1 - - ..• _� - _ ' - / �12X1 I/4 GIRT \- u _ ` J ROOF PANEL �71 ` aUNKCT INSULA(K)N- \ DLANKEr MISULAlCN BL+NKE1 IhSUUTION (BY OTHERS BLANKET KT5UUT10N \ •�•"LANK"'r1SIRAIIDN (BY OTHERS) (BY OTHERS) // \ (4T OTHERS) (BY OTHERS) COVRLE SIDED TAPE D�A1BlE 51OTH TAPE J�// DOUBLE SIOED TAPE (BY OTHERS) (By OTHERS) DOUBLE SIOEO TAPE �� 000BlC SWED TAPE (BY OMER5) (BY OTHERS) ` (BY OTHERS) ;fRUCFURAL FASIEHCR 51RUCTU" FASrLNER STRUCTURAL FASTENER `-ItRVCIURN• FASIENIEW �- STRUCTURAL FASIEHER 112XI 1/4 SOHN 112X1 1/4 SOHIL 11241 1/4 sOHH I'-0 O.C. 1•-0' O.C. /12x1 1/4 SOHH 11IX1 1/4 SDNH �— I•-U' oC. ) (�� r-o oC I v.ILFY CANER I -0 OC. VALLC! CUrf R I I VALLEY GONER fV,E2 fvN - 10 MT.-102 EAVE STRUT mm 11+A rw(t Ir.$) 1 1/4' E ;t 1 I/4 I I/i min.• I'-tf mu1.' LAVE STRUT- - • PL �M,l Ie-C+M53 USE 'WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION, CMR THE vrcn PREGUIKxY DONT -UM U C THOSE 10 UC A PURUNS oa+'r RiEnrT ULOCKr+c To nE A 2 x 6 AREA BENEATH PANELS WITH POLYETHYLENE OR A TARPAULIN 10 PREVENT SQUARE SQUARE n+E ROOF. WGRKER5 SNQo O, REM 2" L DIRT AND DEBRIS FROM ENTERING FEMALE SEAM. \� WOOD BLOCKING os+A ArPRaio IVR9 IRTs. WETY IMECALIxxY usLl ORDERLY A EA BMCwG A ORDERLY HONKRK TILLED.. RIGID FRAME c 1 2' NOTCH-- 2" NOTCH OQ� RIGID FRAME PURUN SPACING SAFETY Pt PURLIN SPACING + :r IN CrEM W[1A w AN a TILL LOWS UW4STAY My "NO+CD n ANY TYPE o! LWT-1 CLEAR Tf O 4 L M Rnu rccr CLEAR aF uOWP7 tans. STRAIGHT PURLINS ARE A NECESSITY. ZEE SECTIONS FNfE A NATURAL TENDENCY IQ ROLL OUT OF PLANE AND DEFLECT HORIZONTALLY. THIS MUST BE +':ORRECTED BY FORCING THE PURLINS TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE A 2 X 6 MINIMUM BOARD WOOD BLOCKING INTO PROPER PLANE AND SPACING. WOOD BLOCKING IS RECOMMENDED AS ONE METHOD 10 SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED ACCOMPUSH THIS. THE BUILDING TO DETERMINE THE PURLIN SIZE AND SPACINGS. PANEL BUNDLE BEFORE SHEETING OEGIN5 IN ANY BAY, PLACE BLOCKING IN (HAT BAY ACROSS THE FULL WIDTH OF POLYETHYLENE OR TARPAULIN THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF IS TO HAVE THE PRIMARY THE BUILDING. AT LEAST ONE ROW IN THE CENTER OF 7HE BAY SHOULD ALWAYS BE USED. USE y FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT BE ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MAJNTAN STRAIGHT PURLINS. ALLOWING THE PURLIN USED WHEN ERECTING THE STRUCTURAL STEEL, TO ROTATE OR SWEEP OUT OF PLANE COULD PREVEN" THE ROOF PANEL FROM PROPERLY ATTACHING TO THE PURUNS AND HAS THE EFFECT OF LOWERING THE LOAD BEARING CAPACITY OF THESE ROLLED FLJRLINS LEADING TO POTENTIAL PURLIN FAILURE UNDER MAXIMUM DE51GN LOADS. PANEL STORAGE FRc5fl - - - BUILDING ALIGNMENT G�E01 PURLIN BLOCKING GE02GEO2 L_.A LOC-SEAM GA � L_-1 mE E CLIPS REQUIRE TWO THEINSULATIONSPACER STRIP MUST AMERICANS LOC-SEAM ROOF SYSTEM HAS SIDELAP RIBS WHICH ENGAGE WITH RIE ADJACENT ROOF PANEL BUNDLE SPREADER BAR LOCATE OVER RIGID FRAME ) /12X1 1/4 SOHN FASTENERS BE USED ON THE TOP FLANGE OF PURLINS AND FAVE STRUTS TO REDUCE PANEL TO FORM A TIGHT PENETRATION FREE CONNECTION. THE PANEL IS ATTACHED TO THE SUPPORT FRAMING BY A SPECIAL LOC-SEAM PANEL CUP. WHICH IS INTERLOCKED WITHIN THE wcTr I RLC VAIUYY STAY WLLL AN THE CLEAR YY twos _ _ - - - socvlrA,[rKs -O rn AnY TTPL twrwo. PANEL CHATTER WHEN INSULATION 15 NOT REQUIRED IN THE ROOF. 3/B' RIB AND FASTENED TO THE PURLIN WITH A SELF-DiILLING FASTENER. THE PROPER INSTALLATION OF THE PANEL WILL REQUIRE TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE. LBECI141L NOTL5 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL ARO FLfto CtCAA Of K W LOAM. INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. DETAIL "A' 2 3/6' 3 1/8' 2, THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE RIGID FRAME PURLINS BLOCKING _ - BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY (BE. PREVENT FORUMS '� IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. PACKAGE FROM ROLLING OVER UNDER WEIGHT \d 3. DO NOT USE THE DIMPLES IN THE ENO OF THE PANELS TO LOCATE FASTENERS AT PANEL PACKAGE.).) LOC-SEAM CLIPS ^" THE EAVE. DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDIAPS ONLY. PURLIN ' LSEC-1 LSEC-2 (USED WITH TLILRMAL SPACER) INSULATION SPACER STRIP FS-1 OR FS-2 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION. " DETAIL 'A RAFTER TO FACILITATE THE HANUUNG OF THE ROOF PANELS. PANEL BUNDLES CAN BE LIFTED AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME MJO WITH BLOCKING IN PLACE i0 PREVENT THE PURLINS FROM ROLLING OVER. 00 NOT SLIDE BUNDLED PANELS ALONG ROOF Y FRAMING. WHEN UFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY \ MECHANICAL S[6MINC MACHINE MAT{V& SFAS{G MACHIN SUPPORTED. PANELS LESS THAN 20' IN LENGTH CAN NORMALLY BE LIFTED WITH A FORKLIFT; HOWEVER .WHEN LIFTING PANELS IN EXCESS OF 20'IT IS RECOMMENDED THAT A SPREADER �- BAR AND SLINGS BE USED. AS A RULE WHEN LIFTING, NO MORE AHAN 1/3 OF THE LENGTH o �•�,� F' T OF THE PANEL SHOULD BE LEFT UNSUPPORTED. MECHANICAL AND MANUAL SEAMING MACHINES ARE NOT SUPPLIED BY AMERICAN BUILDINGS. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE CONTACT AMERICAN BUILDING'S CUSTOMER SERVICE DEPARTMENT FOR THE SUPPLIERS OF BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED THE ERECTION LAP STIFFENER THERMALSP6CEfi THESE MACHINES. PROCEDURE. LSLS-1 OR LSLS-2 TB-2 OR TB-3 PANEL STORAGE ON ROOF R_ C 5 4-1 BASIC PARTS AND PIECES RC61 LOC-SEAM TOOLS ERECTION NOTES IRC91 AA LOC-SEAM ROOF _ GA —FRC621 LOC-SEAM ROOF I GA LOC-SEAM I GA NOTE: "n T't1LCAAEKm PANELS ARE DIMPLED AT BOTH 00 nit STEP On WA or ENOS. DIMPLES ARE USED FOR PANEL. µMAYS STEP ON FAST N R LOCATIONS AT THE 10G-SE6M PANEL IDENTIFICATIONMARK NUMBER NAr SURFACE. iNOLA.PS PANE.€L ONLY. EXAMPLES: RIGHT CABLE BUILDINGS WITHOUT PANEL ENplAP5 CAN dE SHEETED SIMULTANEOUSLY FROM T>vRun T>L0CKm0 PURR(rwlAL) •\ - EITHER END OF THE BUILDING. HOWEVER, IF THE BUILUING HAS PANEL ENDLAPS, THE FAC1l1Rr N'ft1CD MASTIC 2 xY _ w�-• ROOF MUST BE SHEETED RIGHT TO LEFT LOOKING UP THE SLOPE AS INDICATED ON THE �yF BUILDING ERECTION DRAWINGS. —1 N -DE T-ioc--SEM PANEL r `Tv�, AFTER THE SHEETING DIRECTION HAS BEEN OEIEHMINEU, PANELS MARKED LC ARE FOR \ MWWIr5WAcE • N \ Y< SINGULAR PANEL RUNS OR EAVE PANELS. PANELS MARKED U. ARE RIDGE PANELS AND \°b,� ANY OTHER PANELS ABOVE THE EAVE PANEL IN A MULTI -PANEL RUN. THE CROSS SECTION 12' PANEL MARKINGS LEFT 1 FRAMING SHEET OF THE ERECTION DRAWINGS SHOWS THE PANEL LAYOUT AND LENGTH. MALE EDGE DETAIL -A- DETAIL 'B" FEMALE EDGE LOC-SEAM ROOF PANEL aI'2A -'w 0I IaI'xYI-Soo DETAIL "A' 'B" -T' "G�To'-a' LEFT DETAIL T w tcncm Ao'-a' w uncm .�� " \ IL L�_ a Owa 14' c:OCLI TT LOC-SEAM PANEL LOC-$EAw PANEL ,0 .N THE SHEETING SEQUENCE FOR THE LOC-SEAM PANELS IS AS INDICATED AT LEFT. PLEASE MmOUr 5wACE Mm LAP SWACE a T NOTE THE PLACEMENT OF THE PANELS BY CIRCLED NUMBERS, THIS IS A SUGCESIEO RIDGE SEQUENCE, HOWEVER ALTERNATE SEQUENCES MAY BE CONSIDERED. 16' PANEL MARKINGS +�, �� Y 3 LE L `qH T-PANEL5 LL ___ (HE UPPER PANEL OF AN ENULAP (MARKED LL) WILL BE SWAGED ON THE LOWER ENO LL '"c, FOR LAPPING PURPOSES. ENULAPS OF ADJACENT PANELS ARE IN LINE WITH THE INITIAL LOC-SEAM PANELS MAY BE DELIVERED WITH TWO DIFFERENT MARKING PREFIXES. i' PANEL ENULAP. PANELS MARKED AS LC WILL NOT BE SWAGED AND WILL BE THE SAVE PANEL OF RIGHT - --- - WALL PANELS PAIRED SAVE ANY SINGLE OR MULTI -PANEL RUN. PANELS MARKED LL WILL BE SWAGED FOR _ - --� FOR CLARITY, PANEL ENDLAPS ON THE LOWER END, AND WILL BE THE RIDGE PANEL OR THE _ - - Enowett FEMALE MALE INTERMEDIATE PANEL OF MULTI -PANEL RUNS, THESE PANELS WILL BE LOCATED _- - PANELS LC EDGE EDGE ON EITHER SIDE OF THE RIDGE RESPECTIVELY. _ IYPES QF LRC-SEAM PANELS PANEL MARKING AND NOTCHING RC63 DIRECTION OF ROOF PANEL ERECTION ( RC64 LC - UNNOTCHEO, LOCATED ON EITHER SIDE OF RIDGE U. - SWAGED FOR PANEL LAP. LOCATED ON EITHER SIDE OF RIDGE LOC-SEAM (12" 16' PANEL WIDTHS) GA LOC-SEAM GA 12" WIDE PANELS ARE NOT SWAGED. S(ALE.: DRn11N BY: IHG DATE LOC-SEAM ROOF PANEL BASIC ERECTION EUFAULA AL.oAMA 2-17-95 CuliCKED BY: BLJ 2-17-95 1 12" PANELS NOT SWAGED (SEE OET. RC63/GA) TUN BLJ 10-195 DE711GN APP'U BY: DRAWING NUMBER LOC- 1 REY.NO. 1 NO. REV19ION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE ISSUED: 3-1-95 r� STRUCTURAL FA5TEriER 112X1 1/4 SOHN 1'-0' O.C. IHER MAL SPACER — T8-I FOR STANDING SEAM t8-2 FOR LOC-SEA M MASTIC 3(4' X 3/ 16" NOTE MASTIC LOCATION 3/4 IM Ka--, THERMAL SPACER---_EAvE iklM (7SET- ) \ WALL FASTENER 114X3/4 5THCW o 1'-0' O.C. WALL PANEL ARCH. WALL PANEL SHOWN, OTHERS SIMILAR NOTE : REVIEW SAVE TRIM DETAILS IF DELUXE LAVE FLASHING OR FLANGE BACK CUTTER IS TO BE USED AS THESE TWO OPTIONS CHANGE THE LOCATION OF THE MASTIC. EAVE EAVE I INI;ULr PNECAU':"" THERMAL SPACER Irl'+UUIION iU$ NO 40+f) BEARING $TR APP`H. wuuNN P.00r ORMr SE URED ROOF SCAYFD4Duw ON U.S11C 3/4 X 3/16 $E!'uREO RCOF nA,ELS (NOTE MASTIC LOCATIOrN) INSULATIONN (BY OTHERS) 3/4 TM INstiW N is TO FIE FOLDED W.K AT THE EAvC, DO R01 IkL0W MSUATFA TO BE THERMAL SPACER CAVE TRIM �^ cJ ExP05E0 10 [HE 'A'EAIHER. (%6- ) WALL FASTENER --' DOUBLE 51DED TAPE 114XJ/4 STHCW ��`\ TT THE BLANKET INSULATION I-0' O.C. _� MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE .USED TO SECURE THE INSULATION TO THE EAVE, SAVE STRUT OUTSIOE CLOSURE IATION use AYnNO`Eu ry USE EO TIE OFFS. NENiNO OR RNLS M 0 `AORK-; ON ROOF SURFACESPR. NOTE: .E WALL PANELS OMITTED FOR CLARITY. STRING UNE- INSTALLATION OF THE FIRST PANEL BEGINS BY(TYPICAL PANEL CUP ALL FASTENING PANEL CUPS AT EACH PURLINLIP TYPES) (EXCLUOING THE EAVE STRUT) ALONG THE RAKE. BEFORE ATTACHMENT, BE SURE SLIDING PORTION OF CLIP IS CENTERED ON THE CLIP BASE. ESTABLISH A STRAIGHT LINE BY PULUNG A STRING OR THINTRING LINE WIRE FROM THE EAVE STRUT TO THE RIDGE ALONG THE OUTSIDE EDGE OF THE GABLE ANGLE ON BOTH e�- SIDES OF THE BUILDING. THE LINE SHOULD BE AS CLOSE TO THE EDGE OF THE BUILDING ASTION POSSIBLE WITHOUT OVERHANOINC THE EDGE OFCLARITY. OMITTED THE GABLE ANGLE. MEASURE THE DISTANCE OF r THE STRING LINE FROM CENTERLINE OF THE FRAME Oil BOTH SIDES OF THE RIDGE TO VERIFY EQUALLE ANGLE DISTANCES. SET CLIPS FLUSH TO THE STRING LINE AN-1 SECURE TO PURLIN WITH TWO FASTENERS. THE IMPORTANCE OF HAVING A STRAIGHT AND SQUARE FIRST PANEL RUN MUST NOT BE OVERLOOKED AS IT WILL DETERMINE THE COURSE OF FUIURE PANELS. CLIP INSTALLATION ALONG RAKE I RC 10 LOG -S-SEAM GA LOC-SEAM PANEL ROOF FASTENER ---- S EE OETAIL EA26/GA) )14X1 -PANEL CUP LSEC-I or. 2 -✓ �-PURLIN EAVE TRIM — 1 -\\� ,{ \ \% CABLE ANGLE EAVE STRUT OUT510E CLOSURE WALL PANEL USE DOUBLE SIDED TAPE OR OTHER APPROVED METHOD FOR SECURING INSULATION IN PLACE (BY OTHERS). SEE NOTE 2 OF DETAIL RC91/AA. L- INSULATION (BY OTHERS) STRUCTURAL FASTENER 112XI 1/4 SDHH 1'-0" O.C. EAVE STRUT LOC-SEAM PANEL STRUCTURAL FASTENER ((I REQUIRED PER C3P) /12X1 1/4 SOHN PANEL CLIP A--PURLIN LOC-5EAM P STRUCTUIREURAL FASTENER — �2^REOVPEK CUP) \ GIST PRIOR TO THE I1,15TALLATION OF THE FIRST ROOF PANEL. THE SIDEWALL AND ENOWALL SHEETING SHOULD H4VE PEEN COMPLETEO AND THE ROOF INSULATION STARTED, START A LINE OF 3/4' X 3/16" TAPE MASTIC GOA N THE EAVES AS SHOWN ABOVE. LEAVE THE PAPER BACKING HOOK TAB OF CUP OVER MALE LEG OF PANEL. AND ROTATE GOWN INTO POSITION. SECURE ON THE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED. THE CLIP TO THE °URLIN WITH TWO STRUCTURAL FASTENERS. A TO MAINTAIN PANEL MODULE. QAUGE SHOULD BE USED HOOK TAB OF CLIP OVER MALE LEG OF PANEL AND ROUTE DOWN INTO POSITION. SECURE THE CLIP TO THE BAR JOIST WITH TWO STRUCTURAL FASTENERS. A GAUGE SHOULD BE USED MASTIC ANO INSULATION APPILICATION AT EAVE EA28C TYPICAL CLIP ATTACHMENT TO PURLIN ( RC 1 / TD MAINTAIN PANEL MODULE. TYPICAL CLIP ATTACHMENT TO BAR JOIST WITH THERMAL SPACERS A8 LGC-SUM GA Loc-SEAM BJ) 7 GA /THERMAL SPACER [®R5ECjAZ.D �TO-1 FOR STANDING `E+M ' :H5 N0 Lao 5WA Nc STRO11m. PANEL CLIP 78-2 FOR 16" LO(:-SEAM ;rTr .FJG,{r ON +vvgV.,ED $VfTaniNc m:rx P+NEI.5 TB-3 FOR 12" LOC-SEAM \ (2) 'STRUCTURAL FASTENER 112X1 1/4 SOHN THERMAL SPACER17� THERMAL SPACERSPANEL CLIP `-711 BIANNKEi INSULATION -----��BLANKET EAVE TRIM �-. - SPRAY AOHE - SAOH-1 CAULK (1/4'0 PURLIN UP SSCK-IE LEG ` PURLINS STRUCTURAL FASTENER EAVE STRUT �\ Ali OPTIONAL ACCES50RY FOR THE STA11D'ING 5EAM AND LOC-SEAM PANEL 15 THE 112X1 1/4 SDHH NOTE: THERMAL SPACER FOR BETTER INSULAIIOO VALUES, IT IS PLACED OVER EACH PURLIN 1'-0" O.C. WALL PANELS NOT `-GABLE ANGLE � R.1D AND FOLLOW THE INSTRUCTIONS AND I•AVE 51RVT ON TOP OF THE 8LAPK?,T INSULATION, USE THE AER050L SPRAY SHOWN FCR CLARITY GA-1 AND PRECAUTIONS PRINTED ON THE ADHESIVE SUPPLIED TO HOLD THE SPACER IN PLACE PRIOR TO IN5TALUNG THE SPRAY ADHESIVE CONTAINER. ROOF PANEL. THE ADHESIVE MAY BE APPLIED EITHER TO THE FIBERGLASS EAVE STRUT CAULK (1/4-9 BEAD), VERTICALLY AND DIAGONALLY UP AND OVER MALE RIB OF - PANEL AND AT PANEL BASE. SSCK-1 SAFETY PREGwibN DO NVT STEP ON PArrCL3 UNiK 8 V1 LY StCURCD MTN FASTENERS. rl�JJIO INSTALL FASTENERS IN EXACTT1��SEQUENCE SHOWN TO PREVENT PANEL BUCKLING. tROOF a FASTENER 114X1 `--LOC-SEAM PANEL EAVE TRIM BLANKET OR i0 THE FACE OF THE R1ERnUL SPACER. TAPE MASTIC (CONTINUOUS) 3/4 TM NOTE: WALL PANELS OMITTED FOR CLARITY. THERMAL SPACER INSTALLATION RC26C ROOF PANEL ATTACHMENT AT EAVE EA26 �_-----"- --- AA LOG-SF1rti ROOF GA 5CFEL NOTES' LOC-SEAM R IEL � AMERICAN BUILDING COMPANY STRONGLY RECOMMENDS THAT WE WORKING CONDITIONS AND ACCIDENT ( FEMALE RIB PREVENTION PRACTICES BE THE TOP PRIORITY Oil ANY J08 SITE. INSULATION --\ ` LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANOAROS 5HOULO ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. X��:=';BSc=rrcr'-=-=--_-:-"-`�-`:-= MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A - -- - - - - - -LOC-SEAM PANEL BUILDING. EMERGENCY TELEPHGNE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PANEL CLIP LSEC-1 0r 2 (FEMALE LEG) PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. OALY MEETINGS HICNLIGHTINC SAFETY PROCEDURES, THE USE OF r4U"i0 HATS, RUBBER SOLE SHOES FACTORY APPLIED MASTIC FOR ROOF WORK, PROPER EQUIPMENT FOR HAHOUNG MATERIAL AND SAFETY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES. .--�- / AMERICAN BUILDINGS COMPANY INTENDS THAT THESE URAWINGS BE INTERPRETED AND A.UMINISIERED WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS, OSFIA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED IQ. TO INSURE MAXIMUM WORKER PURLIN GABLE ANGLE SAFETY. ` CA -I IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF ENDWALL RAFTER IMMEDIATELY TO PREVENT SUPPING OR FALLING. THE FIRST RUN OF PANELS IS NOW READY TO BE INSTALLED, BEGIN WITH THE EAVE PANEL YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL. HOLD THE PANEL VERTICALLY WITH THE MALE EDGE UP AND THE FEMALE EDGE AT THE CUP.HOOK THE FEMALE EDGE OF THE PANEL OVER THE INSTAL!EO PANEL CLIPS. UNLESS NOTED LOC-SEAM PANEL YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION it; RELATION TO THE ROOF EUGE DIFFERENTLY ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER END S' PAST THE (MALE LEG) WHEN USING THE SEAMING MACHINE OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA, BACK SICF CF THE EAVE 5tP.UT (A STRING LINE EXTENDED CUT FROM THE EAVE STRUT WILL PURLN DU NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. HELP KEEP M LINE STRAIGHT), REMOVE 'HE PARER BACKING FROM APPROXIMATELY 2 FEET - IF FOOT TRAFFIC 15 NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED OF THE EAVE MASTIC. ROTATE THE PANEL IN PLACE. BY THE BUILDING PURUN5. 1 FIRST PANEL INSTALLATION FRC11 DETAIL AT�SIDELAP RCO1 SAFETY COMMITMENT GE70 LOC-SEAM GA LOG -SEAM -- . ' GA STANDING SEAM F AA SCALE: DATE _. •UFATYN BY: THG 2-17-95 c LVPAULA �� , ALIDAA[A LOC-SEAM ROOF PANEL CHECKED eY: BLJ 2-17-95 BASIC ERECTION 7ESIQN APP'D BY: DRA)Y1NC REv.No. ISSUED: 3-Ia5 NUNWER LOG--2T 0 NOTE: PRIUR I() INSTALLING LAP FA5TENER5, t ROOF FASTENER PP. -----i S FE1Y Pi icAu! oN MvrcnERs sr«xxo p+wrAw n coNSTANT PANELS MUST BE SEAMED TOGETHER.6• ,j14X1 I T ' A�AxEHE55 Di THEN LOGIgN w REu1WN TD NE IPoOF EDGE b,EN ROOF FASTENER SEE RC07/GA) SWAGED PANEL (SEE I I T I I I oswc THE MWIAL $00K MACHO. ALL AREAS ON ALUMINUM COATED PANELS THAT REQUIRE MAS TC SHOULD BE WIPED CLEM! • I WITH A MILD ALL PURPOSE DETERGENT CLEANEF: BEFORE MASTIC APPLICATION. MANUAL SEAMING MACHINE MASTIC (PRECUT LENGTH) 1 1/2 TP-L I I I PANEL RUNS EXCEEDING 45 FEET IN LENGTH MUST BE MADE WITH TWO ON MORE PANELS. I I THE LOWER 6 INCHES OF THE UPPER PANEL ASWAGED TO LAP THE LOWER PANEL. THIS P•E RECEIVING PANEL I �..r 1`- T-'-- I I LAP WILL OCCUR APPROXIMATELY 12 INCHES ABOVE A PURLIN. PRIOR TO SETTING THE ( I I 1 SWAGED PANEL. INSTALL THE LAP STIFFENER. LSLS-• ON TO THE LOWER RECEIVING PANEL AS SHOWN. THEN INSTALL A LENGTH OF SPECIAL .1 1/2" X 1/87 LOC-SEAM LAP MASTIC 10ETAIL L ACROSS THE WIUfH OF THE UNDERSIDE OF THE SWAGED PANEL BEGINNING AND ENDING AT 1 THE VERTICAL SEAMS (LEGS). APPLY SSCK-1 (LOC—SEAM LAP CAULK) TO BOTH PANELS AS LOC—SEAM PANEL LAP STIFFENER PANEL CLIP I SHOWN IN THE ENOLAP SEALANT DETAILS. INSTALL THE SWAGED PANEL AS SHOWN IN ,DETNL DIMPLE (SWAGED PANEL) LSLS-1 I6" PANEL I I RC06/GA. SECURE THE LAP WITH /14 X I" ROOFFASTENERS INSTALLED AT THE PRE— PANEL CLIP LOC-SEAM PANEL STRUCTURAL FASTENER PANEL CLIP LSLS-2 (12' PANEL) I I DIMPLED LOCATIONS AFTER PANELS ARE SEAMED TOGETHER. /12X1 1/4 SOHH 1 1 LAP STIFFENER �4pURLIN LSLS-• 12' WIDE LOC-SEAM PANELS ARE NOT SWAGED. � r r sv En PncuurgN: IOC -SEAM PANEL I STRUCTURAL. FA5TENER DD Nor srEP op ►Anus4:1 (RECEIVING PANEL) (2 PER ) I WEty PRECAUMN �IP 12X1 1/4 SDHH INSULATION \\1 DO NOT S1FP ON Rib OF PAt4L ALWAYS STEP ON FLAT "A" mACY(�5,�� pT SiEP p1 PINCLS ONIA. w)LEY SECVNEO DETAIL "A PURLIN \ 1 \ SEAMING DETAIL AT PANEL CIT SHOWN A80VE IS THE APPLICATION Of THE LOC-SEAM MANUAL SEAMING MACHINE, THIS MACHINE IS USED AT ALL CLIP LOCATIONS PRIOR TO MECHANICALLY SEAMING THE ROOF, ROOF PANEL ENDLAP RCO6 PANEL LAP DETAIL RC07 SAVE LOC-SEAM GA LOC—SEAM MANUAL SEAMING MACHINE RC68 LOC-SEAM CA _ _ GA LOC-SEAM TAPE PAD y,fMY PHEEAuI�nn - 1/a 0 DEAD I sAFrn PRECAurgN: (PRE-CUT LENGTH) 1 1/2 TP-L SWAGE LINE DO .0 srtr oR .Kx CAULK CTS aN mocc NA5..W viC D rREuE cwTrx! aRAN WOM" AT TK G)( a ku SWAGED PANEL 1/4-4 BEAU CAULK 12" WIDE PANELS ARE NOT SWAGED. NOTE: UP, OVER AND DOWN TAPE MASTIC ALIGN TAPE PAD PAPER BACKING EDGE 12' OF MALE RIB. (CONTINUOUS) RIDGE CLOSURE ZEE SSCK-I MECHAWAL %M-Ng DEVEE FLUSH WITH END OF SWAGED PANEL. (2) 1/4" BEADS CAULK (SSCK-1) 1/4' BEAD CAULK (SSCH-1) 3/4 TM RCZ-1 5" LONG AT UPPER END OF 5' LONG AT UPPER END OF \ RECEIVING PANEL RECEIVING PANEL IOC -SEAM PANEL LDC-SE- PANELS i h s. LOC-SEAM TAPE PAD 'PRE- C LENGTH) - PT ` r SWAGE LINE TAPE MASTIC 1/4" BEAD CAULK (SSCK-1) (CONTINUOUS) .'. DIAGONALLY DOWN MALE / 2 TM RIB TO THE EDGE OF SWAGE LINE. CAULK BACK I" OVER i PANEL C_,P MASTIC. PURLIN ROOF FASIEIIER PANFI SIUFI AP AL$ (I AT EACH LAP) CRITICAL IN PREPARATION OF THE SEAMING OPERATION, ALL CONSTRUCTION DEBRIS SHOULD ' M14X1 BE REMOVED FROM THE ROOF TO PREVENT MACHINE DAMAGE AND/OR ROOF DAMAGE. RECEIVING PANEL (2) BEADS CAULK (SSCK-I) POSITION PoUGE CLOSURE LEE ONTO PANEL ENDS HOLDING IN PLACE WITH C-CLAMPS. ATTACH REFER TO THE OWNER'S MANUAL INCLUDED THE LOC-SEAM MECHANICAL SEAMING DIAGONALLY (1) BEAD VERTICALLY WITH /14 ROOF FASTENERS AS SHOWN IN DETAIL.RC35/GA. CAULKING AT THE PANEL SIDELAP .WITH DEVICE FOR SAFE AND PRACTICAL SEAMING OPERATIONS, DOWN FEMALE RIB, CAULK BACK I" OVER MASTIC. 1/4' BEAD CAULK (SSCK-1) IS CRITICAL TO INSURE WEATIIERDGHTNESS. 24' LONG IN FEMALE RIB ROOF PANEL ENDLAP CAULKING_ DETAIL RC08 RIDGE CLOSURE DETAIL RC31 PANEL SEAMING DETAIL RC36 _ LOC-SEAM ROOF GA _LOC—SEAM GA LOC--SEAM ROOF GA SN(fl PPCCAVIXw ROOF FASTENER (TYP.) ROOF FASTENER _ -PIECE 'Ef � �\ % 00 NOT STEP OR W K I6 i�-p14X1 RIDGE FLASHING 14X1 LSRF-• �'-8' O.C. \ -. 1 TAPE MASTIC--, 3/4 TM I`f- �-UPPER RTICE FLASHING \ TAPE MASTIC _ _ 1-�.L I 1 ^ \��. I 1F/ `� FS(�[f[� NOTES B 1 RIDGE FLASHING 1� LSRF-• (CONTINUOUS 3 4 TM ) / I I` III I LOWER RIDGE FLASHING "' r I TJ BACKUP FLASHING-•;'• I I FEB-LENCiti `�✓y -.. < �\ _ I-L- / \ PIECE 'A.. I. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILLI DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. ` 1. THE BLANKET INSULATION MNlUFAClURER RECOMMENDS THAT DOUBLE SIDED TAPE I ROOF FASTENER (TYP.) 14X I *1/4 DETAIL A / \ ' . �\;\ •� <� "�,� � --�— BE USED 10 SECURE THE INSULATION TO THE SAVE. AMERICAN BUILDINGS COMPANY IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. W RRIIDGEICLOSURE ZEEANEL CLIP (,I� �K� _ ,� % 3. DO NOT USE THE UIMPLEi IN THE END OF THE PANELS TO LOCATE FASTENERS AT THE EAVE. DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDLAPS ONLY. CAPE MASTIC (CONTNNUOuS) 1/4 I • I'i 2 TM FASTENER LOG -SEAM PANEL (2 REQUIRED PER CLIP) TAPE MASIIC I" 3/4 TM T• _.i-.- -Z� - -_s_ -.-s_ ROOF FASTENER rYP. " j` y14X1 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION. 11 3�4 • PURLIN 12XI 1/4 SUHH APANEL) CAPE MASTIC } • RIDGE CLOSURE ZEE FLASHING ((5 PERROOF r �- -- CONTINUOUS RCZF-1 j114X1 3/4 TM I (USE ON HIGH PITCH w STTANDING SEAM LOC—SEAM COLOREU ROOFS) AND LONGSPAN (TYP. BOTH SIUES) RIDGE CLOSURE LOC—SEAM PANEL (TYP. BOTH SIDES) ZEE RCZ-1 1/4'0 GUTTER SEAL HOLES MUSE BE DRILLED PRIOR fO APPLYING MASTIC. TEMPORARILY LAP PIECE 'H' OVER 'A CONTINUOUS PIECE A. PRE-URILL THE REQUIRED NUMUER OF 1/4-0 HOLES THROUGH BOTH PIECES OF INSTALL FASTENERS IN EXACT TAPE MASTIC SEQUENCE SHOWN TO PREVENT RIDGE FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE b" BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE "A AS SHOWN. LAP PIECE 'B" OVER PIECE A' BEING CONTINUOUS 2 iM PANEL BUCKLING, \� CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG RIDGE. ROOF PANEL AND RIDGE FLASHING ATTACHMENT_ RC35 RIDGE DETAIL F-R-C-3-21 EXPANSION JOINT AT RIDGE FLASHING FR-C--3-3-1 ERECTION NOTES RC91 LOC-SEAM ROOF I GA LOC-SEAM GA AA LOC-5EAM GA SCALE: DACE LOC--SEAM ROOF PANEL BASIC ERECTION euenulA ALLlApA rl iz" RRATIN BY: ING 2-11-95 - — CHECKED BY: BLJ 2-17-95 1 li PANELS NOf SWAGED (5EE D(T. RC07/CA & RC06/CA) TON BLJ 10-95 DESIGN APP'D BY: BxAwllvc LOC-3 REV.NO. NUMBER ° I N0. REVISION MADE CX'D. DATE NO, 1 REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 3-1-95 NOTE: FOLD INSULATION BACK, IT ROOF FASfENER---- LOC-SEAM PANEL MUST NOT BE EXPOSED TO (SEE FASTENER LAYOUT \ THE 'WEATHER. DETAIL EA26/CA) \ j 14 X I \ SAFErY PRECAUTION DO NOT STEP OR PANELS UNTIL FULLY SECURED MMDI FASTENERS. TAPE MASTIC — 3/4 TM `�� THERMAL SPACER INSULATION TB-2 OR 16-3 (BY OTHERS) THERMAL SPACER EAVE TRIM �- TSET-1 - 1/4, 1/2 & I f0 12 -SET-4 = 4 TO 12 WALL FASTENER - U5E DOUBLE SIDED TAPE OR OTHER 12 x 114 SDHCW / APPROVED METHODS FOR SECURING INSULATION (BY OTHERS). SEE NOTE O.C. 2 OF DETAIL RC91/AA. - WALL EAVE STRUT FASTENER /14 X 3/4 STHCW //// O.C. STRUCTURAL FASTENER 112 X 1 1 D.C. SOHH I'-0" . WALL PANEL WALL OUTSIDE CLOSURE NOTE : HORIZONTAL LEG OF FLANGE BACK GUTTER IS INSTALLED BETWEEN THE MASTIC AND THE EAVE TRIM, SECTION AT EAVE WITH THERMAL SPACER EA04C LOC-SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS GO ROOF FASTENER I PER GU`TER CLIP 14 X 1 STANDING SEAH & LOC-SEAM 12 x 1 1/4 = LONGSPAN GUTTER CLIP CC-81 1/4, I/2 TAPE MASTIC & I TO 12 PLACE UNDER CLIP GC-84 4 TO 12 3/4 TM 3-0" O.C. . 6' LENGTH ROOF FASTENER I1 PER CLIPI 1 //14 X SIP LOC $14 X 3/4 a LONGSPAN i E--- I II GUTTER CLIP I II I I II GC -A I 3'-0., O.C. II I II I II I II GUTTER I I GTI-15.2 2'-0" O.C.FOR ICE & SNOW CONOITION STANDARD GUTTER INSTALLATION DETAIL EA01 AA TOP VI W CUTTE GC ' J/4" X 3/16" TAPE M MASTIC INSTALLED UNDER GUTTER CLIP 3/4 TM SIDE VIE`N OI USE THIS HOLE TO ATTACH GUTTER CLIP TO ROOF FOR ALL STANDING SEAM AND LOC-SEAM ROOFS. l 2 1 00 NOT USE THIS HOLE TO ATTACH GUTTER CLIP TO ROOFS REQUIRING STANDING SEAM OR LOC-SEAM PANELS. GUTTER CLIP ROOF ATTACHMENT HOLES A06 GC-0 CUPS ONLY. AA w NOTE: ROOF FASTENER-- 1.01 -SEAM PANEL FOLD INSULATION BACK, IT (SEE FASTENER LAYOUT MUST NOT BE EXPOSED TO DETAIL EA26/0A) _ THE WEATHER. N 14 X I —Ty III-TIll" TAPE MASTIC 00 NOT SEEP OR PAlIELS UNTILFULLY SECURED WIBI FASTENERS, 3/4 TM EAVE TRIM I PANEL CAP FLASHING TSET-I = 1/4, 1/2\ I SHCF-3 INSULATION & I TO 12 \\ THERMAL SPACER (BY OTHERS) TSET-4 - 4 TO 12 1 TB-2 OR TB-3 BLIND RIVET \ 1.- (4 PER RIVET J3) WALL FASTENER USE DOUBLE SIDED TAPE OR OTHER H14 X 3/4 STHCW INRING SULATION (BY PPROVED HOTHERS) SEEODS FOR NOTE1'-4' O.C. 2 OF DETAIL RC91/AA. -STRUCTURAL FASTENER WALL FASTENER ` #12 X 1 1/4 SOHH 412 X I SOYC W/NUfBLK 1'-0" O.C. 1'-4" O.C. WALL PANEL J EAVE STRUT NOTE : HORIZONTAL LEG OF FLANGE BACK GUTTER IS INSTALLED BETWEEN THE MASTIC AND THE EAVE TRIAL. SECTION AT EAVE WITH THERMAL SPACER EA04C LOC-SEAM ROOF / SHADOW PANEL WALLS - G D ROOF FASTENER 1 PER GUTTER STRAP #14 X 1 = STANDING SEAM & LOC-SEAM 112 X 1 1/4 = LONGSPAN TAPE MASTIC GUTTER STRAP PLACE UNDER CLIP CS-1 - 1/4. 1/2 3/4 TM & I TO 12 I G" LENGTH GS-4 = 4 TO 12 3-0" O.C. . - I I _ I II I II I II I II I II GUTTER I II BG-I = 1/4, A1/2--JI II & I TO 12 I II 80-4 - 4 TO 12 I I` - - • 2'-0" O.C. FOR ICE & SNOW CONDITION 1 1 1 FLANGE BACK GUTTER INSTALLATION EA02 AA TOP VIE'N VI 4 1OUSE THIS HOLE TO ATTACH GUTTER STRAP TO ROOF FOR ALL ROOFS REQUIRING FLANGE BACK GUTTER. O3/4' X 3/I6" TAPE MASTIC X 6" LONG AUGNED WITH END OF GUTTER STRAP AND INSTALLED UNDERNEATH, GU"fTER STRAP ROOF ATTACHMENT HOLE EA07 CST STRAPS ONLY. AA .. TAPE MASTIC --ROOF FASTENER 3/4 TM 114X1 O.C.* LOC-SEAM PANEL CL;P\ GABLE ANGLE -- GA-1 THERMAL SPACER T8-2 OR TB-3 LOC-SEAM PANEL. RAKE FLASHING- LRK-1 I 1 WALL FASTENER - I12X1 1/4 SDHCW I'-O" 0 .r. } STRUCTURAL FASTENER 2 PER PURLIN 112X1 1/4 50HH RAKE SUPPORT \ FLASHING RSF-1 — STRUCTURAL FASTENER WALL FASTENER -L ------- 2 PER CLIP 4 '14X3/4 STHCW - #12X1 1,/4 SOHH PURLIN OUfSIOE CLOSURE 4 LOCATE 7 -6" U.C. FOR FIRST 5'-0" FROM SAVE FOR ICE AND I SNOW CONDITIONS. WALL PANEL RAKE DETAIL AT STARTING ENDWALL_ (1:12 AND LESS) RAOIC LOC-SEAM ROOF W/THERMAL SPACERS G ARCHITECTURAL OR LONGSPAN PANEL WALLS ROOF FASTENER AUXILIARY RAKE FLASHING O' �IARF-I 6' 6 O.C. LOC-SEAM PANEL - BLANKET INSULATION TAPE MASTIC 3/4(CONTMUODS) RAKE SUPPORT ANGLE - (DO NOT ATTACH TO SUB -FRAMING) F5A-I PANEL GABLE ANGLE GA -I ROOF FASfENER-- -_-----.--'i ---- -v- -- X14X1 ----- ---111 1'-0- O.C. L - - - �Ir-!"-- FLAS HING SAVE —� FLA'iHINC I PED-•1 - 1/4. 1/2 & 1 i0112 PED-4 = 4 TO 12 WALL FASTENER #14 X 3/4 STHCW r-D' O.C. -L-4-'- DELUXE EAVE FLASHING INSTALLATION O31 AA SCALE: DATE DRApN BY: THG 2-17-95 CHECKED BY: BLJ 2-17-95 DE5.QN APP'D BY: ISSUED: 3-1 -95 ROOF FASTENER #14x1 1'-6" O.C. ROOF FASTENER TAPE MASTIC (CONTINUOUS) TM /14X1 6" O.C. AUXILIARY RAKE FLASHING LARF- I TAPE MASTIC (CONTINUOUS) 3/4 TM RAKE FLASHING LRK- I LOC-SEAM PANEL - (FIELD CUT) � THERMAL SPACER --�_ _ -.. _ _ _ - (OPTIONAL) TB-2 OR TB-3 RAKE SUPPORT ANGLE (DO NOT ATTACH TO PURLIN) STRUCTURAL FASTENER RSA -I 2 PER PURLIN THERMAL SPACER #12X1 1/4 SUHH __ CONTINUOUS ALONG ENDWALL . WALL FASTENER . ---RAKE SUPPORT FLASHING Al2X1 1/4 SDHCW \ RSF-I 1'-0" O.C. -WALL FASTENER - - - - 114x3/4. STHCW r LOCATE 0'-Ei O.C. FOR FIRS! PURLIN I'-0" O.C. 5'-0" FROM SAVE FOR ICE AND SNOW CONDITIONS. OUTSIUE CLOSURE WALL PANEL AUXILIARY RAKE DETAIL RA02C LOC-SEAM ROOF W/THERMAL SPACERS GB ARCHITECTURAL OR LONGSPAN PANEL WALLS ROOF FASTENER AUXILIARY RAKE FLASHING DO NOT FASTEN TO PURLIN LARF-I 114X1 6" O.C. TAPE MASTIC (CONTINUOUS) 3TM THERMAL THERMAL PACER — R.� OPTIONAL) -2 OR TB-3 ;.,, , .. LOC-SEAM PANEL (FIELD WH N THERMAL SPACERS AN REQUIRED. INSTALL _ - - _ -.� _ CUT AND BEND UP I/2") A CONTINUOUS LINE OF THERMAL SPACERS ALONG — — — — — — — — —RAKE SUPPORT ANGLE THE ENTIRE vnDTH OF (DO NOT ATTACH TO THE DUILORIG ALONG IRE SUB —FRAMING) TOP OF THE GABLE ANGLE. RSA —I ` THERMAL SPACER STRUCTURAL FASTENER \ CONTINUOUS ALONG. ENDWALL 2 PER PURLIN \ TS-2 OR TB-3 H12X1 1/4 SDHH �� - M-4 rn�I Clvcn j12X1 1/4 SDHCW PURLIN �- WALL PANEL CAULANGLE GA -I AUXILIARY RAKE FLASHING INSTALLATION RA06 LOC-SEAM ROOF / ARCHITECTURAL OR LONGSPAN PANEL WALLS GB RIDGE FLASHING ROOF FASTENER WITH ENDCAP �(1 REQUIRED) 14x1 TAPE 1 I 3/4 TMASTIC I LOC -SEAM RAKE J I I FLASHING LRK-1 GABLE ANGLE I /I GA- I I TAPE MASTIC I J/4 iM RIDGE CLOSURE ZEE I RCZ-1 I CAULK RAKE CAP TAPE MASTIC LRC-1 2 TM BUND RIVET \ (6 REQUIRED) \ 1/8 RIVET \ KQTF RAKE SUPPORT FLASHING ROOF AND WALL PANELS RSF-I OMITTED FOR CLARITY. RAKE CAP INSTALLATION RAI6 LOC-SEAM ROOF GA LOC-SEAM ROOF PANEL eurAuuALABAMA BASIC ERECTION r�qa" DRAWING kEx NUMBER LOC -4T 0 TAPE MASTIC ROOF FASTENER 3/4 TM y14X1 01—K' U.C. ROOF FASTENER (5 PER PANEL) 14X1 HIGHSIDE FLASHING TAPE MASTIC HSEL-1 1/4, 1/2 2 TM & I f0 12 HSEL-4 4 TU 12 CUP ------��P�ANEEELL —SEAM PANEL RIDGE CLOSURE — FLOC ZEE RCZ—I I INSULATION (BY OTHERS) " WALL FASTENER y12X1 1/4 SDHCW I-(T O.C. WALL FASTENER— 014X3/4 STHCW 1•-0" O.C. STRUCTURAL FASTENER 2 PER CLIP OUISIUE CLOSURE — 4 12 X 1 1/4 SDHH WALL PANEL HIGHSIDE SAVE STRUT HIGHSIDE EAVE FLASHING ATTACHMENT EA05 LOC-SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS GB SEAL WALL PANEL SIDELAPS WITH 3/4' —� STOP INSULATION TAPE MASTIC DURING INSTALLATION. START TJIT ABOVE CLOSURE MASTIC AT CLOSURE AND CONTINUE UP WALL FASTENER SIDELAP 36% k12X1 1/4 SDHCW INSIDE CLOSURE WITH 3/4' TAPE 1'-0 O.C. MASTIC APPLIED TO BOTH SIDES. ` ROOF FASTENER STRUCTURAL FASTENER I20T I4 SDHH r 14x1 # O.C. - ROOF TO WALL FLASHING FRW- I or FRW-4 GIRT INSIDE CL05URE WAIL FASTENER /12x1 1/4 SDHCW TAPE > 1'-0' O.C. MASTIC LOC -SEAM 3/4 TM PANEL CABLE ANGLE CA-3 PANEL CLIP 3 1/2" WALL PANEL RIDGE CLOSURE ZEE RCZ-1 PURUN ROOF FASTENER �5 PER PANEL) 14XJ TAPE MASTIC 2 TM STRUCTURAL FASTENER 2 PER CLIP 112X1 1/4 SOHH ROOF TO WALL TRANSITION AT HIGH SIDE EA11 LOC —SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS I G B ROOF RROOF FASTENER TAPE MASTIC 3/4 TM 0-6" O.C. ROOF FASTENER �5 PER PANEL) laxl HIGHSIDE FLASHING TAPE MASTIC HSEL—I - 1/4. 1/2 2 TM & 1 10 12 HSEL-4 4 TO 12 PANEL CUP LOC—SEAM PANEL RIDGE CLOSURE — ZEE RCZ-I THERMAL SPACER INSULATION TB-2 OR TB-3.. (BY OTHERS) 'HALL FASTENER----�,_ #12X1 1/4 SDHCW 1-0" O.C. WALL FA51ENER -- _" k 14X3/4 STHCW 1-0 O.C. STRUCTURAL FASTENER OUTSIDE CLOSURE 2 PER CLIP R12 X 1 1/4 SDHH WALL PANEL I HIGHSIDE EAVE STRUT HIGHSIDE EAVE FLASHING ATTACHMENT JEA05C LOC-SEAM ROOF W/THERMAL SPACERS G B ARCHITECTURAL OR LONGSPAN WALLS SEAL WALL PANEL SIDELAPS WITH 3/4' -` STOP INSULATION TAPE MASTIC DURING INSTALLATION. START ABOVE CL05URE MASTIC AT CLOSURE AND CONTINUE UP WALL FASTENER SIUEIA.P 36". #12X1 1/4 SDHCW INSIDE CL05URE WITH 3/4" TAPE ----�\ I'-0" O.C. MASTIC APPLIED TO BOTH SIDES. ROOF FASTENER STRUCTURAL FASTENER SDHH 114X1 Y. 1. D C. o -s O.C. ROOF TO WALL FLASHING GIRT FRW-I or FRW-4 PANEL CLIP IN51DE CLOSURE WALL FASTENER 112X1 1/4 SDHCW TAPE x_ I'-0" O.C. MASTIC LOC-SEAM 3/4 TM PANEL \ THERMAL SPACER y CABLE ANGLE CA-3 TB-2 OR 18-3 3 1/2". I WALL PANEL RIDGE CLOSURE ZEE RCZ-1 ROOF FASTENER PURLIN (5 PER PANEL) y14X1 TAPE MASTIC 2 TM STRUCTURAL FASIENER 2 PER CLIP N12X1 1/4 SOHH ROOF TO WALL TRANSITION AT HIGH SIDE EA1 1 C LOC-SEAM ROOF W/THERMAL SPACERS GB ARCHITECTURAL OR LONGSPAN WALLS LOC-SEAM PANEL `- LOC-$EAM PANEL ROOF FASTENER (SEE FASTENER LAYOUT __ ROOF FASTENER _ (SEE FASTENER LAYOUT DETAIL FA26/GA) �_r.,_,_�-,�.»..-----^` DETAIL EA26/GA) 114X 1 #14X I PANEL CLIP PANEL CLIP I W/FASTENERS I TAPE MASTIC 3/4 IM _ I 1, I I W/FASTENERS —TAPE MASTIC I 3/4 TM ^ - I I THERMAL SPACER I I I I TB-2 OR TB-3 EAVE FLASHING I EAVE FLASHING I PEO-1 - 1/4, 1/2 EAVE STRUT PED-I 1/4, 1/•--'-:==- - PED-4 4 TO 12 — STRUCTURAL FASTENER PEO-4 = 4 TO 12 WALL FASTENER Y12 X 1 1/4 SDHH ICE & SNOW 1'-0" O.C. PURLIN WALL FASTENER ---�-_ ��—STRUCTURAL FASTENER #12 X 1 1/4 5UHH /14 X 3/4 STHCW #14 X 3/4 STHCW 1'-0" O.C. 1'-0" O.C. --WALL FASTENER I'-0 D.C. J12 X 1 1/4 SDHCW � WALL FASTENER ICE do SNOW EAVE TRIM LSET-1 = 1/4. 1/2 1-0 O.C. EAVE TRIM TSET—I = 1/4, 1/2 #12 X 1 1/4 SDHCW PURLIN -1'-0 O.C. & I TO 12 ... OUTSIDE CLOSURE & I TO 12 lOuTSIUE LSEI-4 - 4 TO 12 TSET-4 a 4 TO 12 _.---� CLOSURE WALL FASTENER WALL FASTENER j14 X 3/4 STHCW #14 X 3/4 STHCW _�` _EAVE STRUT I•-U' O.C. 2'-U" 1'-0 O.C. 2-0' WALL PANEL WALL PANEL ICE & SNOW EAVE DETAIL W/DELUXE EAVE FLASHING EA21 ICE & SNOW EAVE DETAIL W/DELUXE EAVE FLASHING r� EA21 C LOC—SEAM ROOF / ARCHITECTURAL OR LONGSPAN 'WALLS GB LOC—SEAM ROOF W/THERMAL SPACERS GB ARCHITECTURAL OR LONGSPAN WALLS FIELD BEND KNUCKLE AT' MID —POINT 1 1 II II II II I Iy� FIELD CUT MALE A.-D-� I FEMALE RIBS AT THE REQUIRED LOCATION AL STEP t ROOF TO WALL TRANSITION AT EAVE LOC-5EAM SEAL WALL PANEL SIDELAPS WITH 3/4' TAPE MASTIC DURING INSTALLATION. START MASTIC AT CLOSURE AND CONTINUE UP SIDELAP 36-. INSIDE CLOSURE WITH 3/4' TAPE MASTIC LOC-SEAM INSIDE METAL KNUCKLE LPK-1 STEP 2 LOC-SEAM OUTSIDE METAL KNUCKLE LPK-0 GUTTER ` CAULKING GTS LOC-SEAM PANEL (CONTINUOUS) LOC-SEAM INSIDE METAL KNUCKLE LPK-I STEP 3 BRING CAULKING DOWN BACKSIDE AND DOWN THE FEMALE R18 BLIND RIVET r1/8 RIVET LOC-SEAM PANEL (CONTINUOUS) BLIND RIVEET� 1/8 RIVET LOC-SEAM OUTSIDE METAL KNUCKLE LPK -0 TSIDE I KLE EA30 ROOF TO WALL TRANSITION AT EAVE EA31 GA I LOC-SEAM I GA APPLIED TO BOTH SIDES OF CLOSURE. WALL PANEL WALL FASTENER WALL FASTENER �14X3/4 STHCW O.DO NOT FASTEN THROUGH C. ROOF TO WALL FLASHING #12X1 1/4 SDHCW ROOF TO WALL FLASHING 1'-0" O.C. FSF-16 ROOF FASTENER WALL INSULATION SHOULD DO NUT ATTACH TO PURLINS ,Ny14aT T STOP ABOVE CLOSURE 0'--6' O.C. 3 12, CAABLJE ANGLE MASTIC 3/4 X 3/I6 CONTINUOUS---_� LOG -SEAM PANEL _ AUXILIARY RAKE FLASHING - LARF-1 a FIELD TRIM PANEL AND BEND UP IF REQUIRED / STRUCTURAL FASTENER - - - - - - - _ROOF FASTENER ----- 2 PER PURUN d12X1 1/4 SUHH p14X1 PURLIN 2'-O" U.C. -PANEL CLIP AND FASTENERS WALL TO ROOF TRANSITION AT GABLE_ RA30 LOC-SEAM ROOF / ARCHITECTURAL OR LONGSPANWALLI— G LOC-SEAM PANEL - ROOF FASTENER �1 (SEE FASTENERnaYOUT #14 X I ^^ PANEL CLIP w/FASTENERS I TAPE MASTIC 3/4 TM \ `I FLASHING FL20A,-15.3� \ I FAVE STRUT --STRUCTURAL FASTENER ICE, BSc SNOW N12 x 1U' 1/4. SDHH PURLIN 1'-O.C. I �- WALL FASTENER WALL FASTENER— #12 X 1 l/4 SDHCW # 14 X 5/4 STHC'N I'-0' O.C. 1'-0'• O.C. OUTSIDE'1 CLOSURE EAVE TRIM �.�____-,J LSET-1 1%4, 1/2 & I TO 12 2'-T L5ET-4 4 TO 12 _ WALL. PANEL-� ICE & SNOW EAVE DETAIL _ EA22 LOC-SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS GO SEAL WALL PANEL SIDELAPS WITH 3/4' TAPE MASTIC DURING INSTALLATION. START MASTIC AT CLOSURE AND CONTINUE UP SIOELAP 36. INSIDE CLOSURE WITH 3/4" TAPE MASTIC } APPLIED TO BOTH SIDES OF CLOSURE. WALL PANEL WALL FASTENER STHCW WALL FASTENER ,�14X3/4 I-0" O.C. DO NOT FASTEN THROUGH ROOF TO WALL FLASHING #12X1 1/4 SDHCW ROOF TO WALL FLASHING 1'-o' O.C. FSF-16 ROOF FASTENER 00 NOT ATTACH TO PURLINS WALL INSULATION SHOULD ,Ny14xi STOP MOVE CLOSURE O.C. r _ ANGLE MASTIC 3/4 X 3/16 CONTINUOUS 3 1�r CABLE LOC-SEAM PANEL /Jf 2 1 --AUXILIARY RAKE FLASHING LARF-I L FIELD TRIM PANEL AND BEND UP IF REQUIRED — STRUCTURAL FASTENER ---- _ _ _--__--_ 2 PER PURLIN #12X1 1/4 SDHH ROOF FASTENER PURLIN - / 14X I 2'-0' O.C. THERMAL SPACER TU-2 OR TB-3 PANEL CLIP AND FASTENERS . WALL TO ROOF TRANSITION AT GABLE RA30C LOC-SEAM ROOF W/THERMAL SPACERS GB ARCHITECTURAL OR LONGSPAN PANEL WALLS LOC-SEAM PANEL ROOF FASTENER — (SEE EA 6/CA�YOUT DETAILFASTENER N14 X I PANEL CLIP 1 W/FASTENERS CAPE MASTIC I I 3/4 TM I I THERMAL SPACER TS-2 OR TB-3 FLASHING FL20A•-15.3 ��- STRUCTURAL FASTENER 112 X 1 1/4 SDHH 1•-0' O.C. "--WALL FASTENER ICE do SNOW WALL FASTENER #14 X 3/4 STHCW j112 101/04C OHCW PURLIN 1'-0' O.C. OUTSIDE CLOSURE EAVE TRIM TSET-1 - 1/4, 1/2 & I TO 12 EAVE STRUT T5ET-4 - 4 TO 12 2.-0' WALL PANEL ICE & SNOW EAVE DETAIL EA22C LOC-SEAM ROOF W/THERMAL SPACERS �G B ARCHITECTURAL ORLONGSPAN WALLS SCALE: DATE -- DRAWN Ely:_ TNc 2-17-95 LOC—SEAM ROOF_ PANEL ^-UfAvu - L,La�1u -- — CHECKED fly: DLJ 2-17-95 BASIC ERECTION h v DESIGN APP'D BY: DRAWING � REV.NO. NO. REVISION MADE CK'D. DATE No. —REVISION MADE CK'D. DATE No, REVISION MADE CK'U. DALE ISSUED: 3-1-95 NUMUER LT,G J 0 RFE-(W/ ENUCAP) RFE- \ U.N.) `. • � ��c RFEH- RFE- (T(P U.N.) RFE-(W/ ENDCAP) RFEH- RFE- (TYP U.H.) -�� -A RFE-(W/ ENDCAP) B RFE- ftFE- (FOP U.N.) (TYP. U.N.) LEGEND: KEY DETAIL RFE-(W/ ENDCAP) A = HVO1/SA 8 HVO2/SA - C HVO3/SA D a HVO4/SA . VALLEY FLASHING E HV05/SA HIP AND VALLEY DETAILS KEY PLAN HVOA AA ROOF FASTENER J14X1 6" O.C, LOC-SEAM PANE (FIELD MITER AS REQ'D.-T'fP,) RIDGE FLASHING LSRF-- CAULF: i GTS i'� 'N N• �'�-6' VALLEY FLASHING (FIELD MITER) VF-I ROOF FASTENER (TYP. BOTH SIDES OF RIDGE FLASHING) d14X1 s" O.C. RIUCE CLOSURE ZEE RCZ-I TAPE MASTIC (CONTINUOUS ALONG TOP OF CLOSURE ZEE) 3/4 TM APPLY URETHANE CAULK TO FORM CO T. SEAL I � ;� (TfP. U.N.) CRITICAL T/ VALLEY FLASHING (FIELD MITER) SVF-I ROOF FASTENER (6 PER PANEL FLAT AT VALLEY FLASHING - FYP. U.N.) J1.1X1 TAPE MASTIC (CONTINUOUS ALONG PANEL UNDERSIDE PURLIN (TY PICAI -SLOPE tf IKIM 1 J RAFTER OR PURLIN SUPPORT (TYP. U.N.) t- HIP RIDGE AT VALLEY FLASHING-TYP. FLASHINC 2 TM It SEE HV13/AA L5RFH-. Of HIP RAFTER HIP AND VALLEY DETAIL AT RIDGE FFHVO4 ROOF FRAMING PLAN Af HIP HV14 LOC-SEAM ROOF u CA AA CA JLK HIP/VALLEY TRIM PURLIN CLIP (Al LAPS) LHVT- I CPC-1 1. KLVILW ALL HIP AND VALEtr UtIAILJ A] YYLLL A LOC EAM PANEL + VALLEY FLASHING -�� G.' FIELD ADAPT RIDGE (SEE NOTE BELOW) -S STAJpARD ERECTIONS DRAWINGS. (FIELD MITER AND � _ _,._ CLOSURE 'ZEE (INSTALL FIELD CAULK AS C % AND CAULK AS REQ•O. 2. FIELD CUT AND ADAPT PANELS AND PURLIN$ AS\\\- -- REQUIRED) SVF-1 \'\ i WW TO FORM WEA(HERTICHf \ • LOC-SEAM PANEL SEAL. CPC-1 STRUCTURAL FASTENER REQUIRED FOR ATTACHMENT AT VALLEY BEAM JUNCTION. �•\ i-- •, \ / •/ ; \ (SEE NOTE BELOW) %12%( I/4 SUHH 3. IF ALUMINUM COATED ROOF PANELS ARE REQUIRED, RIDGE FLASHING k\\• SLOPE - (FIELD MITER AS ;(I h; �, (2 AT EACH PURLIN) II \ Z. Il REQ'D. -TYP.) /: J \ _ ALL PANEL ETIOLAPS AND AREAS OF FIELD APPLIED MASTIC (FIELD MITER) \.,v _ - - APPLY URETHANE CAULK - _ i , " IT ft. \' �� l ALONG (OP MASTICTAPE (CONTINUOUS C CLOSURE ZEE SHOULD BE WIPED CLEAN WITH A MILD ALL PURPOSE LSRF-. •\ _•�- ROOF FASTENER d14X1 _ `� TO FORM CONTINUOUS SEAL 1 / h n �� \ TYP. BOTH SIDES 3/4 TM DETERGENT CLEANER BEFORE MASTIC INSTALLATION. (`�• �. (5 PER PANEL TYP. AT INTERSECTION OF ALL ) / 1 -- THIS WILL INSURE A G000 SEALING SURFACE AND \\ \�: ALONG SAVE ) RIDGE CLOSURE ZEES / " RIDGE CLOSURE \\\ �\ AND PANEL RIDGE ENDS ` /- IMPROVE WEATHER TIGHTNESS. ZEE RCZ-I w I` \ \ TYP. BOTH SIDES). R' a \ �`\\ a It - _ (.� 4. DUE TO THE MANY VARIATIONS OF NIP AND VALLEY CONOtT10N5, THE DETAILS `\ \\=. \,�- ( �- SHOWN ARE FOR REFERENCE ONLY, .ALL NIP AND VALLEY FLASHING CONNECTIONS �+ `2\ �\ TAPE MASTIC 3/4 TM VALLEY FLASHING VALLEY FLASHING I` (TYP. ALONG SAVE) (FIELD MITER) - �--- ARE TO BE FIELD WORKED. USE URETHANE CAULK AT FLASHING LAPS AND TO FILL I \�\ (FIELD MITER) SVF-I - SVF-T SMALL VOIDS. FIELD TRIM AND MITER ROOF PANELS WHERE REQUIRED. LOC-SEAM PANEL `Z• ROOF FASTENER (6 PER TYP - (TYP, U.N.) - - ROOF FASTENER (TYP. BOTH PANEL FLAT AT VALLEY 1 PURLIN 5. USE THESE DETAILS IN CMVNCTION WITH THE AMERICAN BUILDINGS COMPANY "IDES OF RIDGE FLASHING) FLASHING - TYP. ® SLOPE q (rrP ) LOC-SEAM ROOF PANEL ERECTION MANUAL. FOR ADDITIONAL INFORMATION ON ENDCAP (FIELD DESIGN! AND #14X1 CUT PANELS) HIP AND VALLEY CONDITIONS, SEE SHEETS RHC-2 AND RVC-2. FABRICATION BY OTHERS) 8" O.C. M14X1 . RIDGE CLOSURE- HIP RAFTER NOTE: 6. THINK SAFETY. TAPE MASTIC 3/4 TM ZEE RCZ-I TAPE MASTIC (CONTINUOUS FIELD WELD CLIPS ----/ (TYP. ALONG EAVE) HIP RIDGE FLASHING -- ALONG PANEL UNDERSIDE - HVPC-IL AND HVPC-1R TO LSRFH-• AT VALLEY FLASHING-TYP.) PURLIN$ AND VALLEY BEAM GUTTER OR DELUXE SAVE 2 TM AS SHOWN. TRIM (FIELD MITER AND FIELD ADAPT AS REO'D.) VALLEY DETAILS GENERAL NOTES HV90I HIP DETAIL_ AT EAVE FHTV02 VALLEY DETAIL. AT RIDGE H_ _V —0 5-1 SECTION THROUGH HIP AT FRAMING HV13 AA J LOC-SEAM ROOF GA LOC-SEAM ROOF GA a AA VALLEY FLASHING _ RAFTER OR PURLIN (FIELD MITER)SVF-I HIP/VALLEY TRIM ____ PURLIN CLIP ROOF FASTENER \ SUPPORT (TYP. U.N.) HVPV-IH d14X1 \ ROOF FASTENER _ TAPE MASTIC CONTINUOUS ALONG PANEL LHVT- 1 4- U.C. i--HIP/VALLEY TRIM J,r (6 PER PANEL FLAT- \_ UNDERSIDE AT VALLEY FLASHING - TYPICAL) (SEE NOTE BELOW) LHVT-1 FYP. B.S. AT VALLEY FLASHING) d14XI -�'_ s 2 TM LOC-SEAM PANEL (TYP.) I (NOTE: FASTENER MUST PENETRATEPANEL � I° STRUCTURAL FASTENER lOC-SEAM PANEL 2 X 3/16" MASTIC UNDER PANEL TO ROOF FASTENER I Fta1 HVPC- 1 �2 AT EACH PURLIN \ INSURE WEATHER TIGHTNESS) d12%I 1/4 SOHH (TYP BOTH 510ES Ar �� ✓!%�) y (SEE NOTE BELOW) \ I I - ( ALL RIDGE FLASHING) )" I IT III e ` LOC-.SEAM PANEL SEE HVI2/AA ,d14XI 1 f r{.I 4 Pz� __ I VALLEY FLASHING 8" O.C. i fRIDGE FLASHING'•-- _ 1\ TSVF-I R - \� l i h y // FIELD MITER) HVPC-1 •-- T 1 'y(TYP.)iAPE MASTIC (CONTINUOUS � I0_-' ^^� I it �` r RIDGE CLOSURE ZEE RCZ-I z 1 ALONG TOP OF CLOSURE ZEE) -- 3/4 TM `� / •Y • VALLEY FLASHING ( FIELD RIDGE FLASHING 1 y! MITER AS REO'D. HERE.) a+ � •----- /� � I PURLIN (FIELD MITER) 0" I ` °`\ SVF- I - �� SLOPE (TYPICAL) LSRF-. f( o\` A TYP. PURL1IN _ I (TYP'/ 128 UP MD E RIO CAUL URETHANE CAULK _H b. - ^ (T'YPROO� BOTH E51DES OF NER$ �--VALLEY BEAM (SSCK-1) - M PAN - HIP RIDGE FLASHING) NOTE: LOC SEA EL # 14X 1 3/6- BEAD CAULK, VERTICALLY DI ALY { UP & OVER MALE R18, DIAGONALLY PAY (TYP. U.N.) � a" Q.c. FIELD WELD PURLIN IN CLIPS UP & OVER MALE RIB AND AT PANEL t HIP RIDGE FLASHING HVPC-1L AND HVPC- IR TO �- OFBASE --.r,VPC IL L5RFH-• -TAPE MASTIC (CONTINUOUS PURLINS AND VALLEY STEAM 3/16' X 7 MASTIC VALLEY BEAM (FYP) ALONG TOP OF CLOSURE ZEE) AS SHOWN. 3/4 TM ROOF FRAMING PLAN AT VALLEY HV0I HIP AND VALLEY DETAIL AT RIDGE_ f HV-031 SECTION THROUGH VALLEY AT FRAMING HV121 SIDELAP CAULKING DETAIL AT VALLEY HV15 AA LOC-SEAM ROOF -� GA - AA LOC-SEAM ROOF GA SI'.ALE; DATE `-' - -- DFA'7N BY: LUC—SEAM ROOF PANEL LVFAVLA _ �.. AUBAYI — CE.ECKED BY: HIP AND VALLEY DETAILS 1 REDRAWN TO SUB -DRAWING FORMAT TBG BLJ 10-95 DESIGN APP'D BY: DRAWING VEY.I NO. REVISION MADE, CK'D. DATE N0. REVISION MADE CK'D. I DATE N0. REVISION MADE CK'➢. DATE IS:;UED: 3-1-95 NUMBER LUG-.i3 I VALLEY FLASHING (FIELD MITER) SVF- 1 r\ MASTIC TO MASTIC LOG -SEAM PANEL- CONTACT MUST 8E i (TYP. U.N.) MADE TO FORM A CONTINUOUS SEAL - CRITICAL • � >, � � SLOPE \ TAPE MASTIC (TYP. ROOF FASTENER \ \�� (6 PER PANEL FLAT \ TOP. 0 SVF-I) \•\ �, \ ALONG SAVE UNDER LOC-SEAM PANEL) 1 3/4 TM k14X1 �\ s 2' X 3/ 16- MASTIC •-�"•�- \ CUNT, (TYP. Dow\ SIDES U.N.) 2 DA -` -- FIELD FABRICATE PLUG. INSTALL SLOPE_I,I \ & CAULK TO FORMM WEATHER SEAL 1• TAPE MASTIC ABOVE AND -- BELOW VALLEY FLASHING R1 9 EAVE - CRITICAL. - 3/4 TM ROOF FASTENER (5 PER PANEL FLAT TYP, ALONG EA`JE) N14X1 ��--- GUTTER OR DELUXE EAVE LOC-SEAM PANEL (FIELD MITER AND FIELD ADAPT AS REQ'D.) (TYP. U.N.) VALLEY DETAIL AT EAVE HCOI l _ LOC-SEAM kUOf ROOF FASTENER (TYP.) d14X1 6" 0.(:. BEARING PL (MUST BE.( INTO RIGID RIC LUC—SEAM PANEL MASTIC NUOUS 16 1�'UNTIN000S RIDGE CLOSURE ZEE RCZ— 1 (TYPICAL) RIGID INSULATION BEARING PLATE P 1 4 ROOF FASTENER V 6" O.C. RIDGE FLASHING --- LSBP-1 LUC—SEAM PANE! BLOC —SEAM PANEL CLIP LSEC—I #14 WALL FASTENER 0'-8" D.C. — VAPOR BARRIER R E F FII G RK 1 1 MASTIC 3/4X3/16 MASTIC 2X3/16 (TYPICAL) L OC—SEAM PANEL CLIP -- __.___� LSEC-1 —1 14 WALL FASTENER`S -•Mc-- �--i—�—•� � �-� r� ,% 1'-0" O.C. +. � y r� BEARING PLATE - \ LSBP-1 31DE CLOSURE PURLIN �� LOC—SEAM CLIP FASTENER 1ALL FASTENER SEE NOTE 2 PANEL \ FASTENER M12X1 1/4 SDHH VAPOR BARRIER MULTI —RIB PANEL (OPTIONAL) J RIGID INSULATION DETAIL AT RIDGE MASTIC 3/4x3/16 CONTINUOUS . AT EAVE. CAULK BETWEEN PANEL RIBS AS SHOWN IN THE LUC—SEAM ERECTION MANUAL. #14X1 ROOF FASTENER LOC—SEAM PANEL GUTTER CLIP (SEE SCHEDULE) (1 PER GUTTER CLIP) MASTIC 3/4x.3/16 LOCATED # 14 ROOF FASTENER UNDER GUTTER CLIP RIGID INSULATION STANDARD GUTTER (OPTIONAL) VAPOR BARRIER GUTTER CLIP GC —A SAVE 'TRIM (SEE NOTE 4) / MULTI —RIB PANEL (OPTIONAL) EAVF. TRIM SUPPORT (SEE NOTE 4) �—FASTENER #12X1 1/4 SDHH (6" O.C. SEE NOTE 6) j/14 WALL FASTENER 1'-0" U.C. FASTENER #12X1 1/4 SDHH 1'-0" O.C. P #12 WALL FASTENER . OUTSIDE CLOSUF2 SAVE STRUT WALL PANEL SECTION AT EAVE RIGID INSULATION 1. WORK THIS DRAWING WITH DETAILS AND INSTRUCTIONS SHOWN ON THE TYPICAL SECTIONS AND DETAILS. 2, THE LENGTH AND TYPE OF LOC—SEAM CLIP FASTENERS IS DETERMINED BY THE 'APOR BARRIER THICKNESS OF THE RIGID INSULATION AND THE DEPTH OF THE MULTI—RI13 PANEL, IF REQUIRED —SEE NOTE 5. :5. FIELD TRIM OVERLAPPING PANEL AT ENDWALL BEYOND EXTERIOR WALL LINE AND BEND UP 1/2" AFTER TRIMMINC. 4. WHEN I" RIGID INSULATION IS REQUIRED, USE THERMAL SPACER EAVE TRIM (TSET— ) WITHOUT THE MULTI —RIB PANEL. FOR ALL OTHER EAVE CONDITIONS USE THE EAVE TRIM AND EAVE TRIM SUPPORT AS SHOWN. 5. SEE TALLY SHEET FOR MARK NUMBER AND TYPE OF CLIP FASTENER REQUIRED. RAKE DETAIL AT ENDING ENDWALL 6. THESE FASTENERS REQUIRED ONLY FOR THE MULTI —RIB PANEL AS SHOWN. SCALE DATE LOG —SEAM ROOF PANEL THERMAL ROOF DETAILS EUPnBLA ALAUAMA cRnwN By, THG 2-24-95 CH:CKEUBY: BLJ 2-24-95 DESIGN APP'U. BY: DRAWING REV. NO. � NUMBER ' LUC—10 NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE SUED: J-1-95 LOC- SEAM HIP/ VALLEY TRIM INSULATION SPACER STRIP FS-I LHVT-1(TYP.) (TYP, EACH PURLIN-ATTACH WITH SPRAY ADHESIVE) L 412 FASTENER (2 AT EACH PURLIN -TYP.) ( SEEFINOTEI BELOW) PURLIN (TYP,) \ IPURL I L R TYP, 1 (SEEi NOTEP13 ELOW) 9 GENERAL NOTES HIP RAFTER NOTE: FIELD WELD PURLIN CLIPS HVPC -IL AND 1, WORK THIS DRAWING WITH SHEET HVFO-2 AND THE AMERICAN BUILDINGS COMPANY HVPC-IR TO PURLINS AND HIP RAFTER LOC-SEAM ROOF PANEL ERECTION MANUAL. AS SHOWN. 2, FIELD CUT AND ADAPT PANELS AND PURLINS AS REQUIRED FOR ATTACHMENT AT HIP RAFTER JUNCTIONS. SECTION "A-All IF ALUMINUM COATED ROOF PANELS ARE REQUIRED, ALL PANEL ENDLAPS AND AREAS OF FIELD APPLIED MASTIC SHOULD BE WIPED CLEAN WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPLICATION. THIS WILL INSURE A GOOD SEALING SURFACE AND PROVIDE WEATHER TIGHTNESS. PURLINS ( TYP.) 3/4 ' X 3,11( (CONTIN( 41,12 ROOF FASTENER 14" O.C. TYR1 2"X 3/16" MASTIC -SEAM ROOF PANE.. ( TYP,) #M ROOF FASTENER RIDGE FLASHING (D" O.C. TYP.) 3/4" X 3/16" MASTIC CONTINUOUS( TYP.) INSULATION SPACER STRIP FS-1 (TYP. EACH PURLIN-ATTACH --\ *12 ROOF FASTENER WITH SPRAY ADHESIVE) ( 4' O.C. TYP.) LOC- SEAM PANEL ( TYP.) \ �, * FASTENER -`_ (2 ATT EACH PURLIN TYP,) � RIDGE CLOSURE ZEE ' I LOC-SEAM HIP/VALLEY TRIM RCZ- I (TYP.) ( TYP.) 2' X 3/16' MASTIC (TYP.) SECTION IIB" BII IDGE FLASHING 1 -SEAM ROOF PANEL rt OF HIP RAFTER ROOF FRAMING PLAN HIP CLOSURE DETAIL DETAIL AT HIP SCALE: DATE DRAWN BY: LOC-SEAM ROOF PANEL EUFAULA -�- - - ALA9AMA CHECKED BY: � T _ I ROOF FASTENER REVISION omm KC 1-91 DESIGN APP'D. BY: ROOF HIP CONDITION DRAWING r� REV. NO. NO. REVISIONS MADE CK'D. DATE NO, REVISIONS MADE CK'D. DATE NO, REVISIONS MADE CK'D. DATE ISSUED - 6-90 NUMBER - RH C -' 2 12SELFDRILL FASTENERS SAG ANGLE ` SAG S6 ANGLE CONNECTION TO EAVE STRUT 0 s VOID S6 A 325 H.T. BOLTS PE BRACE ,L COLUMN NME COLUMN 9 PIPE BRACE TO COLUMN CONNECTION ss PF-1 PORTAL FRAME SAG ANGLE TAB INSERTED INTO KEY HOLE AND LOCKED INTO POSITION BY TURNING AND BENDING TAB SAG No WEB OR R, BEVEL _ I i _ HEX PURLIN Z SAG ANGLE CONNECTION TO PURLIN S6 EAVE STRUT 11+xI4 A325 BOLTS FIELD DRILL FIELD DRILL —'I II I I II j I it I I II I — PORTAL COLUMN • I I I I — I I I PORTAL BEAM RIGID FRAME I II I 31ox2"A325BOLTS COLUMN I I 4 I 6 BEAM TO COLUMN CONNECTION 56 PF-2 PORTAL FRAME EAVE STRUT z�x 1'4'A 32 5 BOLTS DRILL - `--PIPE BRACE-J �zmx 1 a" A 325 H.T. BOLTS 10 PIPE BRACE CONNECTION TO EAVE STRUT s6 PF-1 PORTAL FRAME 3 CABLE BRACE S6 CABLE WITH GRIPS AT EACH END. ROD BRACE WEB OF COLUMN OR RAFTER ---.._- BEVEL WASHER--_ T HEX NUT—,.- � CUT WASHER a S6 ROD BRACE RIGID FRAME COLUMN - PORTAL COLUMN CLIP PORTAL COLUMN AE COLUMN z� xlq A325 BOLTS 5OLI'S y x l A 325 BOLTS f WITH WASHER/ I t PORTAL COLUMN SECTION THRU FURTAL COLUMN 8 S,=CTION THRU PORTAL COLUMN ss BY-PASS GIRTS ss INSET GIRTS 1� 4' PO�EAVE STRUT PORTAL FRAME � (-°-- GIRT CLIP „� NCP-18 I II amX14'A325 BOLTS SIDEWALL GIRL ' PANEL CLIP I it I 'a00;A307 BOLTS WIWASHERS I (� (BOTH SIDES) I - I BOLTS AT'3 POINTS — — --I— I_ — — — — FIELL) DRILL PORTAL RAFTER— L2',j I CC �P L I (I I l_SIDEWALLGIRT PORTAL I II RIGID FRAME COLUMN 1 COLUMN 11 GIRT CONNECTION TO PORTAL COLUMN D12 PF-2 PORTAL BEAM CONNECTION TO EAVE STRUT NOTE: A307 BOLTS REQUIRE 2 WASHERS PER CONNECTION. A325 BOLTS REQUIRE 1 WASHER AT SLOTTED HOI Fs, nNiy 5 GENERAL REVISION T.H.G. T.D.N. 8-87 $CALe: DATE SECTIONS AND DETAILS ? ' n;+� .I..,. . .. f<_a �F.S, ., EUFAULA r- .y/IIAIIAOK +weK 4 GENERAL REVISION AM C.G. 11-85 — CRAWN BY: 3 REVISED SECTIONS 11 8 12 I.W. M.M. 4-64 2 REVISED SAG ANGLE DETAILS L.A. M.M a-e3 CHECKED BY: _ 6 CHANGED FASTENER DESCRIPTION T. H.G.T D.N. 12-87 1 GENERAL REVISION IKE M.MC. 2-83 CESIGN APP'D. BY: DRAWING NUMF3ER �� R�1 17 NO. REVISIONS MADE CK'D. DATE NO, REVISIONS MADE CK'D. DATE Np, REVISIONS MADE CK'D..UATE ISSUE DATE: -82'� 97 USE 'WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE AREA BENEATH PANELS WITH POLYETHYLENE OR A TARPAULIN TO PREVENT DIRT AND DEBRIS FROM ENTERING FEMALE SEAM, SAfErf PPECAVNOH MAIIIINN A CLEAN Mi0 ' ORDERLY wURK AREA. KING R TARPAULIN PANEL STORAGE RC51 STANDING SEAM I SA i SQUARE - SQUARE RIGID FRAME SAFETY FREsU'ION STAY WELL IN CLEAR OF µL LOADS BEING MV`4T_0 BY ANY ITIPE OF LIFTING OLACE. KEEP HAHOS AND FEET CLEAR OF MOM 4 LC+OS. THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDEO THAT A TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL. BUILDING ALIGNMENT CE01 .00KING RICID FRAME EA;llOLOCINC TV dE A 2 rc 6 THERNOVLDWEAR2" HAFU lU15. -I �t� • .t JJ STRAIGHT PURLINS ARE A NECESSITY. ZEE SECTIONS LAVE A NATURAL TENDENCY TO ROLL OUT OF PLANE AND DEFLECT HORIZONTALLY. THIS MUST K CORRECTED BY FORCING THE PURLINS INTO PROPER PLANE AND SPACING. WOOD BLOCKING 13 RECOMMENDED AS ONE METHOD TO ACCOMPLISH THIS. BEFORE SHEETING BEGINS IN ANY BAY, PLACE BLOC<ING IN THAT BAY ACROSS THE FULL WIDTH OF THE BUILDING, AT LEAST ONE ROW IN THE CENTER OF THE BAY SHOULD ALWAYS BE USED. USE ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MAIN"AIN STRAIGHT PURLINS. ALLOWING THE PURLIN TO ROTATE OR SWEEP OUT OF PLANE COULD PREVE`ll THE ROOF PANEL FROM PROPERLY ATTACHING TO THE PURLINS AND HAS THE EFFECT GF LOWERING THE LOAD BEARING CAPACITY OF THESE ROLLED PURLINS LEADING TO POTENTIAL PURLIN FAILURE .UNDER MAXIMUM DESIGN LOADS, 2" NOTCH 2• NOTCH TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM. BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED THE BUILDING TO DETERMINE THE PURLIN SIZE AND SPACINGS. PURLIN BLOCKING GE02 I AA YFETY PRECAUnOrI: AMERICAN'S STANDING SEAM II PANEL ROOF SYSTEM HAS UNIQUE SIOELAP SEAMS WHICH ROOF PANEL BUNDLE SPREADER BAR AcwAYs WEN' acvcs wnETl ENGAGE THE ADJACENT PANEL TO FORM A TIGHT PENETRATION FREE CONNECTION. THE (LOCATE OVER RIGID FRAME) Hk+ULInc MA'ERIAu. PANEL IS ATTACHED TO THE SUPPORT FRAMING BY A SPECIAL STANDING SEAM II PANEL 'Z CLIP WHICH IS INTERLOCKED WITHIN THE SEAM AND FASTENED TO THE PURLIN WITH r; SELF -DRILLING FASTENERS. THE PROPER INSTALLATION OF THE PANEL WILL REQUIRE .EaEQ➢ON NOTES; SAFETY WELL IN THE _ - - >x TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE STAY WELL IN THE CLEAR OF L0A0$ - - dLIrlc MUVED BY u TYPE uennc 1. ALL AREAS WHERE MASTIC 15 TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD 0 lCC. BE SURE 10 KEEP Halos - % ILLUSTRATED BELOW ARE THE TOOLS USED ON A STANDING SEAM II ROOF PANEL SYSTEM. DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL ulD FEET CLEAR OF Mwlr+c LOAUs. STANDING SEAM LAP STIFFEN,,[t �Ti.E).)LJ_ SEAM METAL EAVE G,a,Q-:L(:� INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHINESS. 'PflEI'AUIIUN: � . ,- DETAIL "A" STANDING SSMC-1 CLIP FASTENER USEWTEf n,E coftaccr TOOL roR 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT OOIJOLE SIDED TAPE BLOCKING RIGID FRAME PURLINS H12X1 1/4 SOHH EACH JOB. `�-_ G" BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY 10 PRE`JENT LING PURLINS (SUHHTi OR S0HH15 - JIS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMEPA OF THE INSULATION. PACKAGE FROM ROLLING OVER AIRY BE REQIJIRW FOR 9Afl JOIST UNDER WEIGHT OF w APPLICATIONS) 3. DO NOT USE THE OIMPLES IN THE END OF THE PANELS TO LOCATE FASTENERS AT PANEL PACKAGE.) THE EAVE. DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDLAPS ONLY. PURLIN w N fj ° 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST ut w, ti WEATHER TIGHT CONNECTION. UTAIL „A" --- RAFTER 5TPLDING SEAM METAL OUTSIDE CLOSURE SE8hL-CL4.S_UR WOO 'v ROOF .FASTENER ,STANDING SEAM II SEAF,urG.MACIIINE [At IC SEAM II PLIERS SSMC-0 i+ SC-0 14X1 SDRF OR --•�•� ---I�- TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED 'v 14X1 SOHHW AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO PREVENT THE PURLINS FROM ROLLING OVER. UO NOT SLIDE BUNDLED PANELS ALONG ROOF _-:J' ' �4 \ FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY FSUPPORIED. PANELS LESS THAN 20' IN LENGTH CAN NORMALLY BE LIFTED WITH A FORKLIFT; \`\� HOWEVER WHEN LIFTING PANELS IN EXCESS OF 20' IT IS RECOMMENDED THAT A SPREADER BAR AND SLINGS BE USED. AS A RULE WHEN LIFTING, NO MORE THAN 1/3 OF THE LENGTH •. W/O THERMAL SPACER OF THE PANEL SHOULD BE LEFT UNSUPPORTED. ,�_ REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE W THERMAL SPACER BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED THE ERECTION THERMAL SPACER S API IFIG SEAM II PANEL GUP PROCEDURE. TB -I (A FIXED CLIP SSC-1 or 2 MAY ALSO BE USED) 'TArID1NG SEAM II PANFI CA11CF STANDING SEAM II Mlad4B PANEL STORAGE ON ROOF RC54 BASIC PARTS AND PIECES RC61 I STANDING SEAM II TOOLS _ RC6 ERECTION NOTES — STANDING SEAM RC91 AA STANDING SEAM II I LEA EA SA FACIOFYTAPFLIEO FEMALE EDGE DETAIL "A" 5D.NOING SEAM II ROOF PANEL NOTCHED END RIDGE .S2E' I NOTE: PANELS ARE DIMPLED Al BOTH ENDS. DIMPLES ARE USED FOR FASTENER LOCATIONS AT THE PANEL ENDLAPS ONLY. -ji MALE EDGE TYPESF STANQINQ SEAM PANEL" S2R - NOTCHED FOR PANEL LAP, LOCATED ON RIGHT SIDE OF RIDGE S21- - NOTCHED FOR PANEL LAP, LOCATED ON LEFT SIOE OF RIDGE S2P UNNOTCHED, LOCATED ON EITHER SIDE OF RIDGE SAFETI' PFcCAUTION SAFEr'f PREGAU'ION 00 NOT $TEA ON HIB CF Oo NOT STEP ON PANELS Pa+EL. µWA ,STEP ON UNTIL FULLY SECUREO WITH FIAT SVRFACE. FASTENERS. STANDING SEAM II PANEL IDENTIFiCAT10N MARKNIJMBEH EXAMPLE 52 i - �30.0 L- 30-C" IN LENGTH 24 GAGE L------ RIGHT SIDE LOCATION • STANDING SEAM II ("OF RIDGE SIDEWALL S3R SHEETING DIRECTION �— 53P ENDWALL I Tel Ts. I(�d (, — S3P Q� Try I(b IG I 53L THE STANDING SEAM II PANELS MAY BE DELIVERED WITH THREE DIFFERENT MARKING PREFIXES. l _ PANELS MARKED AS S2P WILL BE VOID OF ANY NOTCHES IN THE SEAM AND WILL BE THE RIDGE "�-- PANEL OF ANY SINGLE OR MULTI -PANEL RUN. PANELS MARKED 52L AND S2R WILL BE NOTCHED SIDEWALL FOR PANEL ENDLAPS ON THE UPPER END, AND WILL BE THE EAVE PANEL OR THE INTERMEDIATE PANEL OF MULTI -PANEL RUNS, AND WILL BE LOCATED ON THE LEFT AND RIGHT SIDE OF THE PANEL. STAGGER LAYOUT - Eg TT,, RIDGE RESPECTIVELY. ARFAP.ppFSIGNED WO EBE TIGHT pERF&pFROh'I'?qNE PANEL SRUN TOFWAINEXT. SEE F:ITECTION DRAWING FOR PR ER EN LAP LOCATIONS. PANEL MARKING AND NOTCHING RC63 DIRECTION OF ROOF PANEL ERECTION_ RC64 STANDING SEAM It EA STANDING SEAM ~ SA 5AFFTY NOTES: AMERICAN BUILDING COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TCP PRIORITY ON ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE. NUMBERS, LOCATIONS OF FIRST AID STAP.ONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQU'PMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES. AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS DE INTERPRETED AND ADMINISTERED WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS, OSHA SAFETf REQUIREMENTS, OR APIY OTHER APPROPRIATE SAFETY REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED TO. TO INSURE MAXIMUM WORKER SAFE FY. IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SLIPPING OR FALLING. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL. YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE. ROOF EDGE WHEN USING THE SEAMING MACHINE OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA. DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORIEU BY THE BUILDING PURLINS. SAFETY COMMITMENT GE70I STANDING SEAM AA ' -- SCALE: DACE- - DRktN BY: THG 2-17-95 STANDING SEAM II ROOF PANEL EUFAUTA "'SUSS" - — CHECKED BY: DLJ 2-17-95 BASIC ERECTION I REVISED PANEL CLIP FASTENERS THG BLJ 6-U3 DE 1,;N APP'D BY: D 'AWIPI(1 �. kEV.NO. NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. I DATE NO. REVISION MADE CK'D. I DA'EE - ISSiJ,D: 3-1-95 NUMBER SS2-1 I STRUCTURAL FASTENER 012XI 1/4 SDHH 1'-0_O.C. THERMAL SPACER 18-1 FOR STANDING SEAM M ID-2 FOR LOC-SEA MASTIC 3/4" X 3/16" NOTE MASTIC LOCATION 3/4 TM THERMAL SPACER EAVE TRIM (TSET -) WALL FASTENER I14X3/4 STHCW 0 1'-0- O.C. WALL PATJEL ` ARCH. WALL PANEL SHOWN. OTHERS SIMILAR NOTE : REVIEW EAVE TRIM DETAILS IF DELUXE EAVE FLASHING OR FLANGE BACK GUTTER IS TO BE USED AS THESE TWO OPTIONS CHANGE THE LOCATION OF THE MASTIC. PRECAUTION THERMAL SPACER SAFETYINSULATION w RENOTHN HAS NO LOD DEARV IGHT ON AP TH. 1VJNTNN DGDT WEIGHT ON APPROVED SCAFFOLDING OR MASTIC 3/4 X 3/16 SECURED ROOF PANELS (NOTE MASTIC LOCATION) \ INSULATION (BY OTHERS) 3/4 TO uSuLANON Is TO DE FOLDED BACK At THE SAVE. DO NOT ALLOW INSULATION TO BE THERMAL SPACER EAVE TRIM EXPOSED TO THE WEATHER. (TSET- ) WALL FASTENER DOUBLE SIDED TAPE k14X3/4 STHCW 4. THE BLANKET INSULATION 1'-0" O,C. ; MANUFACTURER RECOMMENDS � THAT DOUBLE SIDED TAPE BE USED TO SECURE THE - INSULATION TO THE SAVE. / OUTSIDE CLOSURE EAVE STRUT PURLINS INSULATION EAVE STRUT WETY PRECAUTION USE AYPftOVEO RE . OFFSNETTING OR RNLS WHEN WORNIrvC ON ROOF EAVE TRIM \ SURFACES. �`- CABLE NOTE: ANGLE WALL PANELS OMITTED ` GA-1 FOR CLARITY. STRING LINE INSTALLATION OF THE FIRST PANEL BEGINS BY PURLIN PANEL CLIP TYPICAL ALL FASTENING PANEL CLIPS AT EACH PURLIN UP TYPES) (EXCLUDING THE EAVE STRUT) ALONG THE RAKE. BEFORE ATTACHMENT. BE SURE SLIDING PORTION �� OF CLIP IS CENTERED ON THE CLIP BASE . ESTABLISH LINE A STRAIGHT LINE BY PULLING A STRING OR THIN STRING WIRE FROM THE EAVE STRUT TO THE RIDGE ALONG TFIE OUTSIDE EDGE OF THE CABLE ANGLE ON BOTH SIDES OF THE BUILDING. THE LINE SHOULD BE AS II OSE TO THE EDGE OF THE BUT DING AS OUTSIDE CLOSURE WALL PANEL USE DOODLE SIDED TAPE OR OTHER APPROVED METHOD FOR SECURING INSULATION IN PLACE (BY OTHERS). SEE NOTE 2 OF DETAIL RC91/AA. L-- INSULATION (BY OTHERS) STRUCTURAL FASTENER 412X1 I/4 SDHH I'-0- O.C. STRUCTURAL FASTENER 2 REQUIRED PER CUP—_ #11<I I/4 SDHH -,+y EAVE STRUT STANDING PANEL 1 CUP URUN STRUCTURAL FASTENER 2 REQUIRED PER CUP /12X1 I/4 SDHHT4 or /12X1 I/2 SOHNTj STANDING `. PANEL JUTS( PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL, THE SIDEWALL AND ENDWALL SHEETING SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LINE OF 3/4" X 3/16" TAPE MASTIC GOWN THE EAVES AS SHOWN ABOVE. LEAVE THE PAPER BACKING HOOK TAD OF CLIP OVER MALE LEG OF PANEL AND PUSH DOWN INTO POSITION. SECURE THE ON THE TAPE UNTIL THE ROOF PANEL IS RFi+DY TO BE SECURED. CLIP TO THE PURLIN WITH TWO /12 X I I/4 SDHH FASTENERS. A CADGE SHOULD BE USED TO MAINTAIN PANEL MODULE. HOOK TAD OF CLIP OVER MALE LEG OF PANEL AND PUSH GOWN INTO POSITION. SECURE THE • CLIP TO THE BAR JOIST WITH TWO STRUCTURAL FASTENERS, A GAUGE SHOULD DE USED 10 MAINTAIN PANEL MODULE. MASTIC AND INSULATION APPLICA_iION AT EAVE EA28C TYPICAL CLIP ATTACHMENT TO PUR!_iV RC17 TYPICAL CLIP ATTACHMENT TO .BAR JOIST 8J17 WITH THERMAL SPACERS AB STANDING SEAM II EA STANDING SEAM II EA SAFETY PRECAUTION insuuran PAs No wAo Bvawc STRENGTH. NNNiNN BODY WEICHr ON APPROVED SCKFOIDINb OR SECURED ROOF PANELS. PANEL CUP � -THERMAL `PACER iB-I FOR STMJOMO SEAM TB-2 FOR IT!" LOC-SEAM 18-3 FOR 12"' LOC-SEAM 3' S NOTE •REVIEW EAVE TRIM DETAILS IF FLANGE BACK GUTTER IS TO BE USED A5 THIS OPTION CHANGES THE LOCATION OF THE MASTIC. THERMAL SPACERS BLANKET INSULATION , EAVE TRIM POSSIBLE WITHOUT OVERHANGING THE EDGE OF INSULATION OMITTED EAVE STRUT—''` THE GABLE ANGLE. MEA50RE THE DISTANCE OF FOR CLARITY NOTE: THE STRING LINE FROM CENTERLINE OF THE FRAME WALL PANELS NOT ON BOTH SIDES OF THE RIDGE TO VERIFY EQUAL - CABLE ANGLE SHOWN FOR CLARITY DISTANCES. SET CLIPS FLUSH TO THE STRING LINE AND 6f GA -I STANDING SEAM I SA STANDING SEAM II PANEL ROOF FASTENER (TFP.) (SEE DETAIL EA26/SA) 101 PANEL CLIP PURLNS CABLE ANGLE READ AND FOLLOW THE INSTRUCTIONS CA-1 AND PRECAUTIONS PRINTED ON THE SPRAY ADHESIVE CONTAIrJER, STANDING SEAM II PANEL FEMALE RIB INSULATION --\ I PANEL CLIP PURLIN -� E GABLE ANGLE --�l ~ PANEL CUP ENDWALL RAFTER � THE FIRST RUN OF PANELS IS NOW READY TO BE INSTALLED. BEGIN WITH THE EAVE PANEL. . � HOLD THE PANEL VERTICALLY WITH THE MALE EDGE UP AND THE FEMALE EDGE AT THE - _ CLIP. HOOK THE FEMALE EDGE OF THE PANEL OVER THE INSTALLED PANEL CLIPS. UNLESS NOTED DIFFERENTLY ON THE BUILDING ERECTION DRAWINGS. EXTEND THE LOWER END S' PAST � PURLIN THE BACK Clp nF T}{j_ EAVE 9rRUT (A STRING LINE EXTENDED OUT FROM THE EAVE STRUT EAVE TRIM WILL HELP KEEP THE LINE STRAIGHT). REMOVE THE PAPER BACKING FROM APPROXIMATELY \ Y � 2 FEET OF THE EAVE MASTIC. ROTATE THE PANEL IN PLACE. GABLE ANGLE GA-1 1/2 INSIDE METAL CLOSURE FIRST PANEL INSTALLATIONRC 1 SSMC-I EAVE STRUT STANDING SEAM 11 EA 2) STRUCTURAL FASTENER 12X1 I/4 SDHH PURLIN THERMAL SPACER-\ iL $�BLANKET INSULATION jSPRAY ADHESIVE � SApH- I - -STANDING SEAM PANEL EAVE TRIM \ /. ,_ WCTY PRECAUTON 11I(� 00 NOT S1EP ON PANEL. NfAA ME EAVE Vnlq, FULET 5[CUR[D �� wTM FASIEHER3. TM BLANKET OR TO tHz FACE OF THE THERMAL SPACER. DIMPLES, FOR \`� I -STRUT LOCATING FASTENERS �J IN ENDLAP5 ONLY TTIERMAL SPACER INSTALLATION _ RC26C FASTENER INSTALLATION AT EAVE STRUT EA26 AA STANDING SEAM ROOF L3A AS YOU ARE SETTING EACH PANEL. INSTALL THE FAVE CI.OSURE AS PER THE FOLLOWING INSTRUCTIONS ppp TANOING Spm it STANDING SEAM 1 Aj � -�ANEL (,MALE RIB, INSIDE METAL CLOSURE STIC PANEL (MALE RIB MASTIC PAPER BACKING � SSMC-I }M9q TM � 3/4 TM r—MI�SI;C � INSi[E METAL INSIDE METAL 3/4 M / �CL0.LRE SSMC-I CLOSURE SSMC71\ , \ ROOF FASTENER MASTIC #14X1 �t -i 3/4 TM RJOF FASTENER T' I. APPLY TAPE MASTIC TO TOP SIDE OF METAL 414X1 CLOSURE. DO NOT REMOVE THE PAPER STEP 2 POSITION CLOSURE UNDER MALE RIB AND BACKING. INSTALL THE OUTSIDE FASTENER THROUGH STEP 7 LIFT PANE' AND INSTALL THE IN51UE FASTENER. THE PRE -PUNCHED HOLES. REMOVE THE PAPER FROM THE MASTIC AND 5TANOING SEAM PRESS THE PANEL FIRMLY IN PLACE. CAULK SSCK-I I STANDING SEAM It MALE RIB) (FEMALE P.�. ROOF FASTENER PANEL (FEMALE RIB) #14xt INSIDE METAL CLOSURE S')MC-1 (ROOPF FASTENER _ p (RTOOF FASTENER- - /�' ROOF FASTENER / MASTIC j114X1 ,' J114X1 / ^ \ (TYP. U.N.) 3/4 TM ,alFP a INSTALL EAVE FASTENERS IN THE FLAT OF THE _jj �, INSTALL THE NEXT PANEL RUN AND REPEAT PAIIEL IN THE CORRECT PATTERN. INSTAL! STEPS 1 - 4. BE SURE TO INSTALL A A FASTENER THROUGH THE SIDE OF THE ROOF FASTENER INTO THE SIDE OF THE NEXT PROP BL�P_1, i le (,;UgF CLOSURE AS SHOWN ABOVE. APPLY CAULKING PANEL AS SHOWN ABOVE. TO THE INSIDE FACE OF THE SEAM OVER THE CLOSURE. INSIDE METAL CLOSURE INSTALLATION EA36 STANDING SEAM II 1 EA AN OPOgrJAI ACCESSORY FOR THE STANDINGSEAM AND LOC-SEAM PANEL IS THE ROOF FASTENER ((YPJ J THERMAL SPACER FOR BETTER INSULATING VALUES. IT IS PLACED OVER EACH PURLIN 114X1 AND EAVE STRUT ON TOP OF THE BLANKET INSULATION. USE THE AEROSOL SPRAY \\\ ADHESIVE SUPPLIED TO HOLD THE SPACER. IN PLACE PRIOR TO INSTALLING THE ROOF PANEL. THE ADHESIVE MAY BE APFLhO EITHER TO THE FIBERGLASS \ _ SCALE: DATE DFdITN BY: THC 2-17-95 aueeuu STANDING SEAM II ROOF PANEL !! - - cnscKr:D BY: Bw 2-17-95 BASIC ERECTION �- DESIGN APP'D BY: DRAWING REV.NO. N0. REVISION MADE CK'D, DATE N0. REVISION MADE CK'D. DATEr N0. REVISION MADE CK'D. DATE. IS9UE0: 3-I-95 NUMBER SSZ—ZT 0 NOTE: ROOF FASTENER PRIOR TO INSTALLING LAP k14X1 FASTENERS, PANELS MUST SEE RC07/SA BE SEAMED TOGETHER. 1OF ROOF FASTENER TYP. T H I 1 I T }' 6' I{..� I _ I 5' 6' Ij..�3" ROOF FASTENER #14X1 /6„ UPPER PANEL //! MASTIC 1 I/2" X I/6"—, \ _- PRECUT LENGTH \ 1 1/2 TP -� I I ,I/T r STANDING SEAM _ 1 ALL AREAS ON ALUMINUM COATED PANELS THAT REQUIRE MASTIC SHOULD DE WIPED CLEAN PANEL �� I WITH A MILD ALL PURPOSE DETERGENT C /` / I / LEANER VEFORE naASRC APPUCnnOrJ. ! I \ �$1 T U 0 \ TAPE MASTIC CONTINUOUS RIDGE FLASHING OR LOWER PANEL CAULK END OF PANEL — SEAM 6" PANEL RUNS EXCEEDING 45 FEET IN LENGTH MUST BE MADE WITH TWO OR MORE PANELS. THE UPPER 6 INCHES OF THE LOWER PANEL SEAMS ARE NOTCHED TO ACCEPT THE UPPER ` 1 I 1 1 PANEL. THIS LAP WILL OCCUR APPROXIMATELY IINCHES ABOVE A PURLIN. PRIOR TO STANDING SEAM CAULK-- I I .✓ SETTING THE UPPER PANEL, INSTALL THE LAP STFFENER, SSLS-f AS SHOWN ABOVE. THEN 1 PLACE PRECUT LENGTH OF SPECIAL I I/7' X 1/6' 51ANUINO SEAM TAP MASTIC ACROSS 3/4 TM HICHSIDE EAVE FLASHING — CLOSURE ROOF FASTENER LAP STIFFENER SSCK-1 \ I \ THE WIDTH OF THE PANEL BEGINNING AND ENDING AT THE VERTICAL SEAMS. APPLY SSCK•-I I STANDING V �- 1, (STANDING SEAM LAP CAULK) TO INNER FACE Of' BOTH MALE MID FEMALE SEAMS, MAKINGS /— SSMC-O #14X1 - 55LS-I SEAM \\I SURE THAT BACK EDGE OF MALE NOTCH IS COV:RED. INSTALL [HE UPPER PANEL WITH ITS CLIP CAULK END OF PANEL LOWER EDGE FLUSH TO THE BACK SIDE OF THE NOTCH IN THE LOWER PANEL, SECURE DIMPLE SEAM 6" THE TAP WITH #14 X I" ROOF FASTENERS INSTALLED AT THE PRE -DIMPLED LOCATIONS STANDING SEAM - AFTER PANELS SEAMED TOGETHER. X� PANEL CLIP STRUCIURALFASTENER I l ]/4 SUHH INSULAON ARE PANEL SLASPLSSTIFFENER STANOIrG SEAM CAULK SSCK-I -- \\\�� 6.— ROOF OF FASTENER#12XI ��- PURLIN SNEIY PREr.AVf+ON: - W NOT STEP ON PNIEL$ VNtil RUIN 5ECUREO WITH FASTENERS. \ SO NO STEP ON OV NO SEEP ON Rig OF PN+E!. ALWATS STEP ON TNT ` _/ 5URFACE. DO NOT STEP ON P.v1.lS VNTiE PVLLY SECUREg I WITH FASTENERS' �,. `-_. ----•- /'' DOUBLE RUN OF TAPE TAPE MASTIC CONTINUOUS / MASTIC TO ThflS POINT �3/4 TM // 3/4 fM SEAM CLOSURE sONTHE ao oM Arid ROOF PANEL ENDEAR RC06 L CAULK END OF PANEL SEAM 6" _ _ RC0/ /� -- PANEL LAP_ DETAIL EAVE ,� // \\ -�,iJ '�% STANDING SEAM MASTIC 1 1/2" x 1/8" (1 1/2TP) ll...L__ SA IN THE LIP AREA r• �' RIDGE F'LASHINC OR HIGH SIDE EAVE ATTACHMENT RC35 STANDING SEAM SA S fANDINTi SEAM. SA (PRE-CUT STRIP) LOCKING CLAMPS WITH 1/2" SQUARE BAR UPPER STANDING SEAM PANEL (4" LONG) WELDED TO TOP AND 80TTOhi 6R DUCKBILL VISE GRIPS 1/4 x 1/4 BAR STOCK _ NOTE BEFORE ANY MASTIC IS APPLIED, CLEAN PANEL SEAM CLOSURE STANDING SEAM OUTSIDE SURFACE OF ANY DIRT AND OIL, SC-0 L CLOSURE 55MC-0 '` META EDGE OF RIDGE � 3/4X 3/16 FLASHING `EAM CLOSURE SC-0 TAPE MASTIC CONTINUOUS STANDING SEAM OUTSIDE METAL CLOSURE ' STANDING SEAM PANEL TARE M311 \ / STANDING SEAM CAULK �J SSCK-1 I/a x 1/8 BAR STOCK STANDING SEAM CAULK 3TFP 2, INSTALL 3/4 X 3/16 TAPE MASTIC' SSCK-I ACROSS PANEL FLAT AND OVER RIB USE THE RIDGE COVER FLASHING AND CLOSURE. KEEP RUN OF MASTIC AS A GLIDE TO DETERMINE CORRECT INTACT FOR PLACEMENT ON NEXT LOWER STANDING SEAM PANEL X 3/16 T p APPLY STANDING SEAM CAULK WHERE LOCATION OF SEAM CLOSURE. PANEL. A DOUBLE. RUNc.'O OF MAJOR TAPE MASTIC OVER M,aJOR .if._..2 CLAMP MALE RI85 AT ENDEAR PRIOR TO INSTALLING FASTENERS SPECIAL SEAM LOCKING VISE GRIPS MAY BE USED IN LIEU OF THE STANDING SEAM PLIERS. POSITION VISE GRIPS AS SHOWN AND SQUEEZE HANDLES TOGETHER TO SEAM PANEL. INSTALL A DOUBLE RUN CORRUGA:.;`I AT THIS POINT THE EDGE OF THE 5C-0 CLOSURE /� COMES IN CONTACT WITH LO PANEL. ` OF TIC X J/15 FORREPEAT WITH ADDITIONAL CLOSURES 1 INSTALL CAULK ON BOTH MASTIC TO THIS POINT i�_E�'-;3, INSTALL METAL CLOSURE FLUSH THIS TOOL MAY ALSO BE USED AT FEMALE LE AT ENDLAP DURING PANEL LAP INSTALLATION (POSITION VISE GRIPS AS SHOwrJ BEFORE INSTALLING ANY FASTENERS). LENGTH FOR FULL LENGTH UT• FLASHING SIDES OF SEAM AS SHOWN ABOVE. WITH EDGE OF MASTIC. SECURE - INSTALLATION. COMPLETE THE POSITION SEAM CLOSURE F PEACE WITH RE-P X1" ROOF INSTALLATION BY RUNNING 3/4 X OVER CAULKED SEAM AND FASTENERS IN PRE-pVr:CHED PRE'S FIRMLY IN PIA3/16 TAPE MASTIC CONTINUOUS ALONG CE. SET HOLES. lk TOP EDGE OF CLOSURE ASSEMBLY, BACK I". CLAMPING DETAIL AT Ef 1DLAP RC66 SPECIAL SEAM LOCKING VISE GRIPS RC65 SEAM CLOSURE AND OUTSIDE METAL CLOSURE INSTALLATION RC34 STANDING SEAM PANEL STANDING SEAM sA _ STANDING SEAM 11 EA STANDING SEAM 11 EA RIDGE FLASHING RFE- ROOF FASTENER MASTIC 3/4- X 3/16" 4 PER CLOSURE / / \ I CONTINUOUS (j14X1 �� 3 RIDGE FLASHING 8 ��\\\\\�E/ { \ {�j TAPE MASTICgg TM ` l i. FLASHING p I I I I i" --UPPER RIDGE FLASHIrJC 4—��----- STANDING SEAM METAL CLOSURE SSMC-0 MASTIC 3/4- X 3/16' SEE DETAILS RC34/SA CONTINUOUS AND RC35/SA 6" ` + 6" ROOF FASTENER T ` 3' 4 PER CLOSURE SEE DETAIL RC34/SA FOR INSTALLATION INSTRUCTIONS FOR SC-0 AND SSMC-0. I 1 (j14X1 SEE DETAIL RC33/AA FOR RIDGE FLASHING LAP INSTRUCTIONS, ` I LOWER RIDGE FLASHING I I I BACKUP FLASHING—, I FEB-LEGTH PIECE "A' I "OVERHANG STANDING SE41 I MASTIC CONTINUOUS 1 '`I (3/4' X 3/167) I AFTER THE INSTALLATION OF THE ROOF PANELS HAS BEEN COMPLETED, PROCEED w17H I 1 I ` THE RIDGE CLOSURE AS SHOWN ABOVE. BEFORE ANY MASTIC IS APPLIED, CLEAN PANELS {/ �/?+ I PANEL CLIP g7AIpI SEAM - PANT I I j OF ANY OIL AND DIRT. �I POSITION RIDGE IJPPORT FLASHING, RJF-1, OVER THE ENDS OF BOTH PANELS AND / I HOLD IN PLACE WITH VISE GRIP "C' CLAMPS PRIOR TO FASTENING TO END OF PANELS WITH M14 X 1' SDRF FASTENER (2'-0" O.C.) INSTALL 3/4" X 3/16" MASTIC, SEAM STANDING SEAM OUTSIDE CLOSURE (SSMC-0) AS PER DETAIL RC34/SA. REPEAT UNTIL A SUFFICIENT. NUMBER \ TAPE MASTIC 3• I" ._,�I• 3/4 TM �• Q0 14X(FASTENER TYP. METAL CLOSURE OF CLOSURES HAVE BEEN INSTALLED ( BOTH SIDES OF RIDGE ) TO EQUAL A LENGTH / PURLIN (6) ROOF FASTENERS J14X1 SSMC-0 OF RIDGE FLASHING. � � RUN A CONTINUOUS STRIP OF 3/4 x 3/16 MASTIC OVER THE TOP OF THE CLOSURES \` RIDGE SUPPORT FLASHING f ROOF FASTENER #14Xf RIDGE SUPPORT 2'-0" O.C. AND APPLY THE RIDGE FLASHING. I RJF-1 /%� ,� `\ �' STANDING SEAM LOC-SEA1A AND LONGSPaN (FYP. BOTH SIDES) (IYP. BOTH SIDES) FLASHING � SEAM CLOSURE SC-0 HOLES MUSE BE DRILLED PRIOR TO APPLYING MASTIC. tEMPORA,RICf LAP PIECE "B" OVER RJF-1 / PIECE "P:. PRE -DRILL THE REQUIRED NUMBER, OF 1/4"A HOLES THROUGH BOTH PIECES OF RIDGE FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE 'FJ' BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE 'A' AS SHOWN. LAP PIECE "ET" OVER PIECE "A BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS RIDGE DETAIL RC32 STANDING SEAM RIDGE FLASHING ATTACHMENT RC37 PANEL (TYPICAL) MASTIC CONTINUOUS - (3/4" X 3/16") STANDING 'SEAM ,A T ALONG RIDGE. EXPANSION JOINF AT RIDGE FLASHING RC33 STANDING SEAM SA � SCALE: DATE �• STANDING 'SEAM II ROOF PANEL CUFAUTA ,�.�,,.,,- nuunuA IF DRAWN BY: TH G 2-17-95 -- CHECKED BY: DLJ 2-17-95 BASIC ERECTION I ADDED RC35/SA TEO BLJ 6_95 DESIGN APP'D BY: _ DRAWING NUMBER No_ REVISION MADE CK'D. DATE NO. REVISION I MADE CK'D. DATE NO, REVISION MADE CK'D, DATE ISSUED: 3-1-95 ROOF FATTENER STANDING SEAM PANEL NOTE: (SE E FASfEIIER LAYOUT FOLD INSULATION BACK, EA26/..A AND EA36/TA) IT MUST NOT BE 114 X I EXPOSED TO THE - ROOF FASTENER --- STANDING SEAM PANEL NOTE: (SEE FASTENER LAYOUT \ _.------"" FOLD INSULATION BACK, FOLD EA26/SA ANO EA36/TA) IT MUST NOT BE 114 X I \ EXPOSED TO THE TAPE MASTIC ROOF FASTENER •3/4 Im r ,#141 STANDING 5E?A1 —\ I'-6- O C ♦ PANEL CLIP \\ ROOF FASTENER TAPE MASTIC (CONTINW(JUS) III O C ' 3/4 TM AUXILIARY RAKE FLASHING TAPE MASTIC--� WEATHER. 3/4 TM � wErr PREGwTKN+ METAL CLOSURE WEATHER. 55MG-I '� WEIY PRECAUROn GABLE ANGLE: �\ �THERMAL SPACER TD-I GA-1 AKF2-15.3 ROOF FASTENER STRUCTURAL FASTENER 114XI W NOT STEP ON PAnEL HEM ROOF FASTENER IHI EAVE UNIIL FUUT SECUREo METAL CLOSUKf MM FASTENERs� 55MC-1 I (2 PEIR4CXO�URE) ROOF FASTENER \ DO NOT STEP ON PANEL HEIR TAPE MASTIC --.L (2 PER CLOSURE) THE FFAS unRL Fuur secuREa 3/4 TM \ 114 X 1 wIHFASTENERS. _ STANDING SEAM PANEL RAKE FLASHING SRF-I ' / 12X1 1 4 SDHH 6' O.C. I'-G U.C. - I TAPE MASTIC THERMAL SPACER INSULATION 3/4 TM !_ EAVE TRIM I PANEL CAP FLASHING TSET-I I/4, I1 2 5HCF-3 INSULATION (BY OTHERS) TAPE MASTIC CONTINUOUS 3 ( ) RAKE FLASHING /4 TM I I to -I (BY OTHERS) & 1 10 12 I I THERMAL SPACER _ SRF-1 THERMAL SPACER '�L,I EAVE TRIM a:b--- T5ET-4 = 4 TO 12 \�i-----r-"� T8-1 1 _ TSET-1 - 1/4, 1/2 BLIND RIVET I { T~-- WALLFASTENER 1FA /4NSOHCW '� ROOF PANEL (FIELD CUT) -' - h I TO 12 TSET-4 - 4 TO 12 - USE DOUBLE TOD TAPE OR OTHER WALL FASTENER APPROVED METHODS FOR SECURING (4 PER SHCF-3) 1/8 RIVET USE DOUBLE SIDED TAPE OR OTHER '+4ALL FASTENER- APPROVED METHODS FOR SECURING 1•-p" O.C. STRUCTURAL FASTENER 2 PER PURLIN \ 112XI I/4 SDHH THERMAL SPACER (OPTIONAL) RAKE SUPPORT ANGLE TB-1 (DO NOT ATTACH TO PURLIN) RSA-1 112 x 1 1/4 STHCW INSULATION (BY OTHERS). SEE NOTE O.C. 2 OF DETAIL RC91/AA NI4 X 314 SfHC'N INSULATION (BY OTHERS). SEE NOTE I'-4 O.C. 2 OF DETAIL RC91/AA. RAKE SUPPORT --� FLASHING RSF-I STRUCTURAL FASTENER 2 PER PURLIN THERMAL SPACER TB -I SAVE STRUT WALL FASTENER 114 X 314 STHCW STRUCTURAL FASTENER STRUCTURAL FASTENER WALL FASTENER .� 112 X 1 1/4 SDHH 112 X 1 SDYC 'W/NUTBLK I'-0" O.C. WALL FASTENER -� \� 114X3/4 STHCW - - _ - - - - - _ STRUCTURAL FASTENER 1'-0 O.C. 2 PER CLIP 112X1 1/4 SDHH 112X1 1/4 SOHH CONTINUOUS ALONG ENDWALL \ \ WALL FASTENER '-- RAKE SUPPORT FLASHING 1J XI 0 C4 $DHOW HSF-1 1+-0'� O.C. 112 X 1.•1/4 SOHH 1'-0 O.C. I. O.C. OUTSIDE CLOSURE PURLIN WALL FASTENER , - - - 114X3/04DSTHCW WALL PANEL OUTSIDE CLOSURE WALL PANEL - - EAVE STRUT * LOCATE 0'-6" O.C. FOR FIRST 5'-0' FROM SAVE FOR ICE AND 4 LOCATE 0'-6" O.C. FOR FIRST PURLIN 5'-0' FROM EAVE FOR ICE AND NOTES: HORIZONTAL LEG OF DELUXE EAVE TRIM OR FLANGE BACK GU TIER NOTE : HORIZONGL LEG OF DELUXE EAVE TRIM OR FLANGE BACK CUTTER IS. INSJAIIED BETWEEN THE MASTIC AND THE FAVE TRIM IF EITHER OF WALL PANEL SNOW CONDITIONS. SNOW CONDITIONS. OUTSIDE CLOSURE IS INSTALLEO BETWEEN THE MASTIC AND THE SAVE TRIM IF EITHER OF THESE TWO OPTIONS 15 REQUIRED. - SEE APPROPRIATE EmE DETNL. + WALL PANEL THESE TWO OPTIONS IS REQUIRED. - SEE APPROPRIATE EAVE DETAIL SECTION AT EAVE WITH THERMAL SPACER I EAO4C SECTION AT EAVE WITH THERMAL SPACER EA04C RAKE DETAIL AT STARTING ENUWALI_ RA01 C AUXILIARY RAKE DETAIL RAU2C STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS SB STANDING SEAM ROOF / SHADOW PANEL WALLS SD _ _ STANDING SEAM ROOF W/THERMAL SPACERS SB STANDING SEAM ROOF W/THERMAL SPACERS SB ARCHITECTURAL OR LONGSPANPANEL WALLS ARCHITECTURAL OR LONGSPAN PANEL WALLS ROOF FASTENER 1 PER CUTTER CLIP 14 X 1 STANDING SEAM & LOC-SEAM 12 x 1 1/4 LONCSPAN GUTTER CUP GC-81 - 1/4, 1/2 TAPE MASTIC IL 110 12 PLACE UNDER CUP GC-84 - 4 10 12 3/4 TM ROOF FASTENER 1 PER CUTTER STRAP 14 X 1 -STANDING SEAM k LOC-SEAM �12 X I I/4 LONGSPAN TAPE MASTIC GUTTER STRAP -- PLACE UNDER CLIP G5-1 - 1/4. 1/2 3/4 TM ROOF FASTENER AUXILIARY RAKE FLASHING ROOF FASTENER-STRUCTURAL FASTENER DO NOT FASTEN TO PURLIN ARF2-15.3 1t4X1 112X1 1/4 SUHH 1j4X1 6" U C 1'-G' O.C. 6 D.C. STRUCTURAL FASTENER 112X1 1/4 SOHH TAPE MASTIC (CONTINUOUS) I'-6" O.C. 3'-0' O.C. • 6" LENGTH do I TO 12 I 6' LENGTH G5-} =040To 14 -- SrANOING SEAR' PANEL. j , AUXILIARY RAKE FLASHING 3/4 1M ARF2-15.3 ROOF PANEL (FIEID CUT �T� ROOF FASTENER T — — II� I I THERMAL SPACERS AND BEND UP 1/2") (OPTIONAL) TB -I ^WALL PANEL WHEN THERMAL SPACER` _ rBLANKEf INSULATION i ARE REQUIRED, INSTALL _�SRAKE SUPPORT ANGLE A CONNNVOUS LINE OF \\ 1 PER CLIP I I I _ - -. _-- X 3/4 O LONGS-� - r 14 X I a Ss k Loid I _ _ ^,/ INEREMA u+E vi SPACERSO ONO -- — —' — _ - _ 1 1/4' ( A NOT ATTACH TO /� THE ENTIRE G ALONG THE i _114 'AOGLEFTHE GABLE SUB FRAMING) . TAPE MASTIC \. STRUCTURAL FASTENER GUT-CRACUPI l IICONTINUOUS) 2 PER PURLIN `—WALL FASTENER S/4 fM 112X1 1/4 SUHH 112X1 1/4 SDHCW 3'-0' O.C.�I GUTTER -J I II 1'-0" O.C. I II BG-1 = 1/4, 1/2 I II RAKE SUPPORT AN(I.E� _ - - RSA- 1 z 1 IL - - - - 80-4 - 4 TOi0122 I IL - J - - - I I (DO NOT ATTACH TO `•� \ SUB -FRAMING) \ I I GUTTER I I 2'-0" O.C. FOR ICE do SNOW CONDITION PURLIN\ GTI -15.2 1�L '"'"Y -GABLE ANGLE CABLE ANGLE — \� WALL, PANEL • 2'-0" O.C. FOR ICE k SNOW CONDITION GA -I STANDARD GUTTER INSTALLATION DETAIL EA01 FLANGE BACK GUTTER INSTALLATION EA02 AUXILIARY RAKE FLASHING INSTALLATION RA06 STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN PANEL WALLS SB AA AA TOP VIEW TAP VI "W. RIDGE FLASHING —� — ROOF FATTENER WITH ENDCAP ( REQUIRED) --- "---"-'----� ^1� { 4X1 �� 1 TAPE MASTIC �-... j I 3/4 TM _ I ROOF FA5TENER-- ___.______I- -� 11M11 -- ��\ \�\�� I T I' T O.C. L--.-'----- _ -� �� fi.� I -STANDING SEAM RAKE FLASHING ..` I i � SRF- I GUTTER CUP 1 2 _ GC-B GUTTER STRAP 1 ALIGN MASTIC i�- I� SNC Al -TAPE3/4TM I CST HERE iI M II 4 DELUXE EAVE_ I y FLASHING PEO-1 = I/4, 1/2 GAULE ANGLE --�I GA-1 I / I •�� CAULK ' X 3/16" TAPE MASTIC ... _- 2 3/4 TM I I 2 PED-4 4 TO 12 . --- I I RAKE GW OUTSIDE METAL CLO UKE� SRC -I �5 SSMC-0 BLIND/8VET � (6 REQUIRED) INSTALLED INSTALLED UNDER CUTTER CLIP 3/4 TM WPLL FASTENER - I I � � � � t� I/13 RIVET SIDE VIEW SIDE LEW- 114 X 3/4 STHCW I\` 1'-0" CC. -�'Y� 1• �• \ T 0l I I USE THIS HOLE TO ATTACH GUTTER CLIP TO ROOF FOR ALL STANDING SEAM 1 1 1 USE THIS HOLE TO ATTACH GUTTER STRAP TO ROOF FOR ALL ROOFS REQUIRING �/ AND LOC-SEAM ROOFS- FLANGE BACK GUTTER. RAKE SUPPORT FLASHING ROOF AND WALL PANELS DO NOT USE THIS HOLE TO ATTACH CUTTER CLIP TO ROOFS REQUIRING 0STANDING O 3/4" X 3/16' TAPE MASTIC X 6" LONG ALIGNED WITH END OF GUTTER STRAP RSF-1 .- OMITTED FOR CLARITY. SEAM OR LOC-SEAM PANELS. AND INSTALLED UNDERNEATH. CUTTER CLIP ROOF ATTACHMENT HOLES _ (qb j GUTTER STRAP ROOF ATTACHMENT HOLE U-71 DEI_UXE EAVE FLASHING INSTALLATION EAU.3 RAKE CAP INSTALLATION RA16 STANDING SEAM ROOF SA GC-8 CLIPS ONLY. I AA CST STRAPS ONLY. Aq AA SIJALE: SEAM ROOF PANELCHECKED BASIC, ERECTION `• 5STANDING BY: iHG BY: BLJ fDATECUPAUUALABANADRAMN DESIGN APP'D BY: DRAWINGREVISION NUMBER MADE CK'D. DATE NO. REVISION MADE CK'D. DATE NO. REVISION MADF".". CK'U. DATE ISSUED; HIGIJ51UE FLASHING HSE5-1 - 1/4, 1/2 &ITo12 HSES-4 - 4 TO 12 PANEL CLIP LAP STIFFENER —�- SSLS-1 WALL FASTENER �12X1 I/4 SDHCW O.C. WALL FASTENER — 114X3/4 STHCW 1•-0" O.C. OUT5IDE CLOSURE — WALL PANEL — ROOF FASTENER 1' ROOF FASTENER —�\ 1" # 14X O.C. min.. # 14X O.0 min. HIGHSIDE FLASHING STANDING SEAM PANEL HSES-1 - I/4, 1/2 STANDING SEAM PANEL TAPE MASTIC & 1 TO 12 TAPE MASTIC--� (TOP AND BOTTOM HSES-4 = 4 TO 12 (TOP AND B0TT011 OF METAL CLOSURE) OF METAL CLOSURE) METAL CLOSURE 3/4 TM METAL CLOSURE PANEL CUP 3/4 TM (SEE DETAIL RC34/SA —�_ - (SEE DETAIL RC FOR AND RC35/SA FOR LAP STIFFENER —� �_ `--T- AND RCSS/SA FOR - CLOSURE INSTALLATION) S�LS-1 �. \ CLOSURE INSTALUTICN) 55MC-0 "-�'t -n SSMC-0 THERMAL SPACER �'� I r - INSULATION TB- I (BY OTHERS)-_��` 17�^4'-.-:.'..�.I INSULATION WALL FASTENER — (BY OTHERS) 112XI 1/4 SDHCW _ 1'-0' O.C. �'�. ROOF FASTENER 6 PER CLOSURE #14X1 STRUCTURAL FASTENER 2 PER CUP #12 X.1 1/4 SDHH HIGHSIDE SAVE STRUT HIGHSIDE EAVE FLASHING ATTACHMENT rVK1 STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS S B SEAL WALL PANEL 51DELAPS WITH 3/4" TAPE MASTIC DURING INSTALLATION. START` t-- STOP INSULATION ABOVE CLOSURE MASTIC AT CLOSURE AND CONTINUE UP WALL FASTENER SIDELAP 36". k12X1 1/4 SOHCW INSIDE CLOSURE WITH 3/4" TAPE 1 •-0" O.C. MASTIC APPLIED TO BOTH SIDES. ROOF TO WALL FLASHING STRUCTURAL FASTENER Y12X1 1/4 SDHH FRW-1 orFRW-4 . x i'-0" O.C. ROOF FASTENER 4 PER CLOSURE /14X1 GIRT STANDING SEAM PANEL PANEL CLIP INSIDE CLOSURE WALL FASTENER 112X1 1/4 SDHCW 1 •-0" O.C. WALL FASTENER- L- ROOF FASTENER 6 PER CLOSURE b 103/4 STHCW f14XI t'-Q O.C. STRUCTURAL FASTENER OUTSIDE'CL05URE� - 2 PER CUP lY 12 X 11/4 SDHH WALL PANEL � HIGHSIDE EAVE STRUT HIGHSIDE EAVE FLASHING ATTACHMENT WITH THERMAL SPACER EA05C STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS S B SEAL WALL PANEL SIDELAFS WITH 3/4" -� TAPE MASTIC DURING INSTALLATION. START --STOP INSULATION ABOVE CLOSURE MASTIC AT CLOSURE AND CONTINUE UP WALL FASTENER SIOELAP 36". 112X1 1/4 SDHCW INSIDE CLOSURE WITH 3/4" TAPE —"-\ 1'-0' O.C. MASTIC APPLIED TO BOTH SIDES. ROOF TO FLASHING TRUCTURAL FASTENER .WALL FRW-1 or FRW-4 12X1 1/4 SDHH I'•-0" O.C. ROOF FASTENER 4 PER CLOSURE - #14X1 GIRT STANDING SEAM PANEL PANEL CLIP 1.- INSIDE CLOSURE /�• WALL FASTENER r \- CABLE ANGLE CA-3 _ `- GABLE ANGLE GA-3 CLOSURE r I �_ L3,UGE 1/2" I WALL PANEL SSMC-0 -1 WALL PANEL THERMAL SPACER CLOSURETB-I SSMC-0 RIDGE SUPPORT FLASHING RJF-IRSUPPORT FLASHING RJF-t ROOF FASTENER J14X1 ROOF FASTENER #14X1 2'-0' O.C. ( 2'-0' U.C. PURLIN ((ROOF FASTENERS S6EE DETAIL RC34/SA AROOF FASTENERS ND RC35/SA SEE DETAIL RCIN, TA MIOXRC35/SA PURLINS FOR CLOSURE IN, FOR CLOSURE INSTALLATION. STRUCTURAL FASTENER STRUCTURAL FASTENER 2 PER CLIP 2 PER CLIP J12AI 1/4 SOHN _ N12X1 1/4 SUHH ROOF TO WALL TRANSITION AT HIGH SIDE EAl ROOF TO WALL TRANSITION AT HIGH SIDE EAl1C STANOING SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS S B STANDING SEAM ROOF W/THERMAL SPACERS 50 ARCHITECTURAL OR LONGSPAN WALLS STANDING SEAM PANEL - TANOINC SEAM PANEL. �. ROOF FASTENER ROOF FASTENER---- �+_ (SEE FASTENER LAYOUT 1 (SEE FASTENER LAYOUT' EA26/ � AND FA36/TA) EA26/`A AND 1EA36/TA) TAPE MASTIC (TYP-) PANEL CLIP TAPE MASTIC (TYP.) PANEL CLIP- ' 3/4 TM 7 I I TAPE MASTIC (FYP.) W/FASTENERS 3/4 TM 7__ I �•,-TAPE MASTIC W/FASTENERS METAL CLOSURE '""I' / METAL CLOSURE _____ �-4- /- ROOF FASTENER SSMC-1 ROOF FASTENER SSMC-I all (2 PER CLOSURE) 1" I �Jllr (2 PER CLOSURE) #14 X I 4- 4F 1' T Mla x l rta EAVE FLASHING 1 ' I EAVE FLASHING �. -1-' I --: THERMAL PED-I 1/4. 1/2 T EAVE STRUT PEO-1 y 1 TO 112 x�- SPACER PED-4 a 4 tOT�122. — �-STRUCTURAL FASTENER PED-4 - 4 TO 12 w TB -I #12 X 1 1/4 SDHH ICE & SNOW STRUCTURAL FASTENER WALL FASTENER PURLIN WALL FASTENER --�_ 12 X 1 1/4 SDHH #14 X 3/4 STHCW 1 -0' O.C. #14 X 3/4 STHCW I'-0" O.C. 1'-0" D.C. WALL FASTENER ICE '� SNOW #12 x 1 1/4 SDHCW WALL FASTENER EAVE TRIM 1'-0 O.C. EAVE TRIM �`�-` g12 X 1 1/4 SDHCW PURLIN LSET-1 - 1/4, 1/2 TSET-1 = 1/4, 1/2 1-0 O.C. & 1 TO 12 - OUTSIDE CLOSURE I TO 12 LSET-4 - 4 TO 12 iSET-4 = 4 4 TO 12 �! OUTSIDE CLOSURE WALL FASTENER WALL FASTENER #14 X 314 STHCW #14 X 3/4 STHCW HEAVE STRUT 1'-0 U.C. 2'-0 1'-0" O.C. 2•_0^ WALL PANEL. WALL PANEL ICE & SNOW EAVE DETAIL W/DELUXE EAVE FLASHING EA21 ICE & SNOW EAVE DETAIL W/DELUXE EAVE FLASHING & THERh1AL SPACER EA21 C STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS S B STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS -S B NO, REVISION i SEAL WALL PANEL SIUEIAP5 WITH 3/4" TAPE MASTIC DURING INSTALLATION. START MASTIC AT CLOSURE AND CONTINUE UP SIOELAP 35 . WALL PANEL INSIDE CLOSURE WITH 3/4^ TAPE MASTIC APPLIED TO BOTH SIDES. WALL FASTENER WALL FASTENER — ;�14X3/4 STHCW 00 N01 FASTEN (THROUGH, I'--D^ U.C. ROOF TO WALL FLASHING M12X1 1/4 SUHC'W RCOF TO WPLL FIASHING --� O.C. FSF-8 ROOF FASTENER --- WALL INSULATION SHOULD DO NOT ATTACH 10 PURLINS _ • STOP ABOVE CLOSURE MAXI T 'ABLE ANGLE 0'-fi' O.C. 3 i/ GA-4 MASTIC 3/4 X 3/16 CONTINUOUS - -AUXILIARY RAKE FLASHING ARF2-15.3 STANDING SEAM PANEL -�A I/� ---ROOF FASTENER '' M L 2'-0' O.C. FIELD TRIM -- AND BEND UP IF REQUIRED - - - - _ - - _ - STRUCTURAL FASTENER 2 PER PURLIN k12X1 1/4 SUHH PURLIN -� PANEL CUP ANO FASTENERS WALL TO ROOF TRANSITION AT GABLE RA30 STANDING SEAM ROOF / ARCHITECTURAL OR LONCSP.AN WALLS S B STANDING 5FAM PANEL ROOF FASTENER (SEE FASTENER FASTENER LAYOUT FA26/SA AND EA36/TA) #14 X 1 METAL CLOSURE -- ��--- --- TAPE MASTIC (TYP.) • PANEL CLIP -I 55MC-I 3/4 TM W/FASTENERS TAPE MASTIC -� 1 I �'-"It00F FASTENER ,3/4 TM -� I I (2 P#14CX09URE) FLASHING •- FL2CA-15.3 ^l�'�,.� " I EAVE STRUT ;� STRUCFURAL FASTENER do OW #12 X 1 1/4 SDHH PURLIN 1' 'LE SNOW -0 O.C. "-WALL FASTENER WALL FASTENER- #12 X 1 I/4 SDHCW f14 x 3/4 `THCV1 1'-0 O.C. 1' - D.C. ' OUTSIDE! CLOSURE CAVE TRIM _ LSET-1 - 1/2 & I TO 12 LSET-a 4 TU 12 WALL PANEL —/ ICE & SNOW EAVE DETAIL EA22 STANDING SEAM RJOF / ARCHITECTURAL OR LONGSPAN WALLS S B SCALE: DATE DRAWN BY: THG _ 2-17-95 c� -- CHECKED BY: BLJ 2-17-95 DESIGN AVWD BY: .1.nv rvn nAl•c ISSOED: 3-1-95 SEAL WALL PANEL SIDELAPS WITH 3/4" TAPE MASTIC DURING INSTALLATION START MASTIC AT CLOSURE AND CONTINUE UP 51DELAP 36". INSIDE CLOSURE WITH 3/4" TAPE MASTIC APPLIED TO BOTH SIDES. WALL FASTENER 114X3/4 STHCW 1-0" O.C. ROOF TO WALL FLASHING FSF-8 ROOF FASTENER — 00 NOT ATTACH TO PURLINS /14xl 0'-6 O.C. 3 MASTIC 3/4 X 3/16 CONTINUOUS _ STANDING SEAM PANEL -� /'(\ 3 u i WALL PANEL WALL FASTENER DO NOT FASTEN THROUGH ROOF TO WALL FLASHING /12X1 14 SDHCW 1'-0' 0. . WALL INSULATION SHOULD z- STOP ABOVE CLOSURE /-GABLE ANGLE CA-4 --AUXILIARY RAKE FLASHING ARF2-15.3 PANEL CLIP ---i-� W/FASTENERS I —FIELD TRIM _ _ AND BEND UP IF REQUIRED - - - - - - - - - - STRUCTURAL FASTENER 2 PER PURLIN HOOF FASTENER Al2X1 1/4 SDHH �DO NOT ATTACH TO SECONDARY FRAMING) 1 PURLIN 14X1 THERMAL SPACER 2 -0 O.C. T8-1 WALL TO ROOF TRANSITION AT GABLE RA30C STANDING SEAM ROOF W/THERMAL SPACERS - S B ARCHITECTURAL OR SPAN PANEL WALLS �-- STANDING SEAM PANEL ROOF FASTENER \ - (SEE FASTENER LAYOUT EA26/SA AND EA36/TA) 14 X I METAL CLOSURE TAPE 1AA511C (TYP.) PANEL CLIP SSMC-1 3AS TM ,.W/FASTENERS '� CAPE MASTIC � I --ROOF FASTENER I I 3/4 TM 1.{ I I (2 P114 XOSURE) f FLASHING ��3,• I FL2OA•-15.3—_ THERMAL �K'=•'T SPACER TB--1 1 a ate -STRUCTURAL FASTENER #12 X 1 1/4 SDHH I•-0" O.C. T '--WALL FASP_NER ICE do SNOW WALL FASTENER /12 X 1 I/a SDHCW #14 X 314 STHCW 1•_0" O.C. PURLIN O.C.. > OUTSIDE CLOSURE SAVE TRIM �� TSET-1 = 2 `-EAVE STRUT & I TO 12 I TSET-4 - 4 TO 12 WALL PANEL ICE & SNOW EAVE DETAIL W/THERMAL SPACER EA22C STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS SB EUFAULA )ING SEAM ROOF PANEL F ' { BASIC ERECTION DRAWING SSG-2 1 it 0 ' NUMBER T� 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE. 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO _- RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN LOADS TO BE RESISTED EY THE FOUNDATIONS. 4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS AND / OR HAIRPINS . (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS_, MUST BE SUSTAINED BY HAIRPINS,' TIE RODS, 'BUTTRESSES, OR OTHER DEPENDABLE MEANS. 5. COLUMN FOOTING SHOULC EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE.. IN ALL CASES, THE, -.FOOTING SHALL EXTEND AT. LEAST 6 INCHES BELOW THE LOCAL FROST LINE. 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE • LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL 'ANDk SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE i 1/1 5 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN.; ALL, OTHER DIMENSIONS SHALL HAVE A ± 1/8 INCH TOLERANCE. B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 12, ALL ANCHOR BOLTS SHALL BE-ASTM A307'OR r:(QIJAL IN ORDER TO CONFORM TO ARC. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALT_ HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 INCH: ; ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1 /4 INCH LESS THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. 14. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL . BE 1 /2 INCH .DIAMETER • UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT. PLAN. .. 8„ BASE ANGLE FASTENER (NOT BY A.B.C.) BASE ANGLE (MINIMUM 1 /4" 0 CONCRETE ANCHOR BOLT 5'-0" O.C. MAXIMUM SPACING OR EQUAL BY OTHERS) BASE ANGLE DETAIL 1 /2" 0 ANCHOR BOLTS X 6" (SEE NOTES #13 & #14) N 2" NOMINAL DOOR WIDTH 12" DOOR WIDTH + 4" TYPICAL. OVERHEAD DOOR LAYOUT BASIC MATERIAL SPECIFICATIONS C 1 /2" 0 ANCHOR BOLTS (SEE NOTES #13 & #14) SECTION " B" B" (OF TYPICAL OVERHEAD DOOR LAYOUT) PRIMARY FRAMING STEEL STEEL FOR HOT -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION A 36. STEEL FOR BUILT-UP SECTIONS SHALL CONFORM TO ONE OF THE FOLLOWING: FLANGE AND WEB MATERIAL SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 GRADE 50, ASTM A607 GRADE 50, OR ASTM A570 GRADE 50. FLANGE AND WEB MATERIAL SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 MODIFIED TO 55,000 PSI MINIMUM YIELD AND 70,000 PSI MINIMUM TENSILE STRENGTH, ASTM A607GRADE 55, OR ASTM;A570 GRADE 55; STEEL FOR ALL ENDWALL "C" SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55. SECONDARY FRAMING STEEL STEEL USED TO FORM PURLINY, GIRTS, EAVE STRUTS AND "C" SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55 STEEL USED TO FORM ZINC -COATED (GALVANIZED) PURLINS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A446, GRADE D AND G 90 COATING DESIGNATION AS DESCRIBED IN ASTM A525. ROOF AND WALL PANEL MATERIAL, EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A446 GRADE E. MINIMUM -YIELD STRESS SHALL BE 80,000 PSI, PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A446 GRADE D. MINIMUM YIELD STRESS SHALL BE 50,000 PSI. PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 55, CONFORMING TO THE REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 80,000 PSI. PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 55, CONFORMING TO THE REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 50,000 PSI, CERTIFICATION AND SCHEDULE OF' -DRAWINGS THIS IS TO CERTIFY THAT THE METAL ;BUILDIN(,3 COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.C.' ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA; DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE: I :.. SHEET NUMBER.... ... , _..... DATE REV. NO 1. VARIES PSF BUILDING DEAD LOAD;` DL I. DL + LL + ML + 2. 10.0 PSF COLLATERAL DEAD LOAD, ML (TYP UN) 2. DL + WL ABC 10/31 /95 0 _ -., . . ABC-2 ' 10/31 /95 - 0 3. 20.0 PSF ROOF LIVE LOAD., ;LL,;. 4. 20.0 PSF FRAME LIVE LOAD; LL 5. -0- PSF GROUND SNOW LOAD; pg. `... AB- 1 10/31 /95 . 0 AB-2.. _ . ,... _ 1`O/31/95.. 0 6. -0- PSF ROOF SNOW LOAD (EX,POSURE FACTOR -0-), SL 7. 100.0 MPH WIND SPEED, WL 8. -0- SEISMIC ZONE - 10/31/95 -• Q, AB�4 10/31/95 0 9. 15.0 PSF COLLATERAL LOAD (ML) FRr,LNS 14-16 _ AB-' S 10/31/95 0 12. AB-- 6 10/31/95 0 "Ag!7 10/31/95 - 0 NOTE ROOF DESIGN IS BASED "ON THE .LARGER ROOF LIVE LOAD OCCUPANCY IMPORTANCE FACTORS OR ROOF SNOW LOAD. WIND: 1.15 SNOW: -0- 10/31/95 - 0 SEISMIC: -0- E-Q2 OMITTED _ E-U3 10/31/95 0 THESE DESIGN LOADS AND COMBINATIONS'' ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING E-04 10/31 /�J5 (7 E-05 10/31/95 0 BUILDING CODE. E_06 10/31/95 - 0 S , STANDARD BUILDING CODE, 1991 EDITION E-0:7 0/31 /9 1 5 0 E-'p'g ISSUED FOR CONSTRUCTION 10/31 /95 0 E-09 10/31/95 0 E-1•0 10/31 /95 0 CERTIFICATION IS LIMITED. TO THE STRUCTURAL THIS C -- TURAL DESIGN OF THE FRAMING AND COVERING PARTS E 'I 1"� "' 0/31 /95 T' 0 MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT _. NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS MECHANICAL E` 12 W 10/ 31 /95 0 E-13 < ' ,,.. _ 10/31/95 - 0 EQUIPMENT AND THE ERECTION AND INSPECTION .OF THE BUILDING. THE BUILDING 'SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN :ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY' ERECTION MANUAL. _E-14 10/31/95' 0 THE MBMA MANUAL, LATEST EDITION, AND THE ATTACHED DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND:•BECO.ME •PART OF THIS CERTIFICATION. - E-15 10/1/ 3 95 0 E�'1 F OMITTED PRODUCT APPROVALS AND CERTIFICATIONS: E-17 , 10/31/95 - 0 E-18 OMITTED 1. STANDARD BUILDING CODE SBGCI #94.1.00, ,1,2 BASIC STYLES. 2. UNIFORM BUILDING CODE (ICBC -: # FA-285--CARSON CITY, NEVADA PLANT. - 10/31/95 ' 0'� 3 INDIANA - 12 BASIC STYLES AS BELOW. E-20 J 10/31 /95 - 0 E_21 OMITTED a. M-190560 =' SSF b. M-190857 -, LRF, :RF,. LRF=.M .• c. M-190858 - LSS,',LSS-M. d. M-190863 - LT E -22 . 10/31/95 - 0 l E_23 10/3;1 /95 �. 0 e. M-190862 GC, LP2, 'LPG•, LP2 M,-.„.LP4-•M E-24 10/31 /95 0 4. WISCONSIN-# 900007-M; 13 BASIC STYLES. ' E_25 10/31/95 0 5. CITY OF CLEVELAND, OHIO DOCKETS STD ERECTION DWG'S 6. CANADIAN.. WELDING BUREAU ,DIVISION I CERTIFICATION AT EL PASO &. CARSON CITY. - ;;+ D-1 ,D 1.1,D2,D3,D25,FD-3,FD-4,FD-5,FD-8,FD-9,GTD-1,LOC-1; - 7. AISC QUALITY CERTIFICATION, CATEGORY MB. 8. PLANT CERTIFICATION AT 'CARBON CITY FOR CITY OF SEATTLE. LOC-2T,LOG-3,LOC-4T,LOC-5,LOC-8,LDC-,I O,RHC-2,S6,SS2-1 . - 9. PLANT CERTIFICATION AT'CARSON CITY `FOR OGDEN, UTAH. SS2- 2T,SS2-3,SSG-1T,SSG-2 10. LONGSPAN PANEL WIND UPLIFT -CLASS 90 UL 90 CONSTRUCTION NO. 7 ( ) 1 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS' AND SYSTEMS DIRECTORY. 1 1 . STANDING SEAM II PANEL WAND , UP,LLFT-CL ASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY. 12. LOC-SEAM PANEL WIND UPLIFT -CLASS 90 UL 90 CONSTRUCTION NOS. 331, 332, AND 336 AS LISTED IN THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER \ OF RECORD FOR THE OVERALL PROJECT AND IS ONLY.... �� _ 4� qS , UNDERWRITERS LABORATORIES "ROOFING MATERIALS AND SYSTEMS DIRECTORY. CERTIFYING THAT THE DESIGN OF THE METAL BUILDING , 13. CITY OF LOS ANGELES FABRICATORS LICENSE #1390 AT CARSON CITY PLANT. COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY `= SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS CERTIFICATION .EXCLUDES. THE ERECTION OF THE STRUCTURE. U B M ITTAL N 0 NE N0. RE -.VISION BY CK. DATE N0. REVISION BY CK DATE SCALE: DATE GENT L FLA REGION IR DRAWING RA PHENI �' AMA •,��. A X CITY - ALAS [X] . FOR CONSTRUCTION DRAWN BY: LMN 8/95 FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED ,BY, SAN FO R D , FL AMERICAN BUILDINGS FOR PRELIMINARY DESIGN APP'D BY: 'METAL STRUCTURES 0 ISSUED FOR CONSTRUCTION JW M. 1.0•/31/95 . DRAWING 1 1565�''O I ABC-1 RE_v.No. _ ] / G MARK � �.,. 1 PLANS FOR PERMIT ON SHTE,ETS E---01 THRU E---24 JW MLV 9/2'8/95 [ ] 08/28/95 10:10:48 Ver. 8.01 NUMBER • __ - - �� - '3ST�S'd 566 0�) Z'_ :9 �0 A(3`,j �a�r1 - ROOF PANELS TYPE:_-LC6 _______ GAGE::24: COLOR: ACOPP70 _ TYPE:_,_..52 --------- GAGE::24. COLOR: REWHP70_ PAINT WARRANTY: YES_ WATER TIGHT WARRANTY: Y-E - UL 90 CERTIFICATION: -.!Fa IF SSII: FIXED CLIP:___- SLIDING CLIP:____ WALL PANELS TYPE: --LP -------- GAGE:;2 COLOR:__ A_LCT __ BASE:_NA_ PAINT WARRANTY: NA ___ EAVE TREATMENT STANDARD GUTTER W/ DOWNSPOUTS _-_- FT O.C. (MAX) FLANGE BACK GUTTER V// DOWNSPOUTS ---- FT O.C. (MAX) SIMPLE EAVE TRIM ___- DELUXE EAVE TRIM ICE AND SNOW TREATMENT NO: -__-- TRIM COLORS RAKE TRIM: _ REWHPLL GUTTER / EAVE: _ACQPP70- DOWNSPOUTS:_ACOPP70 FRAMED OPENINGS:_NA___ CORNER: ___ALCT _ BASE TRIM: -------- MISCELLANEOUS: -__---_- PRIMER COLOR RED OXIDE:-_X__ GREY:_____ SPECIAL: ---------- ROOF FASTENERS SlANDING SEAM II A. #12 X 1 1/4 SELF DRILL HEX HEAD B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER STANDING SEAM III A. #12 X 1 1/4 SELF DRILL HEX HEAD B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER LONGSPAN A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER B. #14 X 3/4 SELF TAP HEX HEAD W/ WASHER LOC SEAM A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER WALL FASTENERS LONGSPAN OR ARCHITECTURAL_ A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ CLEAR WASHER B. #14 X 3/4 SELF TAP HEX HEAD W/ CLEAR WASHER C. #12 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER SHADOW PANEL A. #12 X 1 SELF DRILL HEX HEAD W/ NUT BLANK B. #14 X 3/4 SELF TAP HEX HEAD C. #12 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER INSULATION NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR ROOF ---- -X- --- -- S - ---- --- ------- WALLS __ -X— — -- - 3-- ---- --- ------- RIGID BOARD:____ ROOF:___-.- WALLS:---- BEARING PLATE: ---- THERMAL BLOCK;-,-_X_ BY ABC':-X- BY OTHERS:-__ (1" THICK ONLY) SPACER STRIP :----- (FOR LOC SEAM WITHOUT INSULATION) NO. I REVISION WALK DOORS QTY SIZE TYPE SWING LOCKSET CLOSER COLOR LINER TRIM LINER TRIM COLOR 3070 6070 __M --NL __HG ___ _______ __YES -_NO WHITE __YES --NO -------- 3070 6070 __ M __ N L __ HG ___ ____--- __YES --NO WHITE __YES --NO ----------- 3070 6070 __M __NL __HG ___ ------- __YES 711 __NO WHITE __YES __NO -------- _-- - 3070 6070 --M --NL --HG --- ------- --YES --NO WHITE _-YES --NO-------- FRAMED OPENINGS - QTY WIDTH HEIGHT SILL HEIGHT. FR WRAP TRIM LINER" TRIM LINER TRIM COLOR -------- -__YES ---NO __YES __NO ____--.._._ --- ------ ------ --------- ---YES ---NO --YES -_NO .-.------- --- ----- ------ -------- ---YES ---NO --YES --NO -------- --- - ---- -- _ _ __ __------ ---YES _-_ NO __YES _-NO __------ __ -_ ------ -------- ---YES ---NO __YES __NO -------- ___ - -___ ------ - ---___ __-YES --- NO _-YES --NO -------- ___ __--____ ___YES --- NO __YES --NO _--_____ -----_-- ---YES ---NO --YES --NO -------- --- --- ---------- -------- ---YES ---NO --YES -_NO -------- --- - __-- - ----- --------- ---YES _--NO -_YES _-NO -------- LOUVERS WHITE ADJUSTABLE W/ BIRD SCREEN QTY WIDTH HEIGHT LINER TRIM LINER TRIM COLOR ---- ----- ----- ---YES ---NO ---- ----- ----- ---YES ---NO ---- ----- ----- ---YES ---NO ---YES ---NO ---- ----- ----- ---YES -__NO LINER PANELS LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR --- ------ -------- -_---_--- --- --- --- ---YES ---NO ------- __-- ---- -- -------- ---------- --- ------ -----YES ---NO ------- --- ------ -------- ---- ---- -_- - ----- ---YES --_ NO _-_---- --- -- ---- -------- -_- _---- --- ------ ---YES --- NO ------- ROUND 20" THROAT WHITE VENTILATORS __-_ QUANTITY _-___ RIDGE MOUNTED _____ SLOPE MOUNTED 9" X 10' RIDGE VENTILATORS QTY AT 10' SECTIONS ____ LINEAR FEET CONTINUOUS ROOF JAXS QTY TYPE DK-3 1/4" - 4" DIAMETER _ 8 _ DK-5 4" - 7" DIAMETER C Q DK-8 7" - IS' DIAMETER BY _ CK. DATE I NO. p I ISSUED FOR CONSTRUCTION REVISION m JW ROOF CURB ' FRAMING RECENT PRODUCT REVISIONS SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS COMPANY (A.B.C.). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. THE A_B.C. DESIGNER. MAXIMUM LOAD FOR ROOF CURB IS 2500#. 1. AMERICAN BUILDING COMPANY- IS IN THE CURRENT PROCESS OF QTY WIDTH LENGTH SLOPED AT RIDGE ELIMINATING THE #12X1 1/4 SSCF CLIP S(.RE'N AND THE REQUIRED - FIELD CAULKING FOR STANDING SEAM AND LOC:-SEAM ROOF SYSTEMS - -- TO ENHANCE ERECTION. AS THIS IS A PROGRESSIVE CHANGE IT WILL --- ----- ------ ---- REQUIRE THE FRF.CTORS TO ASSI.IRE WHICH (�(�N . ITION EXISTS CAN TH IR PARTICULAR PROJECT UNTIL SUCH TIME ALL. OLD STOCK CLIPS HAVE BEEN DEPLETED. ROOF CURBS QTY OUTSIDE WIDTH OUTSIDE_ LENGTH MIN. HT. GAGE COLOR IF YOUR TALLY LISTS A #12 X 1 1/4 SSCF SCREW THEN THESE ARE: 18------- TO BE USED FOR THE CLIP ATTACHMENT. If, YOUR CLIPS DO NOT HA'JE 18 PERFORATED TABS THEN THEY SHOULD BE FIELD CAULKED W/ SSCK--1, 8' 2. STANDING SEAM 360 ROOF SYSTEM IS NOW AVAILABLE. ALL LITERATURE SKYLIGHTS / WALL LIGHTS IS TO BE STUDIED AND UNDERSTOOD BEF03E ERECTION. TRANSLUCENT SKYLIGHTS QTY: ---- SIZE: ------- 3. THINK SAFETY! TRANSLUCENT 4' 5" WALL LIGHTS QTY: ---- FACADE _ CLEAR CORNER I rPC VUk I 01'; �J'LOPLD I IDGI IT 0IG-11 I r'RU,JCC rl0[I UI.ID[r, rACADC UNIT FACIA PANEL TYPE :------- GAGE: ___ COLOR: -------- TRIM COLOR: --______ SOFFIT PANEL TYPE: ------- GAGE: - COLOR--. _------- BACK PANEL TYPE ---- - _ GAGE: _�� COLOR: ,----=�..TRIM C(7LOR°--------..... _... .,._ ._. _. ....... .... _ ... w .._, . _ .... ......_ CK. d DATE MLV 1 10/31 /95 SPECIAL NOTES MISCELLANEOUS MATERIAL MEZZANINE BEAMS (SEE SHEET E-24 ROOF EQUIPMENT RACKS (SEE SHEET E-25) _. DRAWING SUBMITTAL STATUS SCALE: NONE DATE _ [X] FOR [ ] FOR [ ] FOR [. ] FOR [ ] CONSTRUCTION APPROVAL PERMIT ONLY PRELIMINARY DRAWN BY: CHECKED BY: DESIGN APP'D BY: WZO- 08/28/95 11:38:51 Ver. 8.01 CENTRAL FLA REGIONAL AIR PHENIX CITY ��' ALAEAMA SANFORD , FL ' • AMERICAN BUILDINGS MARK METAL STRUCTURES DRAWING REv.N0. j 115556-01 ABC-2 (� NUMBER � _ _ A �J—C�'� \C� �d � N CC 03V gE) I, / ;:F;L:9 ! �.0 AoN E)@M .. �....�. .....,... _ -. ... ,... � iewwl�.rr'w+a4>iwµwrYwwww.+. «+,ww...,,«......n.........._.. �1ypJae"S�4Mii+M' '• AwtiV.W.+ A.+rL_....:,.a:iNWYWId+a>�Iu11mUrYAvL-+u1i1iAM.fYJAsur rA 1 1'6 i N0. REVISION DIMENSIONS SHOWN AT LINE "'I" ARE TYPICAL AT LINES " 1" THRU "7" 23'6 25'0 2 3 150'0 OUT TO OUT OF CONCRETE 25'0 25'0 BY I CK. I DATE 11 NO. 9319 11 25'0 J� 400'-0 OUT TO OUT OF CONCRETE REVISION 0 1 ISSUED FOR CONSTRUCTION 23'6 ANCHOR BOLT PLAN ALL ANCHOR BOLTS PROJECT FROM ELEV. 1'-4 B.F.F. 21 ' 8 BP04-1 BP03-1 z z / _ I I / O O m Cp l I I I I I I I I dam- I I I I I Ld H I W Iz U Z O I I I U EE DWG AB-2 11 7R THIS AREA O I I I (D O z T = O _ .. .,. ..,........ . _...... ..._ ......_, .. _.,. I.. _�., ._-- L . _ _M._._v.-- Q o_I Q O I (D I I , I I I I I I z z CD � En Ln �I I I BP02-1 BP01 —1 DIMENSIONS SHOWN 11 21'8 11 AT LINE " 16" ARE TYPICAL AT LINES " 17" THRU "19" 116 23'6 23'6 1'6 17 18 19 200'--0 I 50'0 OUT TO OUT OF CONCRETE f ;ldl' '.4 F,It BY CK. DATE DRAWING SUBMITTAL .SCALE: NONE DATE STATUS CENTRAL FLA REGIONAL AIR PHENIX CITY �' �� ALABAMA [X] FOR CONSTRUCTION DRAWN BY: LMN 8/95 e [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL AMERICAN BUILDINGS [ ] FOR PRELIMINARY DESIGN APP'D BY: ::21 '�9 MARK METAL STRUCTURES _ DRAWING ,IA —�REV'.NO. 5�5� 0 B 10/31/95 08/26/95 06:1 1 Ver. 8.01 NUMBER : -- ------- 3C 03'd 966 � L("C)L'9 � U AON I) h LL w I- w V 0 V LL O 0 f- Q O I O O n u O N I I N act 1p 1'0 t-t BP04—G.-N BP03—G w w a a o a `n a a o / I I I 1 I- I I I I I I I I I 0 m Eha aCD CL Q 0 I m m m m m m m m 0 N I I N I I I I I I I BP02—E I I I I I I I BP05—E '—, �p o° I o0 00 00 00 L N Q ` m m I m m m m m l cn 1 I I I I I I ~ cn o 0 0 u- N (y 1 I 51 m 52 1 I I I 1 1 1 2 C9 m B P 0 5- E ..... __._ a BP02—E _. _ __...v __._ _..... _ _ I ' i a N Li r- V) o a a. o a o 0 CO I m I _. CQ ' m 1 CD I Cq 1 CD 1 / m w N p a a a a a a w N I � � O O O Q o f I d Q D- I D- I a I a I l a a" I a- 1 a a, cD m Lu cD m m m m --- _ -- ---- -- __-----P02-G BP01-G L l � Lf� 11 23'2 11 U 0 U ¢ N N N N N N N O O 4 O O G o O Q r l a a l a l CL I 0- I a- I CL I D 1 a l m m m m m m m m m O Lo _/ 1'0 DIMENSIONS SHOWN AT LINE " 12" ARE TYPICAL AT LINES " "12" THRU " 18" 24'0 NO. I REVISION I BY I CK. I DATE 11 NO. 25'0 REVISION 0 I ISSUED FOR CONSTRUCTION , Y' 25'0 24'0 11 12 r 200'0 OUT TO OUT OF CONCRETE ANCHOR BOLT PLAN Al I AN(-HnR RBI TS PRr�,IFrT FPnM FI FV 1'-ZI R F F BY CK. DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE [X] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY [ ] DRAWN B'(: LMN 8/95 CHECKED BY: DESIGN APP'D BY: �y� /`� /j W �/ JW MLV 1 10 31 95 08/26/95 06:12:18 Ver. 8.01 1'0 5G'-0 CENTRAL. FL_A REGIONAL AIR PHENIX CITY �" ALABAMA SANFORD , FL MARK METAL STRUCTURES AMERICAN � BUILDINGS DRAWING 1156560/ AB-2 R�v.No ----"- -- -- NUMBER `� �J,J ��d !�l '�,j djv U null I�dM I 1'6 r-OUTSIDE OF SLAB n m I � r 0 1 1 d LL.I 2 2 j�1"AB — BP03-A 1"AB--- N 1 •- N r I T- r- N I � N CL FRAME BP02-A BP01 -A — N u J VAB n OUTSIDE OF SLAB L- r- 1'6 OUTSIDE roF SLAB It . 3 9 25'0 OUTSIDE OF SLAB 10 2 N. r- Lo I I I N I I 1 7 4 62 a. tr BP06-A HHUY -A I BP06- B BP05- B I I I Q Q 1 4 6 2 6 2 4 I, 7.� CJ \./u I -JI L." L- VI .J L/ NL1 BP05-A 8 21 2 2 1"AB w/ z _ _j 0 z _ I r• o I J r-- I m d 0 Ln C) OUTSIDE OF SLAB 1'6 BP07-A N N c-0 Qo N 2 2 j�1"AB — BP03-A 1"AB--- N 1 •- N r I T- r- N I � N CL FRAME BP02-A BP01 -A — N u J VAB n OUTSIDE OF SLAB L- r- 1'6 OUTSIDE roF SLAB It . 3 9 25'0 OUTSIDE OF SLAB 10 2 N. r- Lo I I I N I I 1 7 4 62 a. tr BP06-A HHUY -A I BP06- B BP05- B I I I Q Q 1 4 6 2 6 2 4 I, 7.� CJ \./u I -JI L." L- VI .J L/ NL1 BP05-A 8 21 2 2 1"AB w/ z _ _j 0 z _ I r• o I J r-- I m d 0 Ln C) OUTSIDE OF SLAB 1'6 BP07-A N N c-0 Qo N NO. REVISION BY CK. DATE N0. REVISION BY CK. DATE DRAWING SUBMITTAL STATUS SCALE: NONE I DATE CENTRAL FLA REGIONAL AIR SAN FO R D , FL MARK METAL STRUCTURES [X] FOR CONSTRUCTION [ ] FOR APPROVAL ] FOR PERMIT ONLY [ ] FOR PRELIMINARY [ ] DRAWN BY: LMN 8/95 - CHECKED BY: DESIGN APP'D BY: I-I'P7 ze% - 08/25/95 15:14:54 Ver. 8.01 0 1 ISSUED FOR CONSTRUCTON JW MLV 10/31 /95 AJd'2-9v\33 0 PHENIX CITY ALABAMA AMERICAN BUILDINGS DRAWING 11565E:0'I AB-3 REV.NO. NUMBER � �J 33 GC'd 966 7 :C 7:9 L L 0 AON :��M 1'0 NO. W Ln z /J J / m Lc) /o/ /z C)14 ,U Ln 2 12 f �'1 1"AB 8 BP03- E 1'0 2 N w� Z_ zI C� o _ J CO z 0 N N 7 12 4 82 u —� m U 51 2 a r BP02-E 8 2 2 1"AB r N Lo LINE r' SLAB B P O 1 - C REVISION Un 2 2 2 1"AB 8 BP04-D Qo t-- .m BP06-D 1 "AB BP08- D OUTSIDE OF SLABi L d- 2 2 2 1"AB 8 BP06-E LL. 25'-0 OUTSIDE OF SLAB i 1'4 � N I N N 110 10" 1 4 2 2 3 2 2 1'0 2 a BP04-G 1 AB 3/4"AB / N � co N LLJ u� n I '114 u N I I 1 m m /Q/ 4 1 'O Q ¢ ^. 1 1 � _ 82 4 1 2 2 , I / I co I Q 512 / FRAME CL:FRAM E=' C�J d- I rN -- ---L-- COMMON BLDG LINE BPI-D N M Lo I I •-- N r- N / w/ z co d- N Z 0// Ln 0/' � 1 COMMON BLDG LINE COMMON BLDG LINE COMMON BLDG LINE -f 'I ' 0 BP05--D BP07-D _.:. BP04-E 6 1 2 2 3/4" AB BP02-C BY CK. DATE NO. REVISION 0 1 ISSUED FOR CONSTRUCTION 1 212 r -F ate— 3/4" AB I I CC) I �N OUTSIDE OF SLAB � w/ z J/ ,j z O U 110 BP03-C BY CK. DATE DRAWING; SUBMITTAL SCALE: NONE DATE STATUS CENTRAL FLA REGIONAL AIR PHENIX CITYALAEAMA [X] FOR CONSTRUCTION DRAWN BY: LMN [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL AMERICAN BUILDINGS [ ] FOR PRELIMINARY DESIGN APP'D BY: oC:- / MARK METAL STRUCTURES _ RvNODRAWING [] 11565E>0I AB-4 JW MLV 10 31 95 08/25/95 15:16:47 Ver. 8.01 NUMBER: _ , n ll r MI 0 Anrlq NO. 1'6 «OUTSIDE- �OF SLAB rn � N U-) LL O d- W F F- r r 2 1"AB 2 2B� 8 BP0 3 H 101 BP01 --H REVISION SLAB 21 22 25'-0 1,6 OUTSIDE OF SLAB OUTSIDE OF SLAB OUTSIDE OF SLAB B I r I Q LL_t o- N _ O Lo cn N N O ' 7�4 72 _I �72 4 7' a 2 . 1"AB 2 2 2 1„AB 12121 2 M BP06 H BP08-H BP04-1 BP03-I I 11 m 11 a a 72 B 4 72 4" A � __ __ 4- 4 I I I BP05-H I.J v 1 1..)1 L'i Im V I _) l r-%L) BP04-H BY CK. DATE N0. 0 ISSUED FOR CONSTRUCTION. REVISION OUTSIDE OF SLAB) 1 BP07-H BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS CENTRAL FLA REGIONAL AIR PHENIX CITY ALAEAMA [X] FOR CONSTRUCTION DRAWN BY: LMN 3/95 [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SANFO R D FL [ ] FOR PRELIMINARY DESIGN APP'D BY: % , _ MARK METAL STRUCTURES AMERICAN BUILDINGS _ REV.N0. [ ] DRAWING � � 56560"I AB-5 JW MLV 10/31/95 [ ] 08/25/95 15:18:16 Ver. 8.01 NUMBER O \ - c'-� r-� \ • I'J _ (� ,.� �\I1 �� F) �� (, .'I L y � I � i � \ �� •� i.) � h �� A �1 B A B A. I B B A �1 B REVISION - I i c c i D C I D REACTION TABLE KIPS LOAD DESC WIND A B C D DL+LL+ML L->R -1.2 47.5 '1.2' '14."/ DL+WL1-> L-> R -1.2 10.3 1:4 -14.6 DL+WL1 <- __. _., R->L 2.5 15.5 5.4 -5.9 DL+WL2-> L-->R -2.7 17.4 - -3.3 -10.9 DL+WL2<- R->L 1.0 22.7 3.8 -2.1 SKEW FRAME REACTION TABLE KIPS LOAD DESC WIND A D C D DL+LL+ML L->R _ -0.6 9.9 0.6 6.1 DL+WL1-> L->R 0.9 -9.7 -2.1 -4.3 DL+WL1 <- :.. R->L 0.9 -'.9 2.2 -2.5 DL+WL2-> L->R 0.9 -7.5 -4.3 -2.4 DL+WL2<- R->L 0.9 -5.8 -0.1 -0,6 L/T LINES 8 -- 1 6 (C & D REACTIONS APPLIED TO MAIN FRAME) A =i B A _ It B REACTION TABLE KIPS _ LOAD-DESC WIND. A .-... B. " C D DL+L,L,+ML L->R _ _. 2-0 65.9 -2:0 -- 6.0, DL-+WL1=`> ', L=>R -1.4 21.6 -0:9 -7:4': DL+WL1 <- R•-->L 5.0 18.3 12.1 -0.6 DL+WL2-> L->R -3.8 26.7 --8.1 -7.0 DL+WL2<- R->L 2.7 23.4 4.8 -0:2: A B E F HIP FRAME LINES D 8c E C i D REACTION TABLE KIPS LOAD DESC WIND A _ B C D E: DL+LL+ML L->'R 3:8 20.1 -3.8 20.1 49.1 " DL+WL1 -> L->R -3.7 -17.7 -0.2 -10.9 -26.2.. DL+WL2-> L-->R -2.4 -12.5 -1.5 -5.6 -10.5 REACTION TABLE KIPS LOAD DESC WIND A B C D E UL+LL+ML L---;>R . 4"1, ��, I -4A 2'2.1 G�,G DL+WL1-> L=>R, -5.2 --16.2 -1.6 -12.2 -27.0 DL+WL2-> L->R -4.0 -14.2 -2.9 -5.6 -3.5 FRAME LINE 18 BY CK. DATE N0. REVISION 0 I�qSUED FOR CONSTRUCTION r�CTION TABLE KIPS WIND A B C D .- OAD ':` _ L-> R I ;.2 100.4 -13.2 07.7 C DL+WL1- DL +WL1-. DL+WL2 - DL+WL2 ,. L->R R-> L L->R R-> L -16.9 , _. 2.9 -15.6 4.3 --9.3 7.1 5.5 18.1 -2.9 17.0 -4.3 15.5 4.1 -10.4 17.0 2.5 D -- FRAME LINES 1 1-13 i D REACTION TABLE KIPS T" LOAD DESC WIND A D 0 D . DL+LL+ML L->R 11.6 95.7 -11.6 93.0 DL+WL1-> L->R -17..0 -9.3 -2.9 4.1 DL+WL1 <- R->L 2.8 7.1 17.0 -10.4 DL+WL2-> L->R -15.6 5.5 -4.3 1'7.0 DL+WL2<- R->L 4.3 18.1 15.6 2.5 FRAME LINES 10, 14 C i D RFAUION TAHI:F KIP$. LOAD DESC WIND A B 0 D E F DL+LL+MML L->R 0:6 " 72.3 -0.6 6':).7 153.8 153.5 DL+WL1-> L->R -7.0 � ;6.8 --8.5 22.0 24.1 18.9 DL+WL1<- R->L 8.2 24.3 7.0 4.7 27.9 34.2 DL+WL2-> L->R -8.5 15.5 -7.0 2-3.8 34.0 28.6 DL7+-WL2<- R->L 6.9 29.2 8.4 11.5 37.9 44.0 A . R F D FRAME LINES _9, 15 REACTION TABLE KIPS LOAD DESC WIND A B C D E DL I LL-I ML L->R 2.7 IH -2.7 18.8 51.2 DL+WL1-> L->R -4.1 -17.0 -2.0 -10.4 -24.2 DL+WL2-> L->R -3.2 -12.1 -2.9 -5.5 -9.7 BY L.K. UAIL UtCAVVINV2 JUI5MIIIHL SCALE: INUINt DATE ®� STATUS CENTRAL FLA REGIONAL AIR PHENIX CITY �" ALAEAMA [X] FOR CONSTRUCTION DRAWN BY: LMN 8/95 [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL AMERICAN BUILDINGS FOR PRELIMINARY DESIGN APP'D BY: � MARK METAL STRUCTURES DRAWING 1 15 65 60 "1 AB-6 REV.NO. JW MILV 10/31 /95 [ ] [ ] D8/26/05 D6:12:2_b ,. For, .01 NUMBER � -- --_-- - _. � __ ---- - 9- o'd J \� N _ 03 b 5 0 6 C:) b 9 � O A O N I.) 9 N1 REVISION .:.'•.-1'..1,. 1 +Yf. Y.�}::Y„�•:n'f✓.I✓NJYf.(4tll<i.I�'l.•t'.Fl4l':•.b.a Ul'YF:—)"oA�•1'..'rt^.,.ry,�. •.•. •.•�... •sr,^� n._r BY CK. DATE N0. (REACT'N ARE BASED ON ONE BRACED BAY) WIND 4.4K �115.6K .�. 2.2 K 2.2 K 2.2K f2.6 K MEZZANINE COLUMN REACTIONS PORTAL FRAME REACT'N Gd COL. LNS. B & F (2-3 5-6 (WIND DIRECTION MAY BE OPPOSITE) (REACT'N ARE BASED ON (2)BRACED BAYS) REVISION U ISSUED FOR CONS'hRUCTION BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS CENTRAL FLA REGIONAL AIR PHENIX CITY �" ALABAMA [ X] FOR CONSTRUCTION DRAWN BY: LMN 8�95 r• l,`) [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL i AMERICAN BUILDINGS [ ] FOR PRELIMINARY DESIGN APP'D BY: MARK METAL JTRUCTURES DRAWING _ "1 _ REV.NO. 1 1565C 0 Ala-7 JW MLV I U/3•I /JJ [ Ui /25/95 '15:'14:54 Ver. 6.01 NUMULP 0 __ _ -_ A d L-8V 33 J�� Fl CC 71Cb 566� 7 `17:9 �0 AON DA 12 12 1 1 4 4 45'6 a �-- 45'6 s REVISION BY CK. DATE N0. REVISION 0 ISSUED FOR CONSTRUCTION A PLANS FOR PERMIT SPLICE BOLT ` TABLE SPLICE QTY SIZE DEPTH CLEAR AT SPLICE A 8 3/4 X 2 2 `0 1 0' 1 1 1 /2 B 8 3/4 X 2 2'0 3/8 1 1'8 C 8 3/4 X 2 2'0 3/8 . 1 1 '8 D 8 3/4 X 2 i .. 2'0 10' 1 1 1 /2 E 4 1 /2 X 2 W/WASHER 6 5/8 11 10 5/8 BY CK. DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE CENTRAL FLA REGIONAL AIR SAN FO R D , FL MARK ��FTA_ PMENIX CITY' ALAEAMA �.�► AMERBUILDINGS [X] FOR CONSTRUCTION [ ] FOR APPROVAL [ J FOR PERMIT ONLY [ J FOR PRELIMINARY DRAWN BY: CHECKED BY: DESIGN APP'D B; MLV031/�JW NUMBER 115 65 60 1 E-01 �O.CAWIN v�� MV9/28/95 9 Ver. 8.01JW �d�o-1 \3� A�� N 3,�a3d 9661, 9�:_ �7:9 �0 no[,i [-);DM 00 O r) 5' 0 EFB1 R-4.0 5 1 /2" RC-0801 1 1 1'5 5 .. - BOLT; TABLE SPLICE SPLICE QTY SIZE DEPTH CLEAR AT SPLICE B 1 8 3/4 X 2 3'1 3/16 2'0 1 /8 26'3 3/16 - 34'5 1 /4 C 8 3/4 X 2 20 1 /8 34'5 1 /4 1 3'1 3/16 26'3 3/16 E 8 3/4 X 2 1 ;0 33:2 3/16 F 8 3/4 X 2 110 332 3/16 RI-0801 �- RI-0801 RC-0802 -/ 1 5 5 11 1'7 23,4 7 TO CL OF COL. 25'0 TO CL OF COL. 23'4 7 TO CL OF COL. 1'7 37'6 TO RIDGE 37'6 TO RIDGE 61 15'0 OUT TO OUT OF CONCRETE 6� B ::D 15'0 OUT TO OUT OF GIRT LINE REVISION BY CK. DATE N0. REVISION 0 ISSUED FOR CONSTRUCTION. A PLANS FOR PERMIT 75'0 OUT TO OUT OF CONCRETE 6� CF 76' 1 OUT TO OUT OF GIRT LINE RIGID "FRAME CROSS SECTION LINES 9 & 15 BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE - STATUS CENTRAL F•L.A REGIONAL AIR PHENIX CITY ALAEAMA [X] FOR CONSTRUCTION DRAWN BY: [ [ ] FOR APPROVAL CHF�f<FP PY' ] FOES hk��M11 OIJL� SAN FO R D FL If AMERICAN BUILDINGS JW [ MLV 10 31 95 ] FOR PRELIMINARY DESIGN APP'D BY: 9 MARK METAL STRUCTURES DRAWING - REv.No. [ ] 1 1565E>0'I E-Q3 JW MLV 9/28/95 [ ] 08/25/95 15:16:12 Ver. 8.01 NUMBER • �} i �� -� �� -N ��^aid �� zl,� E>Z 9 L0 AO�,] I»nn REVISION j Y i SPLICE BOLT TABLE SPLICE QTY SIZE DEPTH CLEAR AT SPLICE A' 22 7/B X 2 3/4 3' 1 7/1 6 26'2 13/16 B 12 3/4 X 2 2'0 13/16 36'2 13/16 C 20 7/8 X 2, 3/4 3' 1 7/16 26'2 15/16 EFB4L-4.3 M c0 0 r a� 1 1 �—I,l 6 1 8 23'74" 25'-0„ 23'-4" 118 37'6 TO RIDGE 37'6 TO RIDGE 62 15'0 OUT TO OUT OF CONCRETE 75'0 OUT TO OUT OF CONCRETE 61 6� B C CF 15'0 OUT TO OUT OF GIRT LINE , 76'1 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION LINES 10 &p 14 r BY CK. DATE NO. REVISI ON BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATEvow STATUS CENTRAL F[_A REG,IONAL AIR PHENIx CITY �` ALAE,4MA ::.... .....-. ,.. [Xl F ol� cot` S i kuc*rloN bKAwN BY: L [ ] FOR APPROVAL �, [-. ] FOR ,PERMIT ONLY CHECKED BY: SAN FO R D FL F PRELIMINARY DESI R.EV'.NO. - AMER ICAN BUILDINGS GN APP'D BY; MARK METAL STRUCTURES 0 ISSUED FOR CONSTRUCTION jW MLV 10/31 /95 [ ] FOR PRELIMINARY DRAWING 11565�0�1 E 04 A PLANS FOR PERMIT JW MLV 9/28/9-5 08/25/95 15:16:20 ver. 8.01 NUMBER Al�jd t0=l \33 \��d N 3O aC'd 566 7'.� C>7:9 11,0 AONJ nQo 0 N O r- O SPLICE BOLT TABLE SPLICE QTY SIZE _ DEPTH C[EAR AT SPLICE_ A 24 3/4 X 2 3/4 ;3'1 7/16 26'2 5/16 B 12 3/4 X 2 -2'0 15 16 36'2 15/16 C 24 3/4 X 2 3/4 3'1 7//16 26'2 15/16 _ 12 3�. r 12 59,2 U,g 9 21 16) 3 1/16 CID p j ANTI —ROLL CLIP FPCP-4 EFB1 R-4.0 i S nQo 0 N RC-0701 @) COL. LINE 11 MSC-1X r RC-0703 � COL. LINES 12 & 13 MSC-1X RC-0702 ® COL. LINE 11 1 1,6 5 RC-0704' ® COI_. LINE 12 & 13 1'G 5 11 1'8 23'-3 7/8,: t 25'_0,> 23'-3 7/8., 1 8 37'6 TO RIDGE 37'6 TO RIDGE 61 15'0 OUT TO OUT OF CONCRETE 75'0 OUT TO OUT OF CONCRETE------------- ' 6 6 15'0 OUT TO OUT OF GIRT LINE 76F I '1 OUT TO OUT OF GIRT LINE i RIGID FRAME CROSS SECTION LINES 11 - 13 • Y CK. DATE N0. REVISION �10(J� REVISION B '. �Y Ch. [?ATE hR,�wIN� �IIBMITTA.I. SCAL E: STATUS [X] FOR CONSTRUCTION DRAWN BY: CENTRAL FLA REGIONAL AIR PHENIX CITY ' ALABAMA , �'��""� [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL i 0 ISSUED FOR CONSTRUCTION [ ] FOR PRELIMINARY AMERICAN BUILDINGS JW MLV 10 31 95 DESIGN APP'D BY: / / [ � ,�-�l% / MARK METAL STRUCTURES — A PLANS FOR PERMIT DRAWING REV'.NO. _. JW MLV W .... 9 28 95 _� - --- / / [ ] 08/2 5/y5 15:1 6:27 ver. 8.01 - . 1 15 65 C>0 �I E — 05 NUMBER C) A cl rT '�o-1 \3J_..'C�7'd I. n- oN.l r)inn 12 1 4 50' 666� I Z 9'0 9'0 12 1 4 50'6 R 39'11 SPLICE BOLT TABLE _ SPLICE . QTY I SIZE DEPTH C.1E`:AR AT SPLICE A B 8 8 3/4 X 2 3/4 X 2 1'2 3/4 1'3 12'1 1 1 /4 1 ;3'9 1/4 C p 8 g 3/4 X 2 X� 1'3 �' 1 1 3'9 1/4 1 ;?' 1 1 1 /4 3/4 / ��4 ----------------- 1 4'0 1 /4 d- r0 1 48'11 i5T0 CL OF PIPE 48'11 tJ IU, GL Uh NINE= 1 50'0 TO RIDGE 50'0 TO RIDGE 1 100'0 OUT TO OUT OF :;CONCRETE 61 6 2 A ' REVISION BY CK. DATE NO. REVISION 0 ISSUED FOR CONSTRUCTION A PLANS FOR PERMIT 101 "I OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION LINE 18 BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS CENTRAL FLA REGIONAL AIR PHENIX CITY ^�" ALAPAMA' [X] FOR CONSTRUCTION DRAWN BY: [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL AMERICAN BUILDINGS JW MLV 10 31 95 / / [ J FOR PRELIMINARY DESIGN APP'D BY: � /l � MARK METAL STRUCTURES REV.NO. DRAWLNG "1 [ ] 1 1565e:0 E-06 JW MLV 9/28/95 [ ] 08/25/95 15:17:44 Ver. 5.01 NUMBER • _ 566 2:9 1,L 0 ��oN] I»r� � � I r� n �- �' O EF131 R--3.6 5'0 A I m w d- RC-1301 ® COL. LINE 19 RC--1302 @ COL. LINE 17 1L 10� 1'0 6 f A REVISION I RI-1301 49'0 TO CL OF PIPE 50'0 TO RIDGE 100'0 OUT TO OUT OF CONCRETE 101'1 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION LINES 17 8c 19 BY �CK. DATE NO. REVISION 0 ISSUED FOR CONSTRUCTION YA PLANS FOR PERMIT _ 49'0 TO CL OF PIPE 50'0 TO RIDGE R SPLICE BOLT TABLE _ SPLICE QTY SIZE DEPTH CLEAR AT SPLICE - A 8 3/4 X 2 2'0 12'2 B 8 3/4 X 2 20 1 /2 1 C 8 3/4 X 2 2'0 1 /2 13'0 D 8 3/4 X 2 2'0 1<?'2 E 4 3/4 X 2 6 5/8 13'3 5'0 RC-1301 @ COL. LINE 19 :�' RC-1 302 ® COL. LINE 17 101 11 1 '0 BY CK. DATE DRAWING SUBMITTAL STATUS. SCALE: NONE DATE CENTRAL FLA REGIONAL AIR SANFORD, FL MARK METAL STRUCTURES [X] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY ]] DRAWN BY: CHECKED BY: DESIGN APP'D BY: G,� JW MLV 10/31/95 JW MLV 9/28/95 05/25/95 15:17:52 Ver. 5.01 ��jd*L.O-] \C q l I _I PHENIX CITY ALAEAMA AMERICAN BUILDINGS DRAWING 1 1565601 E-07 REV.NO. NUMBER �� N JC (]3V 566 L r ,:1• 2:9 � � o — AoI'\1 -p@m �' g1 14'2 6� 15'0 OUT TO OUT OF LEAN/TO CONCRETE B 15`0 ''-OUT TO OUT OF LEAN/TO GIRT LINE RIGID FRAME CROSS SECT ON LINES 8 1 REVISION BY CK. DATE N0. REVISION 0 ISSUED FOR CONSTRUCTION A PLANS FOR PERMIT SPLICE BOLT TABLE SPLICE QTY SIZE DEPTH ;,_0-AR AT SPLICE —"�2'1 A 2 3/4 X 2 110 11 16 B 2 3 / 4 X 2 1'0 ` 2'8 3 B ( CK. DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE C E N TRAL FLA REGIONAL AIR PHENIX CITY ALAEAMA SAN FO R D � FL AMERICAN � BUILDINGS MARK METAL STRUCTURES REV.No. DRAWING _ 1 1565��0'I E-08 NUMBER a')d 566 L C�� ,� g �o �O�I I��n [X] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR .PERMIT ONLY FOR PRELIMINARY 1 1 � [ ] DRAWN BY: CHECKED BY: DESIGN APP'D BY; ,�T%% ,�� JW MLV 10 31 95 F08j25/95 15.15.29 Ver. 8.01 W MLV 9 28 95 REVISION 12 4� 2 0 1a 1 6 �5 I Lk SEEWDWG � E-10 � r EFB1 R-2.6 - a BY CK. DATE N0. REVIS,ION. 0 ISSUED FOR CONSTRUCTION A PLANS FOR PERMIT RR�v SPLICE BOLT TABLE SPLICE QTY SIZE DEPTH CLEAR AT SPLICE A B 4 3 3/4 X 2 3/4 x 1 3/4 1'0 13/16 1'0 13/16 28'4 15/16 34'3 5/8 RIGID FRAME CROSS SECTION LINES D E BY CK. DATE DRAWING SUBMITTAL. SCALE: NONE I DATE STATUS CENTRAL FLA REGIONAL AIR PHENIX CITY --�' ALABAMA [X] FOR CONSTRUCTION DRAWN BY: [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SANFORD , FL AMERICAN BUILDINGS [ J FOR PRELIMINARY DESIGN APP'D BY: ,/�� MARK METAL STRUCTURES DRAWING _ REV JW MLV 1O/31�95 [) 1 1565�..01 E---09 7NO. JW MLV 9/28/95 [ ] 08/25/95 15:16:58 Ver. 8.01 NUMBER _ _ N 33 a 3�� 566 tu� ;29 L � o AON F»/,, 1,. 12 22 0 SPLICE BOLT TABLE SPLICE QTY SIZE DEPTH CLEAR AT SPLICE NO. REVISION — BY CK. DATE N0. REVISION BY CK. DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE CENTRAL FLA REGIONAL. AIR SAN EO R D , FL MARK METAL STRUCTURES PHENIX [X] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ J FOR PRELIMINARY [ ] [ ] DRAWN BY: — CHECKED BY: — pESIGN APP'D BY. / �� O ISSUED FOR CONSTRUCTION JW MLV 10 31 95 DRAW NUM - A PLANS .FOR PERMIT JW MLV 9/28/95 05/25/95 15:17:15 Ver. 3.01 TY - ALABAMA AMERICAN BUILDINGS 11505E0'i E-10 REv.No. E� 0 �drj J l—� CC _jJd N CC u 500 � ��:�`;i 9 I, 0 not\! I�aIV\ 9 i REVISION SEE. DWG E--25 FOR PLATFORM D ETAI LS EAVE STRUT LINE (SEE S.W.) f �-- — BC5-30.2 i. EAVE STRUT LINE (SEE S.W.) �,— _✓ BC5-29.0 BC5-29.0 / / w `-- BC4-32.1 —�' I I I--- BC4-32.1 -� I I I I I--- BC4-31.0 =�I \ / I� p l OI \\ // IO �I / I� OI \ // I� � • OI \ O CBC-1 o CBC-1 o CBC-1_ o a 01 B I L� I GU.11ju�J YPIALU..I TYPICAL U.N. TYPICAL U.N.U.NTYPICAL U.N. T- 23'6 3D @ 0 150'0 OUT TO OUT OF PURLIN LINE ROOF FRAMING P LAN PURLIN LAPS = 3'-0" FRAMES 2 - 6 BY CK. DATE NO. REVISION 0 ISSUED FOR CONSTRUCTION A PLANS FOR PERMIT - 1'6 8Z13-26.1 1 1 /2BD TYPIC'M IJ,1\I, 1'6 23'6 8Z 1 3-26.1 1 1 /2BD TYPICAL_ U.N, 1'6 50'0 OUT TO OUT OF PURLIN LINE PURLIN LAP = 3'-1 1" FRAME 18 BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS CENTRAL FLA REGIONAL AIR PHENIx CITYALABAMA [X] FOR CONSTRUCTION DRAWN BY: [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL AMERICAN BUILDINGS [ ] FOR PRELIMINARY DESIGN APP'D BY: MARK METAL '-STRUCTURES. DRAWING 11565�01 E-11 REV'.NO. JW DO 10 31 95 [ ] [ ] 08/26/95 06:10:42 Ver. 8.01 NUMBER 0 JW MLV 9/28/95 _ �Nd V 03d G6 6 1, 9(T TL:91, 1,9 A0NJ I) M 99.5Z12-27.3 3/4DS .5Z12-27.3 3/4DS SAE-4.9 3/8 / Il o �-- BC5-35.9 ---� , (TYP. THIS SPACE) , ~- BC5-35.9 -� �— BC5-35.9 f L Qp co � N � \ \ � / \ p p O O rl I ft� I / \ I I / T _ 4 w SA-4.1 1 --�---- 4 - 28.5 y- BC _ � BC4-28.5 R -0 01 R -p 1 I t= -- BC4 28.5� I (TYP. ® 1 ST 3 I I / I I / w _ / PURLIN SPACES)/ \ / \ / � \ x x x _ FPCP-4 ANTI- / ROLL CLIP (TYP.) o o ¢ a CBC-4� CBC-4� CBC-4 CBC-4 CBC-4- CBC-4 -I o N Lo c_o a / SA--•4.1 1/4 �` // N I ' I ` // I (TYP. ® 1 ST 3 I I I / I ` I N ,n 'n x PURLIN SPACES / x ` /'< Lo \ N rn O R -Q 1�r 4 ? R -0 01 r ' -- BC5-35.9 ---y I I I �- BC5-35.9 BCS-35.9 -� I,_ \. / o SA-5.3 1 1 /1 6 \ / \ �` / (TYP. U.N.) \ / \ N a i i \\ // I Cr N N i I I N N / I SAE-;4.9 3/8 /..,_.,.. \ / `\ rn / \ (TYP. THIS SPACE) EAVL! STRUT LINE (SEE` S.W.) . 9.5Z12-27.3 3 4DS / -27.3 3/4DS 9 SZ1 " • I/ . a I ' d __ .. _ 1 P1 9. 14--28.1 1 P1 9:5Z14--;28.1.1 D :5Z 14-28.1.1 D.; 9.5Z14-28.11 D 9.5Z14''28.1 1 D 9.5Z14=28 5Z TYPICAL .U.N. TYPICAL U.N.. TYPICAL U.I�L.._ .., ,TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 1'4 5/1 24'-0" 25'0 25'0 25'0. 25'0 25'0 25'0 24'-0" 1'4 5/16 I g g 10 11 12 13 14 15 16. 200'8 5/8 OUT TO OUT .OF PURLIN LINE : , PURLIN LAPS - 3'-11" TYPICAL U.N. i i I N Q REVISION -�— 1304-28.9 ED IL0 O Ln x 1-10 8Z13-26.6BF TYPICAL U.N. 1'0 2WO 8Z13-28.OB TYPICAL U.N. 2TO BY _ CK. DATE N0. REVISION- 0 ISSUED FOR CONSTRUCTION A PLANS FOR PERMIT 8Z14-28.OB TYPICAL U.N. 21'0 �-- BC4-28.9 y I I I L0 o O aj 0 / Q 0 /x` EAVE STRUT LINE (SEE S.W.) 8Z14-28.013 8Z14-28.013 8Z14-28.OB 8Z13-28.OB 8Z13-26.613E TYPICAL U.N. TYPICAL U.N.. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 2TO 2TO 20'0 2WO 110 11 12 13 14 15 16 ;. 200'0 `OUT TO OUT OF PURLIN LINE ROOF FRAMING PLAN PURLINLAPS= 3'-0" TYPICAL U.N. BY CK. _ DATE DRAWING SUBMITTAL SCALE: NONE I DATE . � STATUS CENTRAL FLA REGIONAL AIR PHENIX CITY . - ALAEAMA [X] FOR CONSTRUCTION DRAWN BY: [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL AMERICAN BUILDINGS JW MLV 10/31/95 [ ]FOR PRELIMINARY DESIGN APP'D BY; /�G� MARK METAL STRUCTURES __ DRAWING REV.N0. ] 1 1565 '01 E-12 �IW MLV 9/? /�� ] 0 /; 6/ 5 00:11:53 V�r. �.01 WJMBER :. �� . - —. _ - _ _ .. _...__ _..W.__ __.. _.__.. _ ��d N : Cry C13b -1661, L(� 'i 91, L 0 AON PWA M LI r p N 00 N N �I REVISION A — T nTT C6 T N 0. N N CL 777 co 00 � T M ct� � I N I N J _ N cn 1 MI N co N N L0 Lin rnrn-. V' O E RFE-1 E F- (3)RFE-1 RFE-1 E ::� m T T I � CL �I N U) -t N (n co M 00 M \ M � I `t � N � N I �f- V) J N V) ROOF SHEETING PLAN BY CK. DATE N0. REVISION BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE _ STATUS CENTRAL FLA REGIONAL AIR PHENIX CITY ALABAMA [X] FOR CONSTRUCTION DRAWN BY: y� [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL AMERICAN BUILDINGS ISSUED FOR CONSTRUCTION JW MLV 10�31�95 [ ] FOR PRELIMINARY [ DESIGN APP'D BY: ,�/� /�G� MARK METAL STRUCTURES — 71':NO.0 DRAWING ` 565EO) E— 3 A PLP15 FOR PERMIT IIW MI V q/?� /15 ___ _��. _. T n i�/?�,�q5 06-1 � ,55 VPr fq n1 - .._. _-�_.------ . _...----- �I IJ`M B ER — _ -- --- C C d � d � N n C C � C b' � 6 6 l � -' � � �.. L : 9 � � 0 0 f \l � D @ PEA NO. REVISION LC624-4.1 LC624-7.10 1 /2 LC624-1 1 .8 L0624-15.5 1 /2 LC624-19.3 1 /4 LC624-23.0 3/4 LC624-26.10 1 /4 LC624-27.4 LC624-26.10 1 /4 LC624-23.0 3/4 LC624-19.3 1 /4 LC624-15.5 1 /2 LC624-1 1.8 LC624-7.10 1 /2 LC624-4.1 d t N 171 N CO O O Gn LQ r'7 N .--- to N N N N N (fl QQ Co Qo co Qo Co u J J J J J J J LC624-4.1 LC624-7.10 1 /2 LC624-1 1.6 LC624-15.5 1/2 LC624-19.3 1/4 LC624-23.0 3/4 (8) LSRF-3 LSRFH-3X v LC624-26.10 1 /4 f- LSRFH-3X '� - - --- ^_ LC624-27.4 i LC624-26.10 1 /4 4 LC624-23.0 3/4 r LC624-19. L_.. LC624-15.5 1 /2 _. _ _ I LC624-1 1.8 LC624-7.10 1 /2 � L LC62 4- 4 1 .. L I I co � � `- cD � I I I I I • I I I I I� � of (ol c c1l0. ... _J. cNo J J (D J V V J J R (14) FRW-1 0 BY CK. DATE N0. REVISION BY CK. DATE BY CK. DATE N0. REVISION BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS CENTRAL. FLA REGIONAL AIR PHENIX CITY. �" ALAEAMA [X] FOR CONSTRUCTION DRAWN BY: [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: SAN F-O R D , , FL AMERICAN BUILDINGS .FOR PRELIMINARY [ ] DESIGN APP'D BY; , MARK METAL STRUCTURES DRAWING 1 1565E>0 "I E-14 REV.N0. 0 ISUED FOR CONSTRUCTION JW MLV 10/31/95 A PLANS FOR PERMIT jW M[.V 9/28/95 [ ] o�J�6/o5 0611:5� v�r, .01 NUMDEf; Q -- - �.� -- -- ��cJ N 33_a3'd 966 6i) c ' L':9 � � 0 AO iP N r RC-01.01 -�- RC-0101 RI-0101 SECONDARY FRAMING COMPONENTS FURNISHED ' BY THE METAL BUILDING MANUFACTURER ARE NOT A STRUCTURAL PART OF THE WALL SYSTEM FURNISHED D OTI IEf �. TI IL COLUMN FUf�f,IISI IEpT D I METAL pTfIG 15 Q 2010 R DISTRIBUTED BY AND ARE DESIGNED TO RESIST THE HORIZON WIND CESNUDI - C B ACTING NORMAL TO THE WALL SYSTEM. F E1 D1 C2 90'0 OUT TO OUT OF CONCRETE 91'1 OUT TO OUT OF GIRT LINE -- GABLE ANGLE GA-1 TYPICAL ENDWALL FRAMING AT FRAME LINE 1 ... BLD'G. # 2 1 RR-1304 RR-1303 RR-1301 RR-1302 RR-1301 RR--1303 i EI-0101A EI-0102A E1-0103A EI- ,4 4 i w i BLD'G. # RI-1301 RC-1 301 RC- 1.301 - �� RC- _ RC 13C 2 RI-1 20,p 20'0 20'0 20'0 20'0 A C C2 D1 E1 G 5'-0" 5 -p 6� 61 100'0 OUT TO OUT OF CONCRETE `. 6 100'0 OUT TO OUT OF CONCRETE 6) 101'1 OUT TO OUT OF GIRT LINE 101'-1 OUT TO OUT OF GIRT LINE GABLE ANGLE GA-.1 TYPICAL GABLE ANGLE GA-1 TYPICAL EN DWALL FRAMING. AT FRAME LINE 19 ENDWALL FRAMING .AT FRAME LINE 17 BY CK. DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE CENTRAL FLA REGIONAL AIR PHENIX CITY ALABAMA REVISION CK. DATE N0. V REVISION BY [X] FOR CONSTRUCTION DRAWN BY: - [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY:BUILDINGS, SAN FO R D , FL AMERICAN BUILDINGS I , [ ] FOR PRELIMINARY DESIGN APP'D BY; %%7 / MARK METAL STRUCTURES DRAWING - 1 � �6��.�Q � �- � � REV.NO. MLV jO/31/g� p ISSUED FOR CONSTRUCTION �W [ NUMBED � _ O _ A -- PLANS FOR PERMIT � W tu1LV 9 2� 9� % [ � O�/1��9� ►�: I ��:�� v�r. �.0 t ��Jd c L—J �� Id 7N GC—a3b' _ - S66 � Lll':C_ 2:9 �- �O A,ON PWA E1 E8OS2-25.0 F 11 E80S2-25.0 F 11 E8052-25.0 11 E8OS2-25.0 11 E8OS2-25.0 F E1 E8OS2-25.0 I I I I I RR-0301 RR--0301 O O N N I rI O p '-- O I I p O (D OI 1 fY r, RC--0301 RC-0301 RC-0301 RC-0301 1'6 23'6 25'0 .......... 25'0 25'0 25'0 23'6 1'6 150'0 OUT TO OUT OF GIRT L TIE S I D EWALL FRAMING PLAN LINE B SECONDARY FRAMING COMPONENTS FURNISHED BY THE METAL BUILDING i MANUFACTURER ARE NOT A STRUCTURAL PART OF THE WALL SYSTEM FURNISHED BY OTHERS. THE COLUMNS FURNISHED BY THE METAL BUILDING MANUFACTURER ARE DESIGNED TO RESIST THE HORIZONTAL WIND FORCES DISTRIBUTED BY AND ACTING NORMAL TO THE WALL SYSTEM. , M. i O NO O REVISION 1'6 E1 E80S2-25.0 11 E80S2-25.0 11 E8OS2-25.0 11 E8OS2-25.0 11 E8OS2-25.0 E1 E8052-25.0 RR-0301 RR-0301 N , N C1 rr 1 RC-0301 RC-0301 _ RC-0301 RC-0301 23'6 25'0 25'0 2510 25'0 23'6 116 6 5 4 3 2 1 150'0 OUT .TO OUT OF GIRT LINE II: SIDEWALL FRAMING PLAN Ll NE F DATE NO. REVISION BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS CENTRAL FLA REGIONAL AIR PHENIX CITY ALAEAMA [X] FOR CONSTRUCTION DRAWN BY: [ ] FOR [ ] FOR APPROVAL PERMIT ONLY CHECKED BY: SANFORD, FL AMERICAN BUILDINGS 0 Ir UED I�OR CONSTRUCTION JW MLV 10j31 j�J� [ ] FOR J PRELIMINARY DESIGN APP'D BY. MARh fv1FTAl TRH I�TI-.IRF I Df QWINC 1 1565E-r0'I E-17 (�[U.fJO. . A PLANS FOR PERMIT JW MLV 9/28/95' [ ] 08/25/95 15:14:38 Ver. 8.01 . NUMBER OO-C]CV 966 ! 60:c::)2:9 1, L O AON -I.)aM SECONDARY FRAMING COMPONENTS FURNISHED BY THE METAL BUILDING MANUFACTURER ARE NOT A STRUCTURAL PART OF THE WALL SYSTEM FURNISHED BY OTHERS. THE COLUMNS FURNISHED BY THE METAL BUILDING MANUFACTURER ARE DESIGNED TO RESIST THE HORIZONTAL WIND FORCES DISTRIBUTED BY AND ACTING NORMAL TO THE WALL SYSTEM. E1 EBOS4-25.0 I 1 EBOS4-25.0 I �I I 1,0 24'0 25'0 25'0 25'0 25'0 25'0 25'0 24'0 1,0 8 9 10 11 12 13 14 15 16 200'0 OUT TO OUT OF GIRT LINE -SIDEWALL FRAMING PLAN LINE B I. NO. REVISION BY CK. DATE N0. REVISION BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE sTATus CENTRAL FLA REGIONAL AIR PHENIX CITY ALABAMA - [X] FOR CONSTRUCTION DRAWN BY: f [ FOR [ ] FOR APPROVAL PERMIT ONLY CHECKED BY: SAN FO R D , FL AMERICAN BUILDINGS 0 ISSUED FOR CONSTRUCTION A MLV 10 :�1 9� FOR PRELIMINARY _ _ [?F5IGN APP�D I-Y, ,. �� MARK METAL 5TRUCTURE5 bf�AWIN — REV.NO. 1 15 5 �01 1 6 �' E— 9 _ A PLANS FOR PERMIT JW MLV 9/28/95 08/25/95 15:15:33 Ver. 8.01 NUMBER - 33 Jed •N OD (13V S66 � L ON . M 0 o ' r� Ni { 3B80S2-25.0P1 3138OS2--25.OP2 I � 1 I I I I 24'0 3B80S2-25.OP2 3B8OS2-25.OP2 3B8OS2-25.OP2 F 3B80S2-25.OP2 F 3B8OS2-25.OP2 3138OS2-25.0P1 . I 25'0 MB-4X MB-3X M13-3X MB-1X p q O p '. (• � I ID CDI CQD I 00 q I Q Q a U Q I I I I I I I I I I I 25'0 25'0 25'0. 25'0 24'0 110 11 12 13 14 15 16 , 200'0 OUT TO OUT OF GIRT LINE (D MB-1 X MB-3X MB-3X MB-4X MB-.3X MB-3X MB-3X MB-1 X r7 N ... `t O O I O O I I O I O I O I O O C7 I O O O q O O O I O V I � •- . ry I I , RC-1101 RC-1101 110 24'0 25'0 25'0 25'0 25'0 25'0 25'0 24'0 1 '0 16 15 14 13 12 11 10 9 8 200'0 OUT TO OUT OF GIRT LINE l SIDEWAL_L FRAMING PLAN LINE F { - t DRAWING SUBMITTAL NONE REVISION BY CK. DATE NO. REVISION BY CK. DATE SCALE: DATE STATUS CENTRAL F�L.A REGIONAL AIR PHENIX CITY: �` ALAEAMA [X] FOR CONSTRUCTION DRAWN BY: [ ] Fors APF'P.OVAL _ [ ] FOR PERMIT ONLY CHECKED BY: SAN FO R D , FL AMERICAN BUILDINGS _ [ ] FOR PRELIMINARY DESIGN APP'D BY: MARK METAL STRUCTURES O ISSUED FOR CONSTRUCTION JW MLV 1 O 31 95 [ � DRAWING 1 1565��01 E-2Q REV:NO] A PLANS FOR PERMIT JW MLV 9/28/95 [ ] 08/25/95 15:16:34 ver. 8.01 NUMBER C r' No, R�;VIS19N DATE I N0. C SECONDARY, FRAMING COMPONENTS FURNISHED BY THE METAL BUILDING MANUFACTURER ARE NOT A STRUCTURAL PART OF THE WALL SYSTEM FURNISHED BY OTHERS. THE COLUMNS FURNISHED BY THE METAL BUILDING MANUFACTURER ARE DESIGNED TO RESIST THE HORIZONTAL WIND FORCES .DISTRIBUTED BY AND ACTING NORMAL TO THE WALL SYSTEM. DRAWING SUBMITTAL NONE REVISION BY CK. DATE SCAI_F�: DATE [X] FOR CONSTRUCTION DRAWN BY: [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: 0 ISSUED FOR CONSTRUCTION JW MLV 10/31 /95 [ j FOR PRELIMINARY DESIGN APP'D BY:/ A PLANS FOR PERMIT JW MLV 9/28/95 [ ] 08/25/95 15:18:06 Ver. 8.01 CLN"I FAL FLA RLGIONAL AIR SANFORD , FL MARK METAL STRUCTURES f , I� PHENIX CITY -�—�" ALABAMA 'i i AMERICAN' BUILDINGS DRAWING 11565601 E-22 REv.No. NUMBER O 3 aCd 966 L fit, [' 2:9 G o Aol� [D@M EXE8OS4-25.0 25'-0" REVISION �- IXE80S4-25.0 25'0 O 75'0 OUT TO OUT OF GIRT LINE HIP ENDWALL FRAMING PLAN LINE 8 STArUS l.,t l� I KHL r Lf� K th I V NHS fAl t� PHENIX CITY - - ��-"�`��"""7/ ALAEAMA [X] FOR CONSTRUCTION DRAWN BY: " [ ] FOR APPROVAL CHECKED BY: [ ] FOR PERMIT ONLY SAN FO R D FL AMERICAN BUILDINGS [ ] FOR PRELIMINARY DESIGN APP'D BY: / MARK METAL STRUCTURES Ev NO 0 ISSUED FOR CONSTRUCTION .. JW MLV 10 31 95 DRAWING R [ J 1 1565601 E-23 U A PLANS FOR PERMIT JW MLV 9/28/95 [ ] 08/25/95 15:17:02 Ver. 8.01 NUMBER � J�"��,�Q �o� �a� z-� CC Aid N CC (13h 966 � L. O c L 200'-0 N0, I REVISION 110 _7-- 7- 1'0 24'0 B 25'0 25'0 200'0 OUT TO OUT OF CONCRETE MEZZANINE PLAN BY CK. DATE N0. REVISION 0 ISSUED FOR CONSTRUCTION A PLANS FOR PERMIT �- MCI -31 /R CI IP 13 14 15 16 BY . CK. DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE CENTRAL FLA REGIONAL AIR SAN FO R D , FL MARK METAL STRUCTURES PHENIX CITY ALAEAMA AMERICAN BUILDINGS [X] FOR CONSTRUCTION [ FOR APPROVAL [ ] FOR PERMIT ONLY FOR PRELIMINARY [ ] DRAWN BY: LMN' 8/95 CHECKED BY:I DESIGN APP'D BY: lc� Jw MLV 10/4/95 DRAWING NUMBER _ E 24 REV'.NO. Jw MLv 9/28/95E08/26/9511565COI 06:12:18 Ver. 8.01 ' 33\Ad N 30 CJ3d c�66L-,' 90 noN M 17 18 .N pos Cal BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS CENTRAL FLA REGIONAL 'AIR PHENIX CITY ALABAMA [X] FOR 'CONSTRUCTION DRAWN BY: L ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED BY: • SAN FO R D FL . [ ] FOR PRELIMINARY DESIGN APP'D BY; , . MARK METAL STRUCTURES AMERIGAN _ BUILDINGS REv.No• DRAWING. 11565�:�0:� E_25 JW MLV 10/30/95 08/25/95 15:18:06 Ver. 8.01 NUMBER \ r ;dd•SG-] 3J Auld :N. C c '�� 'C A0I\ �Q 33Taod �66 G' t(3 cl)Z:9 �� I! I -M r` f 1p" Safety Commitment i Antetkan Busfi&S s Cunpany sbonUly reconmends that site working cundlikns and sccldent peventbn pracllcas be the lop prkxay an any job site. Local, stale old federal safety and health standards should always be followed to help [name worker safety Make certain at einpivyeas know Ina salad and roost PladuCgva way of orsding a building Emergency blephar numbers, locotibn d Ihst ad stations and en»rgancy procedures should be krrAvn to as arlpbyese. � Dalyy maalsiga hphagnikg safely pacadweo, the use dbard hall, rubber sob slroes kx dud work, proper aqulpmenl for handling material and wtely mat where posstble are "'commanded eredbn Pradkes. Arrwkan BuIlIsi Company Intends that these pecaulbns be In ifileated and adminlslorod with sound ji Iniml consistent with good ea(ely paGkes. I i AMERICAN BUILDINGS COMPANY .i, may. .. ........_ ... ... .._. _. .... ....... . __ Your Safety At,o �. Employee $$(sty The safety of eachslach iP es should be Ilia 'Number 1'requvemanl at ch )Uii ,ps American lid r Vji`�y ego raccmmrnds Uwl each a oyamope�fy hd -wand 1Nsad Mshe. el that yqu have not bean pmpatly trn s�(ely proeduree, a era end being party eupely, i 1 your supervisor.✓ "�' w 1: While A wo k lnmlulmbnr: 'k-; , . Work areas should be kept tilt and is an tknos. ?, . hnploper tool usage may result I Inju . Mahe err lain Iha! iha caned hod la Issuedfa each phase of bufldbrg eiacllun. Retain o04 when nd In use to Iha? s. A lam exxtartita nit to employee safely In the foil step In each succe of building a dlon } Y DAILY MEETINGS HIGHLIGHTING EMPLOYEE,,. S6F '?s THINK SAFETY 1 is 1 Refnemberl Daily meetings highlighting employee safely procedures will reduce the ..p+ number of employed accidents. Your Safety At Work Your safety at work depends on four things I, Knowing what the hAi era 2. Knowing how to pmocl yourself d. Thinking and acting safety s. and... Your co-worker Safety Is Your Job This pubikalbn will help to Identify some of the hazards and will suggest sane d the ways in which emclas can pried themselves. Those guidelines, however, are not cornpble and should not to called upon as onWusheacunptotionaivesafolyproadules Ultknalety, only you can protect yourself by making auto you recognize all d the hazards and by Ihinldng and acting safely. , ...And Your Cwwakeri Job Since your co,workeri unsafe bohavkx can endanger you, help Thum act saltily too. READ AND UNDERSTAND ALL SAFETY PRECAUTIONS IV If You Don't Understand - ASK Important: It there is something you don't understand, gel help from your supervisor. Your Safety At Work Carat Tod Usego Make certain the cared tool is avelbble and used or coin phase d building aaclbn. Worker should maintain a noon, silo position when using any lied and a constant awaronoss of lhok locabem la the turf Wge. Use approved Ile or(s, noltbg a rose when waking ar rod surfaces. Check who lops kx btukon strands, broken who eel kbkirg tiuplaA dwtwged, unsafe rope hmwdtaluty. Personal polaclbn equlprnanl should! .?ways reel OSHA standards. Always wear approved eye Protection. Elecbkal tools must be properly grounded. Do not was electrical lags or equipment while standing on wet surfaces. Return tools to has proper platy when not In use. Con I allow tools, blocking or fribmals to is"na a falling hazard. USE DIE CORRECT TOOL FOR r11E ,ORRECT JOB RemomlTorl Daily meetings highlighting employee safely procodures will reduce the number of employed accidents. Your Safety At Work Your Safety At Work Moving or Lifting bads Stay all In Ina clear of any moving suad. Keep hands and h .:I clew al all lbws. Waken should be trained to Monty bcalu Ilia pninls tit cable ellachmenl and In the correct and safe operallon of filling equipment. OSHA approved said hall, slcul luo shoes with metatarsal guard and eye prolalblr should be worn at all llmus. Slay In the clear of any Idled bad. Make certain all flaining 1, leopedy braced us guyed borne lilting lines are removed. STAY WELL IN THE CLEAR[ Remembert Daily rpeolings highlighting employee safely procedures will reduce are number of employee accidents. PANELS MAY NE SLICK Panels may be oiled and slick. Oil pmlacls It. panel Coll clock and Illdshed panels Iran rust during shipplog an4 storayn. Oew, trod or any other nwlsiwe nay Ausn pastels to ha allppnry. Ua oaf Minim wipe panels Clean before InstailAkin begins. Wuar rubber sub work hauls. Wlwn on Ilia soul, use OSIIA upplu'.ud Plolucibn devkes such as safely lbws, safely oats u a catch pUilanr. UNSECURED PANELS MAY SLIP IF 5rSPPEO ON E r�pkryuos should to condnuously woo nod to never stop on a single un*... I ad I ool panel a a stack of ruin panels raying anallaChad 0. pis purans. Su—r each and with clamps at aPpIsdaLits 1.clenma and place walkW01dS In Ilia flat of any pillars nd fuity sucufad to utu puf IlrV and suppalud by Panels on each skin. WalkWaldo should sun to lho lull length of Iho Panel and be lasleund lagulhw by drllnng a hub war Ilia and of each board and tying n wllh lope 1. she next build. (Cut a gioovo In Iha budurn of calls boafd so that the board win Ile Ilut and root Up back and lox lh bOW.3Q of Ina 10Ve). SAFETY PRECAUTIONS All safely piocautb u; stirred to lNvugnod INS pubrkatkm, ua OSHA satoly requhamonts ur other custarwry or statutory inqukorrenit oust be adhered to In odor its manbezo omploye r satiety. Dilly imalinys desulaing sale vials porodores, use of hard halt, rubber win shoes for rod work, psupor equipment for han0nng material sled edge Of serif prulcctkn devkos we rrxxrmeridod orodbn. pacUcas. Your Safety At Work SAFETY PRECAUTIONS FOR ROOFINO WORK American Buildings Companyshongly iownwonds that, erodlom "Ivyoes be cantlnuously trained and totrubed In salt and pfudoct" work practices. Walk j on the rod area in the bttasaWn of root sbuduals, Insulatkxr or rod panels rtqulge proper training, wsact aqulpewnl and constant akalness to mbhsace the danger of falls. Raid hats should be worn m Job eaeo to prevent Injury hum falling object. Waken should always be away of has location to The turf edge. S.fe work prcUceo on the lulkrwhg eralbn dulles should be carefully leviewod ways arsclbn caws Iasi to beginning each job. PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Roof panels moat be catpblory attached 10 Ute puHlna and to parrots on crew as" bolus they can be a aab walking surface. Partially attached or unatlacbad panels animist never be walked onl Do Not: 1. Situp on ItD ul edge d panel ' T. SIuP roar uaaao b sW al edge d Venal - d. Slop within 6 foul of odge at unsecured panel Rod panels naval never W used as work ptatimms. An 0511A appldved runway as spec" In 'OSHA Sate fy and llaaah Regulations for the Carsff wtiun Inctusby'should be used six platform work. Interpretation Anfivican Buildings Company disclaims any responelbiuly (or Injutses a dansages which may result Harr IM Interpretation and snplementadan of these safety and reaction practices Shea she actual atsdlon oparlione and conditions are beyond Ametkan Buildings Cornpanyvs contrd. a It stsixred that a* asperknced. snowledgeable oreckxs ways trained clews and limper oquipmard w11 be engaged to do the orecbon. a Is emphasized that Anwrkmi Buildsrgs Canpsny Is s nanufaclaor of metal building components and Is nut engaged In the eredlon of Its products. Opinions expressed by Atretkan BuOdtngs Company about dmcllun piadlcus are Intended to present only a guide as to how the carnpoi should be assertWbd to Cleats a building. Ilia experience, expertise and Stubs of me ereclkn caws as wall as Islas squipimml avaaatile for handling the rrrolal dotcmdnes the quality of olacllXn sod she ultanab cusicalw sansfacUon of the oarpliled building. �r AMERICAN BUILDINGS COMPANY _GENERAL FOUNDATION NOTES AND CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS 1. AMERICAN UUILOINGS COMPANY-A55UMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. THIS IS 10 CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM - - 2. THE FOUNUATION DESIGN SHOULD BE DONE WITH DUE. REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOSSITE. - FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA: - 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO - DESIGN LOAUS ARE: .DESICN LOAD COMBINATIONS ARE: .. SFIEET NUMBER ! DATE, Rev NO, - 'RESIST ALL OF THE CRITICAL COM8INATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS.' THESEREACTIONSREPRESENT THE MINIMUM DESIGN -LOADS TO BE RESISTED BY THE FOUNDATIONS. �- - - - . - � 4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS ANO / OR HAIRPINS (HOOK. BARS) SHOULD BE INCORPORATED AS - --REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST A7 THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST. BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. - .. - 1: �--'M1.0 PSF METAL BUILDING DEAD !DAD, UL - 1. UL + LL ,F ML - .. 2• 1U.0 PSF COLLATERAL DEAD LOAD, ML `. _ 2. DL +.WL -' 3. 20.0 PSF ROOF LIVE LOAD, LL - -. _ - - 4. 20.0 PSF. FPA.ME LIVE LOAD, LL '- - - -• `I ABC-1 - .FOR .,CONSTRUCTION ABC 2 FORCONSTRUCTION =' - ' •' � 1.-9 _ 96 0 :AB-1 FOR CONSIRUCTION 1--9-90 :- 0- 5.. COLUMN FOOTING SHOULD EXTEND MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED5. 0.0 PSF GROUND SNOW !DAD, Pg ':'. ,. ' '-OR THE FOOTING SHALL EXTEND TO THE NATURAL GRACE. IN ALL .CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE.. 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS Al1D SLAB. - � :6. .. 0.0 PSF ROOF SNOW LOAD (EXPOSURE FACTOR - 030). SL 7. 1oo.D MPH wlr:D SPEED, vil B. 0 SESMIC ZONE A -( R T B l :FOR. CONSTRUCTION. : 1 9 96 0 ' E-01 FOR PERMIT, ONLY :- 1-10-96 w 0 .I 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE;: LE`JEL AND SMOOTH, ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE 3.1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMEN5IONS SHALL HAVE A i1/8 INCH TOLERANCE. 9• - -. - - - E-02 FOR :PERMIT. ONLY. '. 1-10-96 - O _ E-03 ,'- ,FOR - PERMIT ONLY, ,. -1 - 10-96 O 8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING. STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE -- - _11 -.. - STRENGTH OF 2500 P,S.I. AT 28 DAYS. - - - :: - 9. UNLESS. EXPLICITLY NOTED OTHERWISE. ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS, AND LABOR -, - - 12 - - - 4y C-04• FOR PERMIT ONLY 1 - 1 0-96. - - O - - SHALL BE SUPPLED BY THE FOUNDATION CONTRACTOR. - - - - -' - .-, NOTE : ROOF DESIGN IS BASED ON THE LARGER ROOF LOVE LOAD - OCCUPANCY IMPQRTANCF FACT R5- .... 10. ANCHOR.. BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLuOING .PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. .,_ - ... :. .. .. .. - ' OR ROOF SNOW LOAD. - WIND: 1.15 _ .. - SNOW: 1.00 - _ - - - e :- .. 11.-THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE,RESPONSIBILITY OF THE FOUNDATION DESIGNER.THE FRAME REACTIONS - - SEISMIC: 1.G0 f ARE,CONSICERED.THE MINIMUM LOADS TO BE DEVELOPED. - 12. ALL ANCHORBOLTS SHALL. BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C.'DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES , --GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS'BUILDING f,OCATEO. AL DOORS WHICH SHALL HAVE A PROJECTION OF 9 INCH. ALL BOLTS SHALL HAVE AMINIMUM THREAD LENGTH1/4 INCH LESS THAN THE THESE DESIGN LOADS AND OMBINLTONS ARE APPLIED IN ACCORDANCE WITH; THE FOLLOWING y CODE. PROJECTION„: PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. - .:- - ... - .. _ - -'. ` - ''• .. -STANDARD BUILDING CODE, 1991 EDITION .., 14, ANCHOR DOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER :UNLESS OTHERWISE. NOTED.' ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND END. WALL FRAMING ARE DENOTED AT RESPECTIVE EASE PLATE DETAILS OR ON THE .BOLT PLACEMENT. PLAN. I: .. FLOOR _ ... ... - : ., I/Z" 0 ANCHOR BOLTS X G BASE ANGLE FASTL'NER (SEE NOTES J13 �c #14) _ � -, :- -_ :... .. .. NOT BY ag-C-) - - . "- MINIMUM .I/4" p CONCRETE '- - - - II .I.I_ .. - .BASE ANGLE ANCHOR BOLT 5'-0' O.C. - -.-I I i - MAXIMUM PACING OR THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS � .MANUFAOiURED �BYAh1ERICAN BU,Lrvr:CS COMPADIY. ACCESSORY ItEtLS SUCH AS DOORS WtN00'MS LOUVERS .. .. S TRANSLUCENT PANELS AND VENTRATCFLS ARE NOT INCLUDED, ALSO EXCLUUEU ,ARE OTHER PARES OF. iHF_ PROJECT NOT PROVIDED BY AM"E P,ICAtr BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS MECHANICAL L, •- .. .. - EQUAL BY OTHERS) Na EQUIPMENT p THE ERECTION AND INSPECTION OF THEBWLDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNOATION IN ACCORDANCE WITH THE AMER.CAN BUILDINGS COMPANY ERECTION MANUAL f, -� ' ' � - ¢L - THE MBMA MANUAL, LATEST - EST EDITION, AND : THE ATTACHED DRAWINGS, THE DRAWINGS LISTED ON THIS 2"I NOMINAL COED R WIDTH 2" - SHEET SHALL REMAIN B'ITH ,WD BECC!AE PART OF THIS .CERTIFICATION. -,. COOR WIDTH + 4" 1/2" 0 ANCHOR BOLTS - (SEE NOTES. #13 & J14) - .,, - - �_.- - .:. '., -. ; . .. .. .., „ " - E.SE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTIONN B - B PRODUCT APPROVA15 AND CFRTIFICAFONS• .. (it .. -.-(OF TYPICAL OVERHEAD ODOR LAYOUT). .. _ - ..:.' 1. STANDARD BUILDING CODE - ScCCI 1941G0, 12 BASIC STYLES. '.'.'..... C� - 2. UNIFORM BUILDING CODE (IC80) ; FA-285-CARSON CITY, NEVADA PLANT. _ - - 3. INDIANA - 12 BASIC STYLES AS 9S! OW. I '� BASIC MATERIAL SPECIFICATIONS ° M-t9066o - SSF - - b. M-190U57 - LRF, RF. LRF-M c. M-190858 - L55. LSS-M - . PRIMARY FRAMING STFL - - 5TEEL FOR HOT-ROLLEU STRUCTURAL SECTIONS SHAL! CONFORM TO THE REQUIREMENTS OF .ASTM SPECIFICATION A 36. - e. M-190662 CC, LP2, LPt, LP2-M, LP4-M - •'. !; - STEEL FOR BUILT-UP SECTIONS SHALL CONFORM TO ONE OF THE FOLLOWING: - T FLANCE AND WEB MATERIAL SHA!! MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 GRADE 50, ASTM A607 GRADE 50, 4. W15CONSIN-900007-M: 13 FA- STYLES. _ OR ASTM A570 GRADE 50. - - FLANGE AND WEB MATERIAL SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 MODIFIED TO 55.000 PSI 5. CITY OF CLE'JEINID, OHiO DOC'r<cIS 5-52-82. .. - MINIMUM YIELD AND 70,000 PSI MINIMUM TENSILE STRENGTH, ASTM A607 GRACE 55, OR ASTM A570 GRADE 55. - - 6. CANADAN 'WELDING BUREAU VNIS:CH I CERTIFICATION AT EL PA50 do CARSON CITY. - - STEEL FOR ALL END'WALL ^C' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55. 7, AISC QUALITY CERTIFICATION. CATEGORY A18. - Oh.. 5'cCONDPF.'f FRAMING STEEL - IT. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE. - STEEL USED TO FORM PURLINS, GIRTS, FAVE STRUTS. AND "C" SEECTIONS.SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55. " STEEL USED TO FORM ZINC -COATED (GALVANIZED) PURLINS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A446, PLANT CERTIFICATION AT CARSON CITY FOR CGOEN, UTA1. 9. - - �Up :GRADE 0 AND G 90 COATING DESIGNATION AS DESCRIBED IN ASTM A525. - - 10. LONGSPvi PANEL WLND UPLIFT r �5.90 (UL 90) CONSTRUCTION NO. 71 AS LISTED IN UNDERWRITERS ROOF AND 'NAM_ PANEL MATFR!AI LABORATCES ROOFING MATERALS .',0 TfSTEMS DIRECTORY. - EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: _ 11. STANDING SEAM II PANEL WIND L'PLFT-CLASS 9U (UL 30) CONSTRUCTION N0, 93 AS LISTED IN UNDERWRITERS - PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90. CONFORMING TO THE REQUIREMENTS - LABORATORIES ROOFING MATERALS AN0 SYSTEMS DIRECTOR!(. OF ASTM A446 GRADE E. .MINIMUM YIELD 5TRES .SHALL BE 80,000 PSI. _ PANEL MATERIAL AS SPECIFIED SHALL BE 24 CAUSE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION C 90,. CONFORMING TO THE REQUIREMENTS OF ASTM A446 GRADE D.. MINIMUM YIELD SiftuS SHALL BE SO,000 PST. PANEL MATERIAL AS SPECIFIED SHALL BF 26 GAUGE ALUMINUM ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 55, .CONFORMING TO THE - REQUIREMENTS OF ASTM. A792. MINIMUM YIELD. STRESS SHALL BE 80,000 PST. PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 55. CONFORMING TO THE REQUIREMENTS OF ASTM A792, MINIMUM YIELD STRESS SHAL! BE 50,000 PST. 1�kM PAGWCL( ) T- 2. L00-5=N_ WU UPLIFT -ASS 90 L U90 CONSTRUCTION NOS, 331, 332, A.NO 335 AS LISTED IN UNDERWRITERS LABORATORIES RGCF;NG MATERIALS ANJD TYSTEIAS DIRECTORY. 13. CITE OF LOS ANG"cLES FAB9IG;TCR3 LICENSE ,{1390 AT CARSON CITY PLANT. - THE CERTIF(INQ ENGINEER HEREWITH IS NOT FE ENGINEER OF RECORD FOR THE OVERALL PROJECT A:.7 6 ONLY CERTIFYING THAT THE DESIGN OF THEM .L BIJILMN.G COMPONENTS FURNISHED BY AMERIC N 31r�IN,S COMPANY SATISF'( ME r�ES,GN REQUIREMENTS SP .:F.� ABOVE AND ON TH A.D.C. CONTRACT, THIS CERT-f_ATION _ r I { I I 't EXCLUDES THE ERECTION OF THE TRULTI =: ' REVISIONS MADE CK'D DATE N0. REVISIONS MADE CK'D DATE NO. REVISIONS MADEI C:K-D DAT_ DRAWING SUBMITTAL STATUS SCALE: NONE DATE CENTRAL FLORIDA -� REGIONAL AIRPORT � SAN FORD; FL � MARK METAL STRUCTURES ��_�$_�i EUFAUTA Y�l '�'.� AlABAMA yi� - A.ME2ICAN Fib -BUILDINGS i _ (Xj FOR CONSTRUCt10N [ j FOR APPROVAL [ FOR PERMIT ONLY [ I FOR PRELIMINARY l DRAWN BY: J. GASTON 1-9-96 - ' CHECKED BY: J.S. .I-9-96 _ - I DESIGN APPD BY. 58K `' 1/9/9"o DRAWING NUM©ER .111718902 ABC-1 RE`J.NO. 1 - I REVISED FCR CONSTRUCTION J.C. I 1-10 ot/03/96 17:13:32 Vnr. 3.02 7 ROOF PANS WALK DOORS NONE ROOF CURB FRAMING NONE R7CENT PRODUCT RFVISIDNS TYPE:_SZ_ GAGIE:24_ COLOR'REWHP70_ OTY SIZE TYPE S'NING LOCKSET CLOSER COLOR LINER TRIM LINER TRIM COLOR SIZES ARE OUT TO OUT CURB DIMENSION AS Gt'�ERST000 BY ;.IAERICAN BUILDINGS THE FOLLO'NING NOTES MAY OR MAY NOT PERTAIN TO THIS PAINT WARRAN'TY:�_ WATER TIGHT WARRANFf:YES._ COMPANY (AB.C.). DO NOT CUT PURLItdS FOR OJ33 FPIJAINC UNLESS RELEASED BY SPECIFIC JOB BUT ARE NOTEWORTHYPRODUCT CHANGES. 3070 __ 6070 —M —NL __HG —_ —__—_ —YES __NO WHITE --YES __NO - THE A.B.C. DESIGNER, MAXIMUM LOAD FOR ROOF CUR3 IS 2500d. - VL 90 CERTIICAT'AN: YES_ 1. A POST HUNG DELUXE, EA`rE TRIM IS NOW AVa:l13lE. THIS TRIM 3070 .—_ __ 6W0 __M __NL __HG —____ __YES __NO WHITE —YES __NO CITY WIDTH LENGTH SLOPED AT RIDGE 'PDEX'. IF SSII: FIXED CU-:_— SLIDING CLIP;_ A CAN BE REQUESTED 'M SPECTRUM AT THE EAU'_ TRIM OPTION _ _. 3070 6070 __M —NL _HG _— __YES __NO WHITE —YES __NO ----_ 3070 6070 _M —NL _HG __YES __NO WHITE __YES __NO --- --- ---- ----� --- _-- 2. THE STANDING SEAM ROOF SYSTEM UTILIZES THE SAME EAVE TRIM AS - THE LUC SEAM ROOFS. THIS ALLOWS THE USE OF ONLY ONE FASTENER, WALL PANELS - - A #'14X1 SELF DRILL, FOR ALL EXPOSED APPLICATIONS. ALL UNEXPOSED TYPE:_ LC6 _— GAGE:24 COLOR:ACOPP70F_ BASE:_ BC FRAMED OPENINGS. NONE ROOF CORR NONE '. CONNECTIONS, TO INCLUDE.ROUF PANEL CLIPS, ARE MADE WITH 112KI SDHH SCREWS. PAINT WARRANTY_> - QTY WIDTH HEIGHT SILL HEIGHT FIR 'KRAP TRIM LINER TRIM LINER TRIM QTY OUTSIDE WIDTH OUTSIDE LENCTH MIN. HT, CAGE COLOR - COLOR ^--__ 8- 18 _— _______— —__—_ 3. NO ABRASIVE TYPE CUTTING Sn1Y5 0R OTHER SHAVING PRODUCING SAW —_YES --- NO __YES __NO --- ---- _ 18 —------- ------ SHOULD BE USED. SWEEP ALL METAL SHNANCS FROM ROOF AND 'h4tiLS EAVE TREATMFNT _ —__- --YES ___NO —YES —NO ------- --_— DAILY. -A- STANDARD CUTTER W/ DOWNSPOUTS _54.Q_ FT O.C. (MAX) --- YES ___NO __YES __NO- SKYI IGHTS / WALL LICFITS NONE 4. THINK SAFETY! FLANGE ___ .J._K GUTTER W/ DOWNSPOUTS FT O.C. (MAX) _— —___ --�. _�___. ___ YES __-NU __ YES __NO ___—___ TRANSLUCENT, SKYLIGHTS QTY:_ SIZE* __---- TRIM:___— __-- SIMPLE EA'T TRIM - YES ___NO- _-YES —NO ------ TRANSLUCENT 4' 5" WALL LIGHTS QTY:-- -X _ DELUXE EN,-, TRIM 0 HIGH SIDEWALL ___ —___ —___ _--_� _—YES --- NO —YES __NO ____-- ICE AND SNU.1 TREATMENT NO:—__ ___YES ___NO __YES __NO __-_____ - - FA'A NONE — _._._YES_NO -_ —YES —NO CLEAR CORNER - TYPE. VERT OR SLOPEU HEIGHT LENGTH PROJECTION UNDER FACADE UNIT TRIM COLOR S ^— • ----- --- ------- - —YES ---NO.. .—YES —NO - ___ —--- �_ _—YES ___NO __YES —_- HAKE TRIM: ��?70.� GUTTER / EAVE: _Ap•QPP7t�E - � __.�_— .. .. __NO DOWNSPOUTS!_,hW PLL FRAMED OPENINGS _N_/A __^ FACIA PANEL TYPE GAGE: CO! OR: TRIM r,OLUR:_______ - WINDOW NONE - —_—__ __—__— CORNER: P70� BASE TRIM: ACOPP70E_ SEIi'.-FLASHIrNC THERMA-PANNE GLASS, BURNISH SLATE - SOFFIT PANEL TYPE: CAGE: COLOR: _— TRIM S: A70E MISCELLANEOUS: !tCOPP . , QTY WIDTH - HEIGHT LINER TRIM -LINER TRIM - BACK PANEL TYPE _—_— GAGE: — COLOR: ___---TRIM COLOR:__—__— - .. .. - COLOR - PRIMER COLOR —__ _----- ---YES _—NO _ CANOPIFS NONE RED OXIDE-'-X CREY:_^ SPECIE_ -_—___-_ —� - --YES _. CLEARSOFFIT SOFFIT - _—NO - - _ QTY EW SW SLOPE PROJ"ECTPJN LENGTH UNDER BEAM - PANEL TYPE COLOR __._YES ---NO .. -- .� --YES ___ NO ROOF FASTENERS --'�'- --- --_ STANDING SEAM 4 - - __,_.YES —NO _ � _ "` - EAVE IRIM __—_ TRIM CULUR��__ DOWNSPOUT ELBOWS ONLY: ___ DOWNSPVUT RETURN: _— A. #12 X 1`1/4 SELF DRILL. HEX HEAD B. J14 X 1 SELF DRILL HEX HEAD W/ WASHER.LOUVER NONE NONE �3f7COV ' A. pt,E x t t<< SELF D LL HEX HEAD/ - .. B. 814 X 1�". SELF/LL HEX HEA6 W/ WASHER --WHITE ADJUSTABLE:W/ BIRD SCREEN RHANOS QTY' PROJECTIVN '. LENGTH SOFFIT TYPE . COLOR CAGE / QTY WIDTH .HEIGHT LINER TRIM. UN-R TRIM - .. ., SW -- -- — 26.... —' --- _ - �. "� '. A. �' yrt X 1 - �4 SELF D LL HEX HEA"y/W/ WASHER' 8. N54 X 3�4 SELF HEX HEAL W/ WASHER .. COLOR - �"'. - YES __NO - • - .. oW — _ 26 - ,�_ _ . .. . / / . - —_YES ___NO .. — DOWNSPOUT ELBOWS DO' POVL _ ONLY:.---- r/N5 RETURN;- --YES __N0.`_ '. ---- EW ___ .. :. � �— -- -- --- — 26' .. WALL FASTFNFRS _ ---YES ___rN0 - -, EW --- _ 26 ityI� LOC SEAM - - _- -.. ;. - YES A 912X 1 1/4 SELF ORlll HEX HEAD W/ WASHER =� � _ __..NU -; "'—-- ----- PARTITION NONE NONE . 8. 114 X 1 SELF DRILL HEX HEAD W/ WASHER -- LINER PANELS-, NONE•:..: - :. QTY WIDTH LENGTH HEIGHT PANEL' TYPE CAGE „ COLOR - A #I/1 X 1 1 4 SELF DF/LL HEX HEAD/W/ CLEAR WASHER ' - -- ---- -�-- --^- `-- -- 8. X 3/p SELF JAP HEX HEAU/W/ CLEAR WASHER LOC LENGTH HEIGHT PANEL TYPE CAGE .COLOR. LINER TRIM - TRIM COLOR '- T4 C.. 12 X t/4 SELF RILL HEX H W/0 WASHER t/ 7p F.�p --- ------ ------ ---_ -- -- --- ---YES ---NO Ate. #1 _-X#1 _-X 1 SELF D l HEX HEAD///WWW /NUT BLANK � B. TP S X SELF T HEX HEAL-1 ,- -_ _— -- �_ —YES _ N _ _ __ 0 ___ ___-___ —_—__ ___ -- ------ ----- - 1 C. 12 z t 1/4SElF Rlll HEX H' W/O WASHER _ --- --- '� - --- ' _—YE5 ---NO --"---- --- ---- -=----->----- _—YES ---NO ------ ROUND 20" THROAT WHITE; VENTILATOR' SPECIAL, NQTE - NONE INSULATIOy ' _ __ QUANTITY - RIDGE MOUNTED _ ' _ SLOPE MOUNTED NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR.. - ROOF' -X- -- ---I I--- —_ __�__ 9" X 10' RIDGE VENTILATORS NONE WALLS __.._ _X QTY AT 10'. SECTIONS' — LINEAR FEET CONTINUOUS _ - RIGID BOARD-_-- ROOF:__^ .WALLS: BEARING PLATE•:___ '. ..• " i :.. '. .. THERMAL BLOCK: �5 _ BY ABC: X_ BY OTHERS �,_ (1' THICK ONLY) - ' � .. ' ROOF JARS NONE OTY � MI CFLLANFOUS MATERIALTYPE SPACER STRIP :Y.— (FOR LOC SEAM WITHOUT INSULATION) _ OK-3 .. 1/4' -.4' DIAMETER - _ - - —_ DK-5 4.7 - 7' DIAMETER - . OK-6 7- - IS' DIAMETER 10. REVISIONS MADE CK'D DATE N0. REVISIONS.- - MADE CK'D DATE NO, REVISIONS MADE CK'D DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE CENTRAL FLORIDA REGIONAL AIRPORT. SANFORD, FL MARK METAL STRUCTURES EUFAULA c., Z ALABAMA AMERICAN 1(/JI BUILDINGS - (X) FOR CONSTRUCTION FOR APPROVAL [ 1 FOR PERMIT ONLY [ j FOR PREUMINATn [ 1 DRAWN BY: J. GASTON 1-9-96 ' CHECKED BY: I J.S. 1-9-96 DESIGN APPD Eff:j DRAWING NUMBER 11718902 ABC-2 REVAO. D 01/LIB/96 17:14:05 VEr. 8.02 vo. REVSIONS MADE CK'D DATE NO. REVISIONS MADE I CK'D DATE I M01 REVISIONS W.07 CK'D OATS DRAAn ,o SUEYtTTAl_ SCALE: NONE DATE I STATVS CENTRAL FLORIDA —i T-'--' )FCC :C.':SiRVCiiON ORA'HN at: I !. GASTON 1-9-93 REGIONAL AIRPORT l Z`-� I I [ ] FC3 7rPR0'/J1 euFauD>, ' AU9aAU ui CHECKED 3f: J.S.1-9-95 SANFORD, FL A1dERICMJ// r BUILDINGS [ j Fay PReuV:r r DESIGN tram ar: S80 1 1/9/96 MAM ME-FAL STRUCTURES DRAWING RE`i.NO. (] Oi/03/93 t3:32:32 ver. ?.02 NUMBER0 11713902 AB-1 - _ T. .. �. ... __.___.._ .�- .. _ ._. [��i - i r __ - r .. ii - - T-EA`JE STRUT LINE (SEE S.W.) o 1't is '.- •.. .• - _ !'.r -. .-�� iti ,K K K K K .'K K K K K V a) l' K K K - rl W W rl W W W WPl � � OJ ' J W W 'W _ � - •- ;n r. I rJ N J N I -r J EL (V N . I .K N N I I 1 1 '. K -r K . N N N N(V J I v N 3 - i N (V I 1' o v J I (V CJ I 'K K J v N N Y G - - .- .: RFE-1E o 21 G ac5-3o.a 1 - m H w W. cv. w N N N N N N a ',a J N a 0. J LL o r � . EAVE STRVr LINE (SEE 5.'H.) - - - n 5211 -30.OF ,. - T-tPICAL U.N. - .. VO - -23'0 - - "0 O r 30'C CUT TO OUT OF PURUN TUNE ROOF FRAMING PLAN RF01 F—A ROOF SHEETING PLAN RFO1 S—A No. RE`r1510N5 MAUE CK-D I DATE JNO.j R_11510NS MADE CK'D CATS N0. R_JISIONS MACE C 'C DATE DRAWItiC SU9.wTTAL srArus SCALE: NONc DATE C=NTRAL FLORIDA REGIONAL AIRPORT SANFORD, FL MARK METAL STRUCTURES EUFAULA � ALAE4w� ` 66""� .ff,- A!AERICNI w�11W aUILOINCS [ ] FORCONsAPPnOYAL rRUC➢ON [ ] FO (X] FOR PERMIT ONLY (] FOR PRELIMINARY DRAWN BY: J. C?SiON 1-10-9"o I - I I CHECKED BY: s✓ DESIGN APPD ar:'�\°' DRAwirlc r�uMeER 1718902 E-01 REv.rlo. Q 01/00/96= 13:1,3:�43 ver. 3.02 SPUC� BOLT TABLE 12 16-2 s 2.0 .1/ls('�—s' n FPCP 4 I 2 I / ... � _ EFB1R L-2._EF©ll/R-2.9 7-7—� o V . . "� ..' RC-0101 18 I .2'4 CL:AR I '1 I 1'8 17'10 TO RIDGE I 17.10 TO RIDGE 35,u our TO our CF' GIRr LINE RIGID FRAIIME CROSS SECTION CS01—A FRAME LINES 01-02 N0. REVISIONS - MADE CK'D DATE NO REVISIONS MADE CK'D DATE NO REVISIONS MADE CK'D DATE oRABINC SUBMITTAL I IE GTATUS SCALE: NQhC. DATE (] FOR OONsr ucr.oN CENTRAL FLORIDA F (] FOR APPROVAL RA�YN B'C J. x'STCrJ 1-10-96 RECIONAL AIRPORT EUFAUDI 1'� 'r '•.�" ALAEAMA �— [X] FOR PERMIT OrilY CHECKED BY: U,S,/' - SANFORD, FL AMERICAfI.C/(, BUILDINGS I ( J FCit FkELIMIrL^v'iY ncsil APPD 0'('�j1� MARK METAL STRUC FURES (( II oRA�,wNc 11718902 E-02 RELNo. O1/09/a6 1s:1s:5-� v_r. a.v2 NUD.1©cR � 0 SPLICE TAT'( SIZE DEF' FI CLEAP, AT SPLICE A B 10 10 3/4 X 2 3/4 X 2 1'2 5/8 1'2 S/J 11'8 9/16 11'8 9/l0 - (1.5 SPRF-1 SPHC-1 1,5 SPRF-1 - 7.5 SPRF-1 SPHC-I f (1 5)SPRF 1 j 4 \ \ \ .- .- •- 0 1 �- ri n '\ \ \ I N . \ r; .. r' .- I -- .- n .= \ •= K I I I ¢ t I : � 7 y: � m �/� ri vl w _ c? v .} • ,r .r v I ' 1 I I I K � y: r . ^ Lj :J rj I I I 1 I I ¢ ¢ .z < 4 ¢ . ¢ ¢' I a I ¢ 1 I I I- v n ri „� -t •t af. I A I 0. I Q •1 I ¢ 6 1 Q I I I u I .r t .r t K I `( I .- vi IT c,j of . — (2)SPOA-1�! (2)SPBA-1 SHEETING PACKAGE MK,--' EW01 S-A SHEETING PACKAGE MK# EW02S-A -RR-0101 W fn 4 0PLN El-0201A E1-0202A. OPEN 3C16-10.6 11/16 8C19-10.11 11/16 I 8C16-10.6 5/8 TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. I I`10 15 11'10 15 11.10 U, G � C I_ 35'3 CUT TO OUT OF GIRT L'N= - I GABLE ANGLE GA-1 TYPICAL ENDWALL FIR^A VING AT FRAMIE LINE 01 -A R(`Ifi_If r, It/ — CABLE ANGLE CA-1 r(PICAL 6C16-10.11 11/16 TYPICAL U.N. IIII`� t 1'10 1z OE,6 35'8 Our TO OUT OF GIRT LINE ' NDWALL FRAMING AT FRAME LINE 02-A 8C16-10.6 5/8 TYPICAL U.N. 1l'10 11 N0. RE`/151ONS MADE CK'D DATE N0. R;ASIONS MADE CK'D BATE NO - REVISIONS MADE CK'D DATE .DRAWING SUBMITTAL SCALE: NONE DATE sATus CENTRAL FLORIDA - [ j FOR CONSTRUCTION FOR ORIVNN BY: J. CASTON 7-10-9c REGIONAL AIRPORT EUFAIJIA �2• 'r1l.AENMA [ j APPROVAL [Xj FOR PERMIT ONLY CHECKED 'c r; J,g,/ SANFORD, FL 4 AM ERIC,�N aUILDINGS 1 [([ 1 FOR PRELIMINARY DESIGN ,+PPS 3'c�,3\� MARK METAL STRUCTURES DRA'NINc REV.NU. f 01/09/ 5 13:17:Go Ilv. 8.02 NUMBER 11718902 E-03 0 CCU- 8-1R - r(2)GT1-15.2 - - CC6-ll CCU-1R 2 GT1-15.2 CCB-K N N N N N N N N N N N N N N N N N N N r'i ri ri i ri ri ri.- ri ki- -ri ri ri t.-I ri ri- 11 .ri - riri .ri ri .i . ri ri N J N J J N J N J CJ J ! tJ N J J J J J J J J N N J N J N J -N J N- J N J CJ J N J 25'0 3/4 I 9 K11-30.0 TYPICAL U.M. - 25'0 1 30'0 OUT TO OUT OF GIRT LR:E SIDFWALL FRAMING PLAN S','/01 F--A N C! N J N J N ! N N N N N N N N N m m W A w m m m m W w w tD W W W w w w ri ri ri ri ri ti ri - �i ri ri ri ri ri ri i ri ri ri ri ri ri - ri ri v •r v •r P v e e v v v P e N N N � CJ � N C{ - N N' N C{ J J J V U J V tJ V V V U V J J J J J J J J J J J J J J J J J 1.5 5/S 1I 5/1 25.0 3/4 9.5C11-30.0 TYPICAL U.N. ,0 1,0 28'0 30'0 OUT TO OUT OF GIRT LINE SIDEWALL FRAMING PLAN SW02F-A N0. REVSICr15 4ADE CK'D DATE N0. ReAS;ONS �!dADEI CK'D I DATE I1NO� REIISIOMS I MADE CK'D DATE CRANING 5UUMITTa1 srANs SCALE NON --II PATE CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FL MARK METAL STRUCTURES EUFAUTA. fir. i= tU&tMA Y AMERICAN F(&P 8UILDWOS ' [ ]FOR CONSTRUCTION FOR PPROVAL [ ] AL [d] FOR P^_RMIt ONLY FOR PREUMiNARY DRAWN BY: J.rSTON 1-10-9b - CHECKcO BY: ,Js,/ - I ( OESION APPD ;r ci"i- DRAWING NUMBER 11718902 E-04 r1U. I o 1 01/09/e6 13::7 07 Ver. 8.02 5EE Ir15TRUCTIQN _r_�Q. 5 (STEP 1) �— STRUCTURAL FASTENER / STRUCTURAL FASTENER STRUCTURAL FASTENER STRUCTURAL FAi-NER " j f12X1 1/4 SDHN —� 1 -a D.C. r12X1 1/4 $EHH r- r -D O.C. - - f12X1 1/4 $DHH - - fTIxI Ij4 saa, 1. -T D.C. j T•-T 0 C THFRt,1Al SPACER EAVE COt1QITI12N iHFRMAL SPACER E1WE CON C'I NN Ql.NQARD SAVE CONDITION STANDARD FJ'/E CONQITIOtj ' WITH LONGSPAN OR ARCHITECTURAL -II WALL PANELS WITH SHADOW PANELS - -�i WITH LONG51"4N OR ARCHITECTURAL 4 WALL PANELS. . WITH SHAWw PANELS (5TAIIDING SEAM R. STANDING SEAM 360 (ST4NOING SEAM. R, STANDING SEAM 360 .(STANDING -SEAM H, STANDING SEAM 360 - (STANDING SEAM 9. STANDING SEAM 360 . OR LOC-5EAM ROOF PANELS) OR LOC-SFAM ROOF PANELS) -. '4R LCC-SEAM ROOF PANELS) OR LOC-SEAU ROOF PANELS) _ : INSTRUCTIor� - 1. PRIOR TO SHEETING THE ROOF )R WALL. THE STRUCTURAL FRAMING . MUST BE SQUARE NNO PLUMB. - WALL FASTENER, - - .. . - - - /14X3/4 M W -- .�.. .. -. ` 2. BLOCK OR. SUPPORT THE CARTS AND EAVE STRUT TO PREVENT THE - SUB FRAMING FROM SAGGING: -BLOCKING MUST BE LSEO BETWEEN WALL FASTENER - - .ENOWAIL COLUMNS AND SIDEWALL COLUMNS AND SNK:IlLD REMAIN 112X1 1/4 STHC'N .: _ 'ITN PLACE UNTIL ALL WALL SHEETS AAE INSTALLED. _ - OU1510E PANEL CLOSURE .. '.. '3: PLACE THE EAVE TRIM TSET- `-AND LSET-) ON THE EAVE STRUT, LEAVING A I i Y OPENING BETWEEN THE OUTSIDE FACE OF THE IN - '--EAVE STRUT AND THE INSIDE OF THE EAVE TRIM. p 2 X 4 - - - .. `'.WORKS WELL TO OBTAIN Nils SPACE). THE 1 1/Y OPENING - - - WILL ACCOMMODATE LDNGSPAN OR ARCHITECTURAL t WALL' PANELS. AN OPENING Of 3 1/ Y MUST UE MATNTANED FOR SHADOW - - - - PANELS. SECURE THE EAVE TRIM (FEC-'AND SPEC- ) *ITN I/r 0 - RNLTS, S-O' O.C. THESE RWS SHOULD BE LOCATED INSIDE THE - -. ROOF MASTIC -LINE. THE RIVETS ARE ONLY INTENG$D TO HOLD - - - THE FLASHING UNTIL, THE ROOF IS INSTALLED AN.+ hEED NOT BE REMOVED. DO NOT USE FASTENERS IN LIEU CF RNETS UNLESS THE FASTENERS ARE REMOVED AS THE ROOFING PRCckESSES. FOR BUILDINGS WITH THERMAL SPACER EAVE TRIM AM LOC-SEAM -SAVE TRIM SECURE THE FLASHING WITH. 112 X I lj4" SELF DRILL FASTENERS LOCATED V-a" O.C- THESE ARE ?ER1A "ENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS 11R FROM BEHIND - - _ - THE EAVE TRIM. .' W - _ 4. INSTALL THE ROOF PANELS ACCORDING TO THE wPRCwANTE MUTUAL . - - - NNO/OR ERECTION DRAWINGS. REMEMBER THE PN-L OVEPHrNG DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT .AND ; x - - SHOULD BE MEASURED AS REOUIREL I" THE EREC;ICH (xtAWINGS.} - - - 5. WALL PANELS AND INSULATION WnY NOW BE. ItISTN_LE7. SECURE i. - THE INSULATION TO THE FACE OF THE UvE STRUT AhC l3AsE NN,:LE. ACCORDING TO MANUFACTURERS RECOMMENOAPONS 5UVE THE PALL �I PANEL BUYEEN.THE EAVE STRUT AND EAVE TRIM. PLUMO THE rAHEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST 2� !NSTALLED _ - BELOW THE EAVE TRIM. ' - 6. INSTALL THE PANEL CLOSURES AND SECURE THE EA',E TRIM TO - THE 'HALL PANELS. - �G Ir'1STRUCTION NQ, 5 _ _• (STEP 2) ANOING.5FAU 360 ROOF PANEL REVISIONS ;N TRUCTION N0. 6 (5TEP 3) - SCALE: DATE DRAWN BY: CHECKID sY: . l5 - DESIGN A-F D. BY: o NOTE.f SHADOW PANEL INSTALLATION SHALL VARY FROM THE DETAILS SF. ,Vll SEE.THC 5HACW-'H 1 PANEL ERECTION MANUAL FOR FASTENER AND FLASHING DETAILS ) 1 it SPECIAL ERECTION DETAILS LUf HULA ALASAMA y ROOF SHEETING PRIOR TO WALL SHEE(ING DRAWING REY.No 4 �I NUMBER D 1 L i T REVISIONS REVI Pukun (2) 111 STRUCTURAL fASIE1+CRS OR (2) 1/4.0 VATS (FIELD DRILL MXCS Al EACH N-'GLE LOCAT)ON) Puft"I ' • . (]) J12 STRUCl.aAl (As1ENCAS OR (2) 1/4'0 6CL15 3/� ,,,a.• (F)ELD DRILL HCLCS AT EAr-M "trLX LOCA00n) CLAMP �f+k (2) 112 STRUCTURAL fASIEHERS OR (Y) I/i s BE (FIELD OL NOTES AT Ai EACH _ / •• 1h rJ -\ T7P' • • 1 N+GLE LOCAfI0t1) - . N1GlE - • m 3/a'► BOO tw+CCft laHGj J/a'! RCO tw+OER (Lr,2'ol/a',� 7/16'>t 1SOLC (FIELD DRILL) - ANGLE 5PIMALER (lSaSsJ/IP, LCHGlti) . _ • WY BE OLRF7E0 w111N FIO(E: .PuRLN LIP WUST NOf 1 `-3/Ifr ROO i-w4cN . - ...HA7IGCR LOADS 50 LBS. . w( BE OI+InEO w11H .. .. -. . OR LESS. - BE MIORIED. SPRuuLER 1w IGER LOADS 50 L85. -: NQIG SPRIHKLER PIPE OR LESS S (n /A(GwIW ►URLRi LIP MIA NOT PIPEBE DIMMED- Rc t A w l ASP ro U T5C 0• YrrO+LO 1wV MIS - _ SECl10N 'A -A- SECTION 'A- ^� i Irt I rrt r.c yn I - A - -- (-A' ) �� -Ir .» 77 SLrrOKf /v,C1ts 4T Hi LAf In so 94Y . MY HY FAY 3r!CwG 6AT $p-c-O ' .... BAY 37AC.4 SEC[lott -13_B_ i s SPkWKLER PIPE HANGER DETAIL AT PURUNS SHOT ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURUNS SHo2 SPRINKLER PIPE .HANGER OETAIL BOWEEN PURLINS SH03 TYPICAL SPRINKLER PIPE LAYOUT SH04 ' AA AA AA COLr4A1Ekf COLLAfEAAL L0,O FDa I,PE WFTQRIS - . Sr' PAYS 35 tA1S - JG- L Fj rLYwl L0+0 ♦1 tlA e-" 510, Iml ORY MT. wYE7 w1f. PIPE PPE PIPE PIPE PIPE PIPE PIPE 'PIPE - J�fT. j/fl. 4250f .2SOJ 425OJ 4250J 512C la 91 31.3 a 11 6 i 5 6 315 565 5• 14.62 23 3 6 - 1 4 7 3 5 231 443 4'. 10.71 15.3 4 7 3 6 2 5 163 413 3 I/r 1.i1 13.4 4 7 2 S 2 4 114 _- 534 7.Sa la a 3 6 2 5 2 4 106 . 35a 2 112- 3.72 7.9 2 6 1 5 1 4 79 .329 2 3.65 5.1 I 5 1 4 1 3 51 301 1 1/7-7.72 3.6 1. S 1 4 1 3 36 286. 1 114' 2 27 2.9 .2.1 1 5 .` 1 4 1 3 29 279 1 1.6d 4 1 .3 21 271 1. - - 1. "t K—CLIK ASSW(0 At 10- SPACw6T LOC.ICO HA TYrTC1L Ivt LAIW( AS SnO+N - . 2. ICA ►et 510r0AIED AT 5' wIC—K5• VAIu(S WTc WY 6t h4,YCD. 3, tLwv+ SPACE ASSCNCO TO K 5' ON C(MILRS. 4. $PECK CCMSCi-ICN S..1MD 1( —0( W+ (F ILA L+I'S MC Wl Lu-fCRULT 1.0-4(O. " - a ixl (aW Is AMMO NY ua 10 6[.mKo 10 wrr Orc S.CAE SL.IrWI rl _ ML T: + LOADS FOR SPRINKLER PIPE SUPPORTS SH05 AA ! I fJ • POPLIN L PVRLIN J �` PURLW pAS, CLJUP M11),oul RERtfCRCR+G N+CLE CLA4P 'hIFHQQT FCvIFORCv.G N+OCE 9En1 (rr Of C14P w.fr(_ui R(:Y.7ORCu1G v4L'- P SL�N CLAMP ri1lt"f AC:+IrOAL;uJC AnCLE ' VA'4,KLER PIPE ///''' SPRIrIKLER / PIPE SPRIn�IER 1 PIPt SPNWWLER PIPE - I f kJf ALIQ*ED I,OI ALLOA(D NQI A(LO*4(u NO( Atow0 SPRINKLER PIPE "NOT ALLOYIEO DETAIL SHofi SPRINKLER PIPE "NOT ALLOWED OEI-'IL- HOoA r PA SPRINKLER PIPE "NOT ALLOWED DETAIL" r.:..L:JP 11n I11Quf RfTJC^C:+G AtK.LE AND aEN0111C L'P 07 PVRLIJ SH01 'A SPRINKLER PIPE "NOT ALL049ED DETAIL- CLMAP rllnQul RC;fdQRC:NG Ap"E AMU ArTA4t4(D AT PUHLRI UP HO-'A CLAM,A 1••11tIQu( REInFORCAC A::CLE AA i Ct3�7 '��f,K}(11 AEA.: GnC1IG A: -;LE A71G 4:TAChEO AT NFI-N LIP :. SCALE: DATE lWAGtA rJ [,K4 ,. FEC0?,ImEN-'ED SPRINKLER 5 - 47R-11(0 A.+O RELP.(Ah T(n CLJ 4-95 CHECYXI) lYl PIPE )iAaluER DETAILSA.:OCD 1 F+QIC r� N*: .aC 6-90 Dts(=a4II" IT: � DRAWING no f1 C1'ISIDn ( I W16E I [c'D I DATE No. i RCYISIO:i 4ADE I C1:'D DAT'. NO 1 RLY1510Y - I N1aC I tAT(: =ED; :^- �.r.� ✓f..+.•-.•.-,ram- _ SPH-1 3-90 NUNUER - — 2 I ' �.� :.;. ,. ... .. '.; r r ,. I.. I.. a. is Y. i,.. ...• +".i, -;-- ...: .: .' .. ,,. .., ; • : r �_w R:AL,F�R� Q jl0 NQT . _ 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILITY' OR ;LIABILITY FOR FOUNDATION, FLOOR OR, SLAB DESIGN OR CONSTRUCTION. ' t � SPECIFIC $OIL CONQITIONS PRESENT SHOULD BE DONE .WITH DUE' REGARD -f0 THE SPEGIF AT THE ACTUAL OBSITE, 5. FOUNDATION MUST BE' DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY f0 A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS CONDITIONS., { THESE REACTIONS REPRESENT THE MINIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATION.. !.rlt Vr- nrinILI nAr,r %Aa ,r ..r-nt! ALlrl inn nn! -r c-1 lrwn AAI/�I cc, -rir nnnc� A►ln / nn uAInnl►lt� ft irw- i nAnc\ i, r r : J .ad Y pp 1 , h ; I� —Olt NOTE , , ' ROOF IS BUILT ---UP WITH 1.5VL x 20GA. b � }' r __ _ . .. ;, _ � i y r n, s a i f x 5, COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL,; OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING 'SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE 6. EXPANSION 0 ' R CONSTRUCTION JOINTS SHALL BE. LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB: 7. THE TOP OF HE' FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BED ACCURATELY SET TO A TOLERANCE J. 1 /16 INCH ON DIMENSIONS WITHIN THE, GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL " HAVE A i. 1/8 INCH `TOLERANCE, 8, COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS` OF CONCRETE THAT HAS A. MINIMUM COMPRESSIVE STRENGTH, ,OF- 25Q0 P,S,I, AT 28 DAYS: 9. UNLESS EXPLICITLY MATERIALS, NOTED 'OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD BE, AS SHOWN -AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS 111E RESPONSIBILITY OF THE FOUNDATION DESIGNER,. THE FRAME REACTIONS ARE CONSIDERED .THE`..MINIMUM-.,LOAbS -M BE DEVELOPED. 12, ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN' ASSUMPTIONS' BASED ON THE ALLOWABLE STRESSED GIVEN' IN `.THEAISC MANUAL. OF STEEL CONSTRUCTION. .13. ALL ANCHOR BOLTS SHALT. HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1 /2 INCH DIAMETER BOLTS LOCATED AT DOOR WHICH SHALL HAVE . PROJECTION OF 1 INCH. ALL BOLTS SHALL HAVE A MINUMUM THREAD LENGTH 1 /4 INCH LESS THAN': THE PROJECTION, PROJECTING THREADS SHOULD BE GREASED I OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION, , WI �E , 14. ANCHOR BOLTS FOR FRAMED OPEIJINGS SHALL BE 1/2 INCH DIAMETER ,UNLESS OHTERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALt_ FRAMING ARE. DENOTED 'AT RESPT_CTIVE''BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. , n Vz 0 ANCHOR BOLTS LTS X C" (SEE NOTES i<t 13 i� 14) �21 3" 2Yz'� FFINISH Lr00R �{ d BASE ANGLE FASTENER (NOT BY A.B.C.) ! I MINIMUM Y4" 0 CONCRETE BASF - , ANCHOR BOLT 5'-0" O.C.: ANGLE MAXIMUM SPACING OR EQUAL BY OTHERS) LEE-f NO. DESCRIPTION ic-OVER.,SHEET DATE ISSUE: C51 , CS2 COVER SHEET �AB1 ANCHOR BOLT LAYOUT AB2 ANCHOR BOLT LAYOUT AB.3 ANCHOR BOLT DETAILS AB3 ANCHOR BOLT DETAILS & REACTIONS - 0 El ROOF FRAMING PLAN E 2, ROOF FRAMING PLAN E-3 MEZZANINE BEAM LAYOUT- E 4 MEZZANINE BEAM LAYOUT E5 SI-DEWALL FRAMING ELEVATIONS E6 SIDEWALL 'FRAMING ELEVATIONS] E 7 ENDWALL FRAMING ELEVATIONS E 8 E N D W A L L FRAMING & SHEETING ELEVATION E9 CROSS SECTIONS E.10 CRO. . S SECTIONS Ell C R 0 S SECTIONS E 12 __. CROSS SECTIONS E13 CROSS SEC.[.., SOLDIER COLS. & RECESS AREA E 14 ROOF SHEETING PLAN ....� E 15 ROOF SHEETING PLAN E16 SIDEWALL. ,SHEETING ELEVATIONS E17 SIDEWALL SHEETING ELEVATIONS E18 ENDUVALL SHEETING. ELEVATIONS DI DETAILS &SECTIONS D 2 DETAILS & SECTIONS S F' l--I _ i SPRINKLER SCHEDULE THE CERTIFYING ENGINEER, HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CER-11FYI NTHAT THE --DESIGN, OF THE METAL BUILDING LC.' L13J � COMPONENTS FURNISHED ,BY AMERICAN BUILDING COMPANY SATISFY 1HE QE SIGN REQUIREMENTS SPECIFIED ABOVE AND 1 ON THE: A.B.C. CONTRACT; iHl 'CERTIFICATION EXCLUDES .THE EREC'(ION OF THE STRUCTURE, AUG 2 9 1995 AMERICAN COMPANY • ISSUE R ` " DESCRIPT10N DATE DESCRIPTION, VARIES A f"ClR FR MARK APPROVAL,APPROVAL,/!2 GN CUSTOMER: 1�1ETAL STRl:1C CUBES 0 Fr`R COt iTF{��C,"ilc;�N ___.. 5'hi 4 '?5 _. LCICA'TION: SANFORD, FLORIDA BLDG. NO., _ (,:PHASE I ) CONCOURSE _ DRAWING BY � DATE CHECK BY - GN JOB #! � LOADS DRAWitlG # 11-4178 (S1 VHN. BY TE WK 'BY I DA 1 SCALE I QUOTE CIA NONE 1A AMERICAN BUILDINGS COMPANY AIRPORT (CONCOU J'r' N. SHEET NO, ll_-4178—o/ ABt of ,✓ / ! I FIRE t WALL / N 02,5 _---- i N $ h STEEL LINE ii ... Y45.z=•- 1 k r! �1I I _ REVISION NU. 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Mr," ANGLE'- 83A W21 x"62 36 (5) ROWS Y4,' 0 A325 ,BOLTS °W/ Vie" ANGLE B4: W18 x 40 36 (5) Y470 A325 60LTS W/ Ye",, SHEAR PLATE B5 .. W18. x 35 ,, , 36 (�) „ ROWS 3'a � A325 BOLTS W/: Vi6" ANGLE., , (5) :W0 .A325 BOLTS W/ Ya° SHEAR PLATE.-. B6 W18 x 35 36F(4)ROWS A325 BOLTS W/ Ya".: SHEAR PLATE B7• W18 x 40' 361'' Y+'O A325 BOLTS W/ Rio% 0, LFT. A325 BOLTS W/. Ya" SHEAR � ® RT. B7A. '" W18 x 35 36 (4) ROWS Ya"s� A325 BOLTS W/`ig"L. ® LFT. (5) Ya" 0 A325 BOLTS W/ Ya° SHEAR 12.4 RT. S8 W18 x 50 • 36 °(5)Y4"14 A325 BOLTS 'W,/. Va" PLAT 88 7 Wit x . 26. 36 (3) yYj"O A�25 BOLTS ,W/ �" PLATE C.i C.2 C2.5 C,3 NOTE! MEZZANINE FLOOR SLOPES FROM 16'--0" @ LINE "H" TO 14'M8" 0 LINE "G' . * = 6" x 43/4" x %4" ANGI-F-013 IOU K', 434 14" AA1,44LE.-_Yr4-11 PM3 FIEL�Gl:lT. WF-W Ira 10, �)rlr.F--f PKlz:1. F? PHASE I m ,, ... �, _, ., ,... , .. .. -, n-, ;, _. ,. .� "' � ' � ,. y ->. ,, . ` .. ,.. � �. 1, :.' i �� i �. ._ '- .. .: , i .. ,�. i i .. �. :... ., „ '. ;. ' . .. '. .. .. .. � � .� — .. �. .... :. a �, ., '... i . .'.� -.. � ,. - .. � _ � .. -�� i �.. �.. � � .. i i �, ., r,: .." - .. i _ :� .. ,. 4 , i. Y .' . -,.' � i� . a... � .. '. .. �. r- .. � .. ,.. ..: �. t ., "., ,., ' �.. is _�.. w. 1 a t + a { 1 .I r ,. r , 1'a , , , r , , a • REVISIONS 7 , NC} DATE:;.. DESCRIPTi N Ir'FORAPPROVAL R(? AL , 1�1 R �'I�c N r , ). j r r , a 1, r 4 f ; r , , URLYN AY L DUT , , , : , ry r 4 c i. ( psi `t• � �� -01 W s w 1 11 . , 11 II q( a I I 1 r _ I it 1 r , r ti o PEN r N I I , i I �I I cV N! REVISIONS , NO. D f A E DESCRIPTION _ BY CkD EUFAULA ALABAMA , A FOR APPROVAL , , a r � F' �N a OCTu yr a 2 5 6�37-2052 �� M RI A E LAN E3tJit�Dl DESCRIPTION ERECTION DRAWING , SIZE VARIES , . r , GUST ER raM MARK METAL STRUCTURES IIZP h A OPT (GONCO( , r .' LOCATION,.' SANFORD, FLORIDA _ DRN( CN.K BY DATE SCALE T QUO E JOB NO, r " CH N �:,_ 11-4178 r' , , too .. � 1, • .. 1 .: � , .. .... .,.. :. .. ... .:. .. .:... ... .. "..,:'... r.,, r r{ "n .,, h. 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BOTTOM OF ALL, RASE VS ARE C •� FRAME x tiw , ' x f - STEEL LINE " f l as Y r x I v , r. , s - a • .,. - :, _-. - Y -l.i.. - �.. r ,.:. .-.' � .:1 �_ s_ a... �...- • ..- Y. .... 1 , �. ., aa-t. _.LL s .. a...«_ W -_. �_ is _ a_.-._.� �.. i.. ._._ , _. ...._-. _._,�.... _..� ... .. _. r ...r.� .+ _. ..a.... a.. _.,. a I. ..,._ .. , .. r -•.+�. .� .a_ .... tee_ .,_ ... �1 _.. � .. : .. _ .. � , : .... , .r .. - .� - .i .. t .. �.. , BLE I � N 1 ! ., ._. _ i - • y Vix rtz 1 i Yl I( C lI 1 [� (\ 1 rl G A, 8 1" �. 2 4 ALL 66LTS z � x;, tq A30� 7EE 12fa1" -7�/e" 32 -5VIO - _ __. _ --______.___ i ' � / SPACE�� 4 _ :S/1a____ 29 A.B.C. S fANDARD k` " GUTTER 12 1 U1/2 F = 2.34Q1; 2.34Q1 - 15 I (4 ) Y4" x 2 ;' R 6" x V16" A325 BOLTS ��> ��-IQ $GA. WEB i , " i,J W/ /a � !. U , � I �:i•r w___. fC 6" x Ya" ,4 le 1 QGA. WEB I ; . FIN. FLR. - 10 OO UMAf J J.8 K.9• _..__17 SPACES p 3 �0" 51,�Q„ t 41 j........ ' y, Ir _-_•-__:.__-"^��..___ �+-�+G'.-._'-.zry._ - F.rrs�=:�cT�rn'DF--'w-^oi-+5r[t-.r - , S• 3 SPACES _(o_5y- �QYts" ,=_ 15�-QYis._ 7 SPACES �i9 A'_3'/a" = `L9 -97/16 --_---'-- __ - - EL. 131-0 - - — _— - -- U„ _ sue.- -� G \•__�-, "�_...-------- :..>�-- ram- ;- r-•:,,.---- _ +C �'"' •N _ �:_.+,x•.c.+a_xs--t---,F=.r-a--�'"�_,,.._-_..ram...-.--.—•-•----- ..ti P 1. _ ...-�;�-,•=r"`.,.._,.._-:..�_.�•----.-^w. _.., ('A� l 114= 2.3635,,2 fib- - - 5 1.., 12' -- - _ — 15 15 r 1 Q Ya i � I ✓�'r 3l2 15 � �' ,,, ,r - 711 I SA4 BOLTS " x Ya" ..' �� ', (8) Ya"ra x 2" - 6" x a" W/ 'V2" re 12 x 18GA.- (8) Y4 O x 2 t A325 EXULTS �_ " le Yi6 WEB- GUTTER A325 BOLTS w � le 6" x Ya" w Y2" R � �s WEB W/ V2 R to - Fe 1 OGA. WEB zip i fe6 x•Ya �- ^} W.6"xYa" _ I u M- v ie 1 QGA. WEB Ya WEB---- - „ 8 0/0 { I F= x +� FIN. FLR. �_ x 12 0�0 D "t :afx �r ~I ' r CA CJ EL. _14'- 3'Vm 15 ` 6" X Ya" -.I� 1OGA. WEB (8) Ya"O x 2" _ A325 BOLTS W/ Y2" IR r Yis" WEB'_.--- t 0 12" �0 Q CV 81. i ti ,.. t �- _._ T,, �... _ �- --- _ �,.; ,----.- ,�- - �� ,. .. �. ,. ..-- -- _ :. ,.. _. -�� 5 r �', 1 l x fi N co NOTE! ALL ROOF PANELS 'ARE "STANDING --SEAM" PANELS x, a- !. C•�dP./�5 d f .. t �I � H• 1. • S . , I t 1 r`IpL,4 5 1 PHASE II RE VISIONS NO, DATE DESCRIPTI❑N BY CKD EUFAULA, AIABAMA A FOR APPROVAL T JA (205) 6g7-20 �?_ 66NS7- 67 141pA j � ME A R CAN BUILDINGS COMPANY DESCRIPTION ERECTION, DRAWING >: . + SIZE VARIES CUSTOMER MARK METAL STRUCTURES AIRPORT DAGGAGE) ; LOCATION SANFOD, FL. _... DRN PY CH'K BY DATE SCALE OUQTIr'._ jnB NO. SHIET NO ISSUE CT J,4 NONE I l -41I8- :W) C 7 of , ., XP. 7 ky ,.. ,. � ., �, r .. .r , ,. ,. .: ,,:, .., , i , .� ,. ;,�. ,. ..,. � - .� .. '. _ - - .. ,. r - t ,. . .. _. �, ,: _ _ __ _ _ �. �.; ,,:, ,, .. ..:. :, .. {- r 1 ,.. .. ,.. �i .. -: ,. s �. .. 4 ,. _ �. � i. � ,-. � - - r � � ,� „. - ., ..i �� ,:: y :, � � � ,.. .�� '. ,; - i - .�. _� � .� .. -. �< _ . „: iYV1Y! L� I u In E. is T HtsV t r-ttc .K WIU IH I-AC,� ,> VL Iv �llflV iLV ��ur�.: iv�uuty i to MISCELLANEOUS - _ ROOF OF , 10 RIDGE. �r � r Tt �LI : 1 'WALLS 1Y 1 U NITY Q AT 1 a SECTIONS LINEAR FEET EE CON-FINUOUS RD. ...ROOF.: _ WALLS: , ' JA' BLOCK:. BY ABC fHI CK UNLYU MER , REVISIONSfMERMAL _—...... IlP „ . .. - C,E �, fRLP_ SPA RNIA , _ FOR LOC: SEAM � WITHOUT INSULATION � Q TY. , : , TYPE +y .-✓ ; � G �L Na,: A DATE E . 7 . ? � DE* If] � DESCRIPTION FOR APPROVAL BY KD E F CABANA ,- C Y _ _ .., , , , _ .. D 3 /a� _ D AMET Iro .. CIS .�� _ _ , 205 .. Q8l 2�52 - .r - A RI ME CAN E3UILDIN . G5 COMPANY ,. : „ .D � 4 1DIAMETER : DESCRIPTION 'ERECTION DRAWING ;. slzt;VARIES - _ f , _ .. .. DK _.. 8 7 1 3 DIAME TER. _ -.. _ , _ cusraM�R A K M R MEfAI. , STRUCTURES',,. E , OFF ICE & LOBBY - : _ G aN SA F R, N Q D FLORIDAFk.ORIpA , PHA „ BY CI $ DATE � SCALE -.aaraDRN u ,JaB NO, SHEET Nu ', ISSIX No N� , 11 I f , c : VAX , • VMSs' r r. . ,r , r� u. . r , r • I REVISIONS Na, HATE DESCRIPTION BY cxB EUFAULA, ALABAMA q:�r;�-.,.4 L•- A ?•7-q FOR APPROVAL CH JA, -- (205) 687-2032 c QJ'��j.q (� - Ji•i 7"k�'-L; G• i�J` _ M� Gf�' AMERICAN BUILDINGS COMPANY. DESCRIPTION ERECTION DRAWING SIZE VARIES CUSTOMER ; MARK METAL STRUC 1 URES AiRPt)RT OFFICE 3c L�DE3Y .� T c LOCATION SAhIFORD FLORIDA . _ DRN. BY CN K BY DATE' SCALE QUOTE JOB NCI. ,,H!~k.f NC1. ISSUE am 12 G :: _�Gn Prel Fn R R - to _4 3g L _Y A325 BOLTS A 1: A W/ ybl� '12 A� CL6 11 8'-4" x 8'-0" F.O. MAIN FRAME ENDWALL COL:--Z--- MAIN FRAME ENDWALL COL.-------- u I MAIN FRAME MAIN FRAME COLUMN wa x .10 COLUMN W8.x 10 COLUMN COLUMNI l A/0 6R01W-_ NO 4-eHOUr_--j FIN. FLR. _k uigi Val X uj 0 5 6y y 9Y2" PURLIN 12 C 11 GA. 30,-0" SIDEWALL FRAMING ELEVATION @ LINE p PHA SE Ill 4 REVISIONS NO, DATE DESCRIPTION BY CKD A 71-'# FOR APPROVAL c; H , A FUR EUFAULA, ALABAMA (205) 687-2032 DESCRIPTION ERECTION DRAWING SIZE VARIES CUSTOMER MARK METAL STRUCTURES LOCATION SANFORD, FLORIDA DRN BY CH'K BY I DATE SCALE c; H NONE AMERICAN BUILDINGS COMPANY AIRPORT (OFFICE & LOB QUOTE JOB NO, sFiFE r No. 1 114 1'18 . CQ 3 1 E; 4 of 12 G 11GA. 31'-2" um ENDWALL ''FRAMING ELEVATION @ 6 LINE to PAS. it I Li co Z) C) TYPICAL GIRTS UNLESS NOTED LINE SE Hl REVISIONS NO. DATE DESCRIPTION BY CKD A FOR APPROVAL EUFAULA, ALABAMA (205) 687--2032 DESCRIPTION ERECTION DRAWING SIZE VARIES CUSTOMER MARK METAL STRUCTURES LOCATION SANFORD, FLORIDA DRN BY CH'K By DATE: SCALE C14 A NONE AMERICAN BUILDINGS COMPANY TAlRT_POf (OFFICE & LOBBY) QUOTE JOB Nal ,NEE. N(l ISSUE 1 IM-03 ---(8)-Y4"O x 2" A325 DOLTS W/ '/2" il? W24' x 68 6#-1pj 1- 6,-2" w wl 6 x 26 (8),A"O x 2" A325 BOLTS W/ V2" R Wl 4 x 43 , 1, 4 16 1 -90 �7SP7A-ND"REL BEAM FL(;.=8xVif, )LTS WEB=12x8GA. fe. W/(3)Y4"O A325 BOLTS W/ -y8" re b A 171 S D 0 NOTE! * =. EXTRA 9!/2Z,12GA. PURLIN BETWEEN LINES "l & 2" ONLY. PHA SE Iff REVISIONS NO. DATE DESCRIPTION BY CKD A 7 7 FOR APPROVAL C, P �A EUFAULA, ALABAMA (205) 687-2032 AMERICAN BUILbINGS COMPANY DESCRIPTION ERECTION DRAWING SIZE VARIES CUSTOMER MARK MEIAL STRUCTURES AIRPORT (OFFICE & LOBBY) LOCATION ISANFORD, FLORIDA DRN BY CHIK BY DATE SCALE QUOTE JOB NO. SHEET NO. ISSUE CH NONE 11--4178-03 E6 of S D 0 NOTE! * =. EXTRA 9!/2Z,12GA. PURLIN BETWEEN LINES "l & 2" ONLY. PHA SE Iff REVISIONS NO. DATE DESCRIPTION BY CKD A 7 7 FOR APPROVAL C, P �A EUFAULA, ALABAMA (205) 687-2032 AMERICAN BUILbINGS COMPANY DESCRIPTION ERECTION DRAWING SIZE VARIES CUSTOMER MARK MEIAL STRUCTURES AIRPORT (OFFICE & LOBBY) LOCATION ISANFORD, FLORIDA DRN BY CHIK BY DATE SCALE QUOTE JOB NO. SHEET NO. ISSUE CH NONE 11--4178-03 E6 of 2L Vof ' 6j- 3#1 " 1)nlamAl 32 6' ---- 36'- 2" 6) 6- 6.)p 6 31/2" - r (8) Y4"0 x 2" A325 BOLTS W/ V2'# W Wl 4 x 61 e lz c - j 8 ) NOTE! * == EXTRA 91/2Z 12GA. ONLY BETWEEN LINES ltl & 2" 8x5/16/8GA./8XV`I6 12" WEB I 3 SPANDREL BEAM W1 (3)3/4)PDX'/4 A325 BOLTS W1 3/8" PLATE NO SPANDREL BEAM @ WIND BENT BAYS. PHASE Ill REVISIONS NO, DATE DESCRIPTION BY CKD A -IJ-q6 8_064 FOR APPROVAL rorz 6.om,:;n . d6;r/ofq c" �A ............ . . . . . . . . . . . . . EUFAULA, ALABAMA (205) 687-2032 DESCRIPTION LRECHUN [)KAWINki SIZE VARIES CUSTOMER MARK MErAL STRUCTURES LOCATION SMIFORD, FLORIDA_ DRN BY CH'K BY DATE SCALE A 101E AMERICAN BUILDINGS COMPANY AIRPORT (OFFICE & LOH1,0i JOB NO; SHEET NO, I s S(j I: I 11--.4178-03 E7 of J f7,077 ONLY ** = 8x5/16/8GA./8x5/16 12" WEB SPANDREL BEAM W1 (3),3/4"0 A325 BOLTS W/ 3/8 P) PLATE NO SPANDREL. BEAM @ WIND BENT BAY. '-(E3)Y4"0 x 2" (8)WO X 21f W1 6 x. 36 (8):K"O x 2" V-(8)Y4"0 X (8)Y4"O x 2" A325 BOLTS ..A325 BOLT$ --W1 6 x 36 (8) Y4"0 X 2 2" W16 x 36 A325 BOLTS A325 BOLTS Y2 IE A325 BOLTS A325 BOLTS W/ Y2- it W/ Y2 ie W/ 1/2" fe W/ le W Y2 N O 4� 15'-4Yie" cr_ ;9! 203'- 3Y2" 00, _011 01) 4'- 4 4' W27 x '102 W27 x 102 CW27 x 102 [Z I C) F, - i 0�5 Iz W. - 10,7 t 00 (12)1 Y4" x 4" (12)1 "sax '3V4" 41 ---(5)ROWS Y470x2" W/ A325 BOLTS F. A325 BOLTS BOLTS 1/4 & Y2" 12 �W/ fe, le ANGLES ------ - W/ cryp.U.N.) 0 (TYPICAL) A ---w16 x 26 A325 BOLTS W1 4 x 61 W14 x 43 W1 4 x '61 W14 x 61 W/ 112" [2 A325 BOLTS W/ Y2" fe FIN, FLR. L :D '7� p- Q 5)-§ 60 '300 6'- .3's 7#- 0", 5j -.11" 7s- 3" 7'- 4" 6'-5)' 71- 4" 7P-4)1 7'- 4" 7'- 2 7'- 2#1 7'- 2" 70-4)# _10 .0 MATCH LINE .31 # 2" 36,_ 2" 36#-21) -6" - --------- ------- 10 1_7_-_.": 7 r Fi QIO STEEL 'r) 1 W21 x 44 - ------- --- 144 6 FRAME @ LINE /4" - (12)1 "O�' x 31 OF -W'o A325 BOLTS W1Oo V2" fe le A32 BOLTS 20 W/ Vw" ANGLE X, 2 "A 315 99-9Y4" I W14 x 43 W12 x 26 4' Wl' 23 SPACES 0 4'-0" 92 12 A F . . . . . . . . . . . . . . F L 1_7 1 _77 n! 0 + i - I G n C. 1z 07• PHA SE Iff W27 x 84 W27 x 102 12 01q W27 x 102 R Iz -lob Liu Lij 77 77" REVISIONS By F�KD NO. DATE DESCRIPTION I IV 14p WX JY4 lzu A. MOZZ) t1VL1Z) W/ kU)MVVYZ�P T4 'RX4' k (TYP.) 11/4" & ,�" le A325 80t. PS A325 BOLTS W/ -7-S FOR APPROVAL A 7 1/2" & (TYP,U.N.) W/ pia"' ANGLES orp-Lic.- (TYPICAL) 0 'op w W1 4 x 61 x 61 W14 x 61 W14 x, 43 o FIN. FLR. • • J EUFAULA, ALABAMA b ON 0 2C,4 0 JA .0 68 - V# , 6#- 2" 6P-1'1 61' -2032 It (205) .,687 7#-4" 7'- 2" 7'- 2 71 2 6'- 3V2 6 6061f 6'--6$p W-61t ---------- MATCH LINE x e", AMERICAN BUILDINGS COMPANY 40 —V 7 DESCRIPTION 'ERECTION DRAINING' 99) SIZE VARIES 203'-3" 0/0 qTFEL MARK METAL STRUCTURES AIRPORT (OFFICE & LOBBY) ---- -- CUSTOMIfR , .. :. 1 IL J .... ,.-^.�-vim_-+-+-T .T.-.. ... - +.....• -..,,-,._-.--,.,.....,. .. -. , E 6 ! y�I}(,. AREA 5 - 'Ifs S/4/ •M' 1 r , _ - -C _ - -_ , , d ,. PHASES IV 2 ' A SE" .i../ III A REVISIONS NO. A DATE ?- 7 `" DESCRIPTION _..._._,_�.�.._.-.T_....-_. FOR APPROVAL . VY-- -CKI3 ti�rt.�• AMERICAN FAJIk.NNG',� COMPANY AIRPOf r (OFFICE LQE3f�Y) JOB NO E T N0, i l ..w4lT3U f:1 Q of L-��-l--'�__�l FHA SE III REVISIONS No. DATE DESCRIPTION BY CKD A RFOR APPROVAL FOB AMERICAN BUILDINGS COMPANY AIRPORT {OFFICE & LOBB PHASE' III REVISIONS NO. �DATET �BE:SgRIPTIgN BY CKD A FOR APPROVAL I \ AMERICAN BUILDINGS COMPANY AIRPORT (OFFICE' & LOBB) JOB NCI• SHEET NO, "` ISSUE l l --4'{ 78-03 E 13 of Q , • .. ... -. . '. .. .• . I r. - '. ., .. .. s. a' .: �'. '.r:... a -:.' � ..- ".. -: . i. i .., .: .'.. ,. -. �. .:'., •. �,:- ,. ..: �. ,-, ... ,. i. a. :: ..,... � .r�.. _ •mod ' .: , :. .: - ,. ,, �!� ,. � � -. .. 4. � ',� `. '. � .. �. ., a,.�. .. .. � ._,-.: .:.,, ., its .�: js.; �� .. `:� .. � �..� . i' es 'er tir f' V Y J.':c r �,:.,, ,,:. r. . .,, .. ;r, ;,: i . .. n '� ., .F i. ,. .. . . i` r .: - �� '.. ,1 ' ,; . 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(4)W*ox 2 () A325 BOLTS R P, - 5 "p— (8) VO x x 22 A325BOLTS� A325'OOLTS R R — ,W' 0 X '27 2 A325 BOLTS, 'I Or' 4", x 2 A325, �,BOLTS 1 Y211 12 W/ le A-325 BOLTS W1 "W" It 2 2 —9" W/ -9 Lo W27 x W27..'�' 10 129, W27 x Ll 12 M \--(l4)-1Y4p0 x 4 (12)—'I"Ox .3Yz"--/ -(12)—jY4p'0 x 4 (5)ROWS Y4.'oOX2"- A325 BOLTS W/ BOLTS A325,8 OLTS W/ A325 BOLTS W/ I IR & V2" R Wo 1 V4" W� & Y7 II? 0 -5/61 (TYP.U,N.) (TYPICAL) (SEE "4/Dl") '------12 C 110A_ FIN. MATCH, LINE 6" 3' 2 lop 6A 4" -3 SPACES 0 7�-2"- 4 SPACES AD W-76 7p 6$—.3Y2)0 40'--74" io 7,- 115* `187*-5" '010 STEEL, FRA ME' 1 �7x 1 au k N OTEJ 8 X 5/16 8GA,/ 8 x 5�1 6 V/2',' O/Q: BEAM BETWEEN -8 & LINE 14 1B X 5�j r , . 5/1 6 8GA./. 8 k, BEAM' 'BETWEEN -UNES LINES,2, 8' TO', �O & 10 1 c t 0 21-1 2CI 20A. V�Cl 2GA. 110 PHASE y. REV I SIGN S'l NO, DATE: D & 1/1-q5 FOR ,APPROVAL -5 'T' RCOWTRUCDON Y, N EUDAULAALA E3AMA, s`, Q5)�. k2 687— 0: 2 AMER 0AR','OU GS 14� 0 ekg t, �TIION• ', �DRAWINQ t. 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',r "ez' Si,,d� ',' ,;i'u tI- ix�' Iar •. 1,, ,k G x' ,.r,' °,(9 . .1: 11 1. / - ', - -o�',' I✓' ;;'f '�' DIY, ;,,�,.r :^` L",.;.`;� ''.'1'� '�' ;,:, !i f� // 11 4• i "I 1'%; , S ;- ' '•, , v4 , . - `, F t EMA E I , ' E' __ T"_ — ---_^_ ! 6 " REVISIONS ' I I I Y v I I I• r ♦,r — ..._.ate.-. . I I I . . ,, 11 i' ,� I . . . � 1I"I', ,. ", • Dui� %M, w r., + •'�h�,y,�' , 1 ; f - r EUFAULA, ALABAMA - „ , . 1871— 5,� c.. , ____ ___._—_. ___.__-.___________._______._ __ —_____ _ _ V_____ ___— ___._ _ ,. ----___-�- -_ _ �.,__.___ ___-,�.__---_ . ___-- __ _.,__,.. ._._-_---.___-__ _.--___—__ _—.----------------_____ (20) 6.87-2032 - . ''' ,,,, ; AMERICAN .BU{.k f71NGS COMRANY.'':. . ,,.b,: DESCRIPTION ERECTION: pRAWING Q' P N M L. WE VARIES . ' , ; ' ' CUSTOMER MARK METAL STRUCTURES AIRPORT OFI ICE, ,&' LOQBY) I, II +yw L pCAICl1V SANFQRa FLQRIDA „ Y:'. ' I",I , , ) , -., _ ' 4 'I - - „ - LL I - / f ` q' . Xi 1 'S 'Y 5Y .) 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WL'A fir R . .L I I M-004000M I __.__ I aww"spWimum . 6 12 1a ' 14 - 16 f 10) C�T' I 1 5- 2 _ q) V, s� JNr i � •`V-• il'1 kf', if � �.(t , if't � I Ir tV10-1 6-(so F bpi f� 4y.! 4 � i t ' � �•"�••" .,�~ r ' -'s - � i P ' t ' i ' 11 t»q 1 J II i , �J Lo +c 4 cti. l c y j "`. i`' K) "�$- Nt T{- �� ^ t t �! • '` it ! I I r t r I I t t cy `� Ci r •.1 .} C \ C \ C" 1 t L4 C ..,1 : ''.t 9 fi� '_ (4S 03 CtiJ `tit C'J c l "rt (-,,I ! c s c•',, l c ,t \, c \1 t 1 r� c i C_ II h !1 I I cJ (.) r�5 �l ( , t ILL CAS CL (° 4 1''.1 ,;'i Cf y r` i C\i �.4 C""A � C`~r C, CQ (`•) c`,i�� I +. :' x( t< <III �I 'C tsi - — �� - PHASE' III I ' -- - - _ - - -- - — - -- _ _ - --- - - -- _ _ -- - - - - ---- -T — T FIELD LOCATE - r rV - Z - (- I O- i FRAMED OPENING , _ ter• �" OPEN � �� , y _. _ _" . r. �) � , ra •.St ;,� kS• by /-------�. . EG C) Fsr I 120'- 0" SIDE -WALL SHE' G ELEVATION @ LINE )jL I)- 16 14 8 7-1 14 12 V/ 10 �b I / .--- ---- --__ .___._ OPEN + tt i W0 r vGI r-- Z i I U `�� i I PHASE i�1 �I �• �':.. I ,g ,,S `"�� `� �. � r' y U-! C` C` 3 It t :. I I _ f � � � °� '»� »�• �7 �(` t ` t(1 t!t tSt t C 1 l{t lf� �l t t "i' t- -t �l - t �j �! 1 __ -1- 1 I t � , , - i '_'' �•� 4(� ,1) 1 l(1 1 �l C ,�/r � 1 �} � (L� �'1 A ` `j,,• • I r 7 - - __ _� - — - I 'ti I rj -4 �} t r I l d �-U ( , o �" - ,.. L.Q t' • I t LI , Cf 1 : i i S1 j I - �( t t t `, C( aJ t" .l r, C•` C ') # r\i I mot-• -�- .� o _ t c 1 ) � � I 4 �!' �' '�'• �•`Y.�'. �"� r• 3 - � , n.! , t i �: -� v c) ) C` c1. c c• t �' r t r r1 l c\1 ra) J a I n! i �? �',) I t CL L1 CL. a r.7 t c\s t C� c�S c,5 i CL ii Cp. �- C\) N 4_ I (�. .a ! c) E tJ (�) (V c'y (`) CL. I (. r' �` ! r r'• c t G CL c'S v r``1 vJ 7 C�,._ I L1_ pr p- - C.) r,) c) C�1 � `� .� t I I (` j I C'\j r j L _ C1 cl- CL l' C.l! (� C\I [ C cV c\y �Ltv { Q L•, .t d I eL I I tC k� I l I x 1.0 Q < �� <t C f ' I crI ,I C.L!'( rPG 16.L - ra,] I SIDEWALL SHEETING ELEVATION @ LINE W.,5 �; v SIDE WALL SHEETING ELE VA TION LINE p REVISIONS NfJ. DATE: DESCRIPTION BY CKII EUFAUL.A,• ALABAMA : V A-1-0-�1 FOR APPROVAL (2U5')f 687-2U32 , 0 5-VrI FOR c r7 �:; r t�f. \rycra :Q�s.' (�{� AMERICAN' BUILDINGS- CQMPANY, .. DESCRIPTION- ERECTION' DRAWING • ._..- �.__....�., .��,•---•---� slzE VARIES :: . � .. . • . , , . , ' • LI "CUSTOMER,, :,MARK, �1ETAL ,'5TRUCTURES• OFFICE t�C'' �,O i.. . _ WCArTION BAN 'ORD' , I'L.n.E�IUA' lDRN AY.. CH`K BYDAiE SCALE RUgTI� �1OD-.N�li; SNE:ET, NO.: ZS!!ENONE I `. al , rl it A' i. �y J f it . •fr- ,.�` I 10 ,, tl., - f" .r,,+ -- - .J ! _ r1 ,,l, 1 - 'l.`i .'I'°' ' S I� -•l' ".l�j.,a, ,!y . - j'.:';; p,�) J't,v .• , }' '> - ,:d - - - -. % r rr^ •'t , - ,�' ., :°off• _ a� '� • ',r. �' 'P.L`•;• 'rs "tY•., .r. +'ice, o "s?° r"•;' .+E''•�; ^'iv'` r •. • ,. G., ,5• '•1' i %V f A' • t- • t' ��' r .' A� f'r"v 1 •, ° II ^r , 1 r 1: - - '1'•j I' t: F' 1 1' } .r 1 J f• r , J 4 L , f FI, t t" v ?I ,•Y'� , it a e' 7. + r'' 11 tl `t , I f d s f 1t 1� r r, . „ 12 ft ' t ,r 't •' a' '1 14 v L OPEN ,r- OPEN t _,,. tP t5� y U1 —,. _... �'t is y ,_, t�'t c )� C`<I � ,� '" N ., 1` `,'•';`. OPEN r �r ! 1 {� t tom! <f q ter- yr 2 c t r•1 �ti.X� t _ F xN'-7 �' !! I► E� ►.r : �r s ;I f11 C!.- is C�. LL CJ (� t`i �L 11 3 i `�� {I �•.� .. t;a„ , „d".;fir kj, i 'c 6'- 4"x 7'- 2R 0.-r AlYA FIELD LOCATE Q ► � r` II ',; • c,' " + , ' MATCH LINE � \i �! , ,' i 1.r.• ' lti � : , • ' , . ,. � =" '�,,,�:''�„ 187 --5 0/0 STEEL m om LL ' TN S'lVE WAL L "�.� �1N �L� �� "l� 12 OPEN OPEN .PH ` V' REVISIQNS ; NO, AA7E ' DESCRIP-rioN A' 7.0-Iry FaR APPRC}VAI. CW. .�7, �-3E�,��, �'�tz,, • c.r_at>�.t.a'r R�a�,"C,�,c�e�l. " ' '� �►.�•�� :,1`z��` '' ,,` MATCH LINE i ,. Et�I~AU�� ,A1,�13AMA -._ ( } 68 -- 2 a 32 MERICAN OLN 'BUILDINGS'.,10, IPANY nP Q UE$CaIPTIpN , -" ERECTIQN DRAWING ' ? SIZE VARIES ,M • r ,„ A! RPORT(o �ct ',�' a,eI �i}S CUSTCIER MARK.MEAS GTUR� END WALL HE1 E INLVTION � .�N► LQCATILNWORD, FLORIDA ; ' 1 •; DRN BY CH K BY DATE SCALE QUOTE"JQ �vw,. N E y NEW am - Am ilk r , f' M }x a +1 - V ........... .4' y ttr 3np:e�4 ff1 t VI, t t'rf,; J I.Z I%% -77777-777= 4� 7- �,j I. W., v :12 (j 42 5 R 4l, '4t f 4' Q, q (3, 4 k I a, tj Ar �rt'4'5,{';, 'x1,`/` ��, (',' y',` '•I, ' °, .^. In- _3 k74 D 9 (t. �C\s p7t: C\j 41 c\1 QL-, (Nj (\j I < 18 —4 x-17 011 '(14 < I FIELD LOCATE OPEN J'I t ul, cq ------------ -1 r4A 'AM 7St -F'09 PIZ VJ �,el,50 PaA OPEN 0 L FIN. FLR 4 MATCH LINE 20-8 3 —2 10 187 5" 0/0 STEEL r LINE 16 END#ALL SHEETING ELEVATION 12 5 R F - A AV— (10 Q) W1 ()o 4 (-q L CL if Q Q�_ CL C\S CAI; Q� F.O'. 113 C\j 1'� Q— rN 'q- (f) FIELD LOCATE c\j N % (\j CL CL ro 03 C\I c\j — — - — — — — — — — — — — — IL 4� rL 0— mom— t I im od Y I C\j N OPEN j(HALLWAY) FIN. 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'' 1, ,, I it ', PSF METAL BUILDING' LOAD, �DL I 1' D L + LL :; + ML - ' ' , STEEL FOR BUILT-UP SECTIONS •SHALL CONFORM TO ONE OF THE FOLLOWING: ,,� I . I 1'1� I , r. , 12., . 11 l'o, PSF COLLATERAL LOAD, ML . 12. DL + SL +,ML . 3.' 0 . I . . ' FLANGE AND WEB' MATERIAL SHALL MEET AS APPLICABLE� 'THE PHYSICAL AND CHEMICAL'REQUIREMEN-1 S ; " , �- I PSF ROOF LIVE LOAD, LL , 3. DL + WL � PSF FRAME LIVE LOAD, LL 4. ' � OF ASTiv1 A572 GRADE , 'ASTM ,A607 GRA,DE,'50, OR STM A570 GRADE 50. _4. _LL_�, DL + Q.5 SL + WL-+ ML . -, I I I ,:,15. � , , PSIF GROUND SNOW LOAD, Pg , 1 5. DL + SL + 0.5'WL'+ ML I Q.', , ROOF SNOW, SL I 11 I FLANGE AND WEB MATERIAL SHALL MEET . AS APPLICABLE -THE PHYSICAL AND CHEMICAL REQUIREMENT ' � , I I _IPSF 6. 1, � 7 r � : 1 �7. �::�� f I MPH WIND SPEED ( 01\ :�> C- ) 7. A572 MODIFIED -TO 55o000 PSI MINIMUM YIELD AND 70,000 PSI MINUMUM TENSILE sTRENGTF, ' , . - ��J:�5. - 8,SEISMIC,ZONE, SZ- 8. I M A607 GRADE , OR 5.' ,' .1 I . .'_ - I 1, , 11 111, 11, I - 1 1 � -11 9� 9. ., * TIONS SHALL MEET THE STEEL FOR ALL ENDWALL ",C"'' SEC PHYSICAL AND CHEMICAL PROPERTIES OF ASTM: , I � ..i, 10. : . , , I - _____',.__ 1"."j- ,I 1. *A570, GRADE S. . - I _ :1,1_ � �l , � - - 11. L L :z') 0, a � f, �:� F p I 4,1 1 12. y (,I f,-r.-I� k-lv',� I " 12. " . I 1 . . � . . , r V [-!� a 0 A( p I- /-I N t t - I- /4 C�OWC% c 0, v c (?--. - ; , . SECONDARY FRAMING STEEL I I , -1 , . I ,NOTE : ROOF DESIGN IS BASED' ON THE LARGER ROOF LIVE LOAD OCCUPANCY INPORTANCE FACTORS STEEL USED TO FORM PURLINS, GIRTS, SAVE STRUTS AND "C" SECTIONS SHALL MEET THE PHYSICAL' 11 , .". , I OR ROOF SNOW LOAD, WIND: - lt� I AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55, I SNOW: 11.0 SEISMIC: STEEL USED TO FORM ZINC -COATED (GALVANIZED) PURLINS AND GIRTS SHALL MEET THE PHYSICAL AND ) ' I - I CHEMICAL PROPERTIES OF ASTM A446, GRADE D AND G 90 COATING DESIGNATION AS DESCRIBED IN , I I 11 , I I I . ASTM A525. . I I , 1. .1 � ',, . 1. 1. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH TH METAL BUILDING SYSTEMS . ROOF AND WALL PANEL MATERIAL , - I- , I MANUAL (MBMA '90) AND OR , I I I * EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: I STANDARD BUILDING CODE, 19 ,,A EDITION I , BOCA NATIONAL BUILDING CODE, 19 EDITION PANEL MATERIAL AS SPECIFIED SHALL BE ,26 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING I .1 ' NATIONAL BUILDING CODE OF CANADA, 19 EDITION DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A446 GRADE E. MINIMUM YIELD . UNIFORM BUILDING CODE, 19 EDITION, WIND APPLIED STRESS SHALL BE 80,000 PSI. I I - - IN ACCORDANCE WITH -_ (MBMA OR UBC) CRITERIA I PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC --COATED (GALVANIZED) STEEL, COATING I DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A446 GRADE D. MINIMUM YIELD ,4 - , I , . 4 , STRESS SHALL BE 50,000 PSI. I PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY -COATED STEEL, COATING I I I � � DESIGNATION AZ 55, CONFORMING TO THE REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS I BE 80,000 PSI. 1 .71 THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS SHALL , MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS PANEL MATERIAL AS SPECIFED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED SrEEL, COATING , f A , . TUT PANELS AND VENTILATORS ARE NOT INCLUDED, ALSO EXCLUDED ARE OTHER PARTS OF THE DESIGNATION AZ 55. CONFORMING TO THE REQUIREMENTS OF ASTM A792 MINIMUM YIELD STRESS , I " C 1' PROJECT NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALL, SHALL BE 50,000 PSI. , , , , - ' , .1 MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING, � THE BUILDING SHALL BE I . . I RLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINS COMPANY I I ERECTION MANUAL, THE MBMA MANUAL, LA TEr-ST EDITTioN, AND THE ATTACHED DRAWINGS. THE DRAWINGS I . , I LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THE CERTIFICATION, I I I , I I . . I I I . I . ____________________V-,4!� -- ____ .,--,- _ _ ___ - - - -� ! I ' PRODUCT APPROVALS AND CERTIFICATIONS: 1. STANDARD BUILDING CODE - SBCCI #94100, 12 BSIC STYLES, 1 2. BOCA - #89-56, "E" SERIES BUILDINGS, 12 BASIC STYLES. 3. UNIFORM BUILDING CODE (ICBO) - # FA-285-CARSON CITY, NEVADA PLANT. 4. INDIANA - 12 .BASIC STYLES AS BELOW, a. M--190860 - SSF I b. M 190857 - LRF, RF, LRF-M . c, M--190858 -- LSS, LSS-M d. M--190863 - LT e. M-190862 GC, LP2, LP4, LP2-M, LP4.--M 5. WISCONSIN-# 9000007-M: 13 BASIC STYLES. ' ' - 6.. CITY OF, CLEVELAND, OHIO DOCKETS S-52' 82. 1 7. CANADIAN WELDING BUREAU DIVISION .1 CERTIFICATION AT EL PASO & CARSON CITY. 1 8. AISC QUALITY CERTIFICATION, CATEGORY MB. 9. , PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE. 10. PLANT CERTIFICATION AT CARSON CITY FOR OLDEN, UTAH, 11 - LONGSPAN PANEL WIND UPLIFF--CL.ASS 90 (UL 90) CONSTRUCTION NO, 71 A.LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY. -, I "I 2. STANDING SEAM 11 PANEL WIND UPLIFT -.--CLASS 90 (UL--90) CONSTRUCTION' NO,, 93 AS LIS-FED IN I UNDERWRITERS LABORATORIES- ROOFING MATERIALS AND SYSTEMS DIRECTORY., , 13. LOG -SEAM PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NOS. 331, 332, AND 336 As LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY. 14. CITY IF, LOS ANGELS FABRICATORS LICENSE # 1390 AT CARSON CITY PLANTS. I I I i i'�I ,�1 � , � 11 , I — . � - - , l . ,_,,..%_ . , I � I , 1, 1. , , " , , � I I , - -, � � " , ` I I I I I I -1 � I I � �l I � I � , ., - ,. . I � :, , , ,� . I ,-. , I � � I I I I � - - , .1 � � � I I I I I . � I I d I I , I " , : ,, , , ,� ',�� , " - , , . , " , _,,; "I ll� I ,� , . . , , , , , , , � . , I � I I �f -.1, I I I I I I - I . I I . I I - I � I � __________,_______Fl )) LOC—,SEAM" PANEL (ROOF PANEL.) 3p- oll � - .. I _/____,_-_,_-__- "A:' PANEL (WALL PANEL,) _____`,�_ L\---.---- -1--___� "SS -If" PANEL CRCIO I , I " . ; � I I - I i ; , I �_ �,_ U�S, -0�� . -b ,�T � Ar c-, - I e --s SEP � 1 1995 SHE1 NCB. U. UI fI___I' F D. AI ,, ,"* , S U,E — �l l ET Et_I ..U11 116195 I � I 0, , - CS2 COVER SHEET . �'. ; 1 I .".:--I I ", o' -`I'�IK I1 I , - 1, :.�. AB1 ANCHOR -BOLT -PLAN SE`PLA'TE DETAILS ' Ok , - __ ---. ,, ' 'E1 ROOF FRAMlN'GSHEET[NG.`"PLAW. ,I,, �' .,. E2 ' ROOF FRAMINGSHEETINGFLAN o, . 1! E3 ROOF FRAMING, PLAN ' ' 6 ,. E4, ROOF BEAMZBRAING LAYOUT C_I 1 E5 ,I I, I I - - . I "",. --- .I'�','1 1 E6 CROSS SECTION . � � 1 0I1 E7 CROSS SECTION O � _I E8 CROS SECTION � ' t E9 CROSS SECTION ' ' , �- � I E10 ROOF SHEETING PLAN I 0 Ell BACKSIDE SHEETING ELEVATIONS 1 �I E12 STAIR I r.CI: E13 STAIR. 5 I oI.- E14 6 ,� , , 1 -�T I I�,,� II I .�,!I1II'.,, . , , , I II, ,."1 DI DETAI[-S & SECTIONS D2 DETAILS IONS I � , ':0,""" �. D3 I-rAIR STAR DETAIL-S ,. I�I _, I I � � 17 1 11 I I , I . - . . I - - BUILDING I . 1-,I ,_STORAGE � I " -ABI BOLT PLAIN 1 '�. ., ,I I 0(�I>1 DTAILS EATION- IAENICHOR - 0 _._,. _4:I I I�.I . .AB2 �" " -, , � ..� I , 0. I- ; 1. . I E I R0bF FRAMING PI -AN I 'Sro,RA" "' 11�- —/I—Z_ E2 SIDEWALL FRAMING ELEVATION I , , I l ,_I:1; E 3 E4 IEN1,DW. ALL FRAMING & SHEETING ROOF SHEETING . � 0 .� E5 - , - -I - SIDEWALL SHETING II - ', ' .' 7� � I� DI DETAIL-S & SECTIONS ; _�10 C- .I.... . ISPRINKLER �(0__1 , API u1 1,z) � I ___._ . I - I"I-1 I I I 11 _� .,�,, 1 -= - -' 'o " .,1 " ""l .1, I�. 1 � I , 1 �l I- I "�;- ,, ,, .;;�. THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER " 'i- �"�V OF RECORD FOR THE VERAPROJECT AND IS ONLY •- 1. , :,. :,,a (,,�-"' S,",,CERTIFYING THAT THE DEIGN OF THE METAL BUILDING , COMPONENTS FURNISHED BY AMERICAN BUILDING MPgoA, i , ANY-u, SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ,0�.J,-vo,?s4"01 I 0N THE A.B.C. CONTRACT. THE CERTIFICAT•. ",1:1,!,ES ,_�Aoaewv-z", ,",THE ERECTION OF THE sTRUCTUBE o�,c_004Y'o,, ,' < ,{! , -, . ,,,, ''l,�-�;_��-1,,�,; , �, ",:,� y v 1, ,;�� II * ll�l�I I ; 11-1.1,*-I'-:-_---------- . =I -- -� 1I 11�. ,, _. , A � _: I , � � 1 " lI 1=P.A=R=,k4I,JA _ '— I , " ; , ��?�"':11I \j- I, —t ,'---- "" "," I l ''',: ,,�;i ,j" 1 ._ , .fl ;, , .,,1,'P\) I ,. , ,I� 11 I _`1"I I A:� iAMICANBUIDINGS CHSE, ; . , . I DESCRIPTIONS ESC,R-IP� T.ION� 'r� I V�� A� E�..I, 'S a , , , , .-� ,,, , , , , ' � , � , ., , - , , , "j -�� I , T, l.,, 1:'�,.'., � " .' CUSTOMER: MARK METALSIRUCTO� I I I • LOCATIONS SANFORD, FLi', ,,?",.', BLDQ-'N0,t . - I --- � � , � , . 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T T UT: CURB DIMENSION AS:, UNpERSTO�D A E .; , SIDES ARE OU O 0 , - TYP SWING LOCKSET CLOSER COLOR LINER. TRIM LINER TRIM , ' :' '.(,.r QTY. SIZE E . .� r%! A .0 R: /�.G'� ,.' DO NQ f T PUR INS FOR• UR FRAMJNG' UNLESS RELEASED,' BY TYPE. �-G'G _ _ G GE: ` �' LU COMPANY (A',B.C.). CU L C B - COLOR 1 YES NO WHITE YES NO THE A.B.C. DESIGNER. MAXIMUM. LOAD FOR ROOF CURB, ;I 2500#.', ` . PAINTWARRANTY: WATER TIGHT ,WARRANTY: _�_____ 3070 T,___ 6070 MNL __ HG ,. _ . ' 3070 _______ 6070 M NL HG ___YES NO WHITE 'YES NO QTY. WIDTH LENGTH SLOPED, AT RIDGE .: ' UL 90 CERTIFICATION: ' • ••, 3070 6070 M __ NL � HG . YES NO WHITE YES NO - -- ' , . IF SSII: FIXED CLIP: SLIDING CLIP: - • _ 3070_ 6070 M _ NL _ _ HG _____YES NO WHITE --YES NO - . " TYPE: �,- �_�".�. ,,F GAGE: _ COLOR' _ _ _.__. ____ BA -, �'''! Q CY. OUTSIDE WIDTH OUTSIDE LENGTH MIN.HT. GAGE COLOR V �,, ,1'I1�- ,.,.,"2I "I I., -I I-�I",,1I:$�I ", I��1.;1,...,V� ",�,�I.:.�1I I :��',II�1-,"I��I ,I, ,.. 11 �I. I'I1'.�. 1II ,"�:��.I �'II ' -,, I , -�"II"��,,�I: �1,I1I ;I �..� �III.,11 l�.7� .,'(I. .�III �' PAINT WARRANTY: _ QTY, WIDTH HEIGHT- SILL HEIGHT FR WRAP TRIM LINER TRIM LINER TRIM _- B:) 18 r ' COLOR ,- r `, ,f,11�' YES NO YES NO 811 I 10 ,��I I:I� ✓� STANDARD GUTTER W/ DOWNSPOUTS 3C� ." FT. U.C. (MAX) _ ___ YES NO `(ES _NO - r' T0 I"i FLANGE BACK GU TTUJ/ DOWNSPOUTS FT. O.C. (MAX.) _ _ YES ____NO _ _ _YES �__N© - - TRANSLUCEN f SKYLIGHTS QTY, �-_ - - SIZE: TRIM: - TRANSLUCENT 4'-9" WALL LIGHTS QTY. ' SIMPLE EAVE TRIM _ _YES __ NO ____YES NO ; YES NO YES NO w -� '� ' / DELUXE EAVE TRIM -�� --- - --- - -- --f CLEAR UNDER . ___ TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION FACADE CORNER .,'UNIT , In� . ICE AND SNOW TREATMENT NO: _ YES _�NO YES NO _-�_ . , YES NO -YES NO - - - - "' : C .� _ �_ _ _ YES N O ____ YES __ N 0---------------- _ `� ' r, ' ,_ " "f GT�7 - F' 7� FACIA PANEL TYPE; GAGE: COLOR: TRlly) COLOR: _-�___ - RAKE ('RIM: Gt T �D _ GUT ER /EAVE: _. --YES NO YES _^NO - , DOWNSPOUTS: G%'a!- e -� FRAMED OPENINGS: _L!"� �-f%!� YES 0 YES NO SOFFIT PANEL TYPE: GAGE: ____� COLOR: TRIM COLOR: ' ---------- _ -- E - --N, CORNER: G757-P70 BASE TRIM: ? k':5z- p,'j0 7)q1&l - LZ57- 4I0 BACK PANEL TYPE: GAGE: COLOR: __ TRIM COLOR: __�_ ; MISCELLANEOUS: �r r�t ,;,- SELF --FLASHING THERMA-PANE GLASS, BURNISH SLATE �rA1V OP.�.�'�i eJ /�I ,,/I QTY. WIDTH HEIGHT LINER TRIM LINER TRIM CLEAR UNDER SOFFIT PANEL aOFI✓"!T ' • COLOR QTY. EW SW SLOPE PROJECTION LENGTH BEAM TYPE COLOR , YES NO _ _ - _--------- . ----- __ _-.__..-. � . ,' RED OXIDE: V_ GREY: SPECIAL: _ �____� _ YES _ N0 �_ _- y _ ��/�'�' ___ ____-__-- N Y: DOWNSPOUT RETURN: YES N 0 , -- , EAVE TRIM: TRIM COLOR: DOWNSPOUT EI_BU�NS 0 L STANDING SEAM 11 A. #14 x 1 SELF DRILL HEX HEAD W/ WASHER _ _ YES NO ___-- QTY. PROJECTION LENGTH SOFFIT TYPE COLOR GAGE ' ' ,° ' B. #14 x I SELF DRILL HEX HEAD W/ WASHER C. #12 x 11/4 SHOULDER CLIP SCREW - 5� 6 r ' SW � T" 26 D. #14 x 3/4 SELF TAPPING HEX HEAD W/O WASHER ..�iO�.%VERS riS °Y'/,,'z s __ __ , E. #12 x 11/4 SELF DRILL HEX HEAD W/O WASHER WHITE ADJUSTABLE W BIRD SCREEN SW-�___r__ - ZFI . ' , / , LUNGSPAN QTY. WIDTH HEIGHT LINER TRIM LINER TRIM ' COLOR DO1AlNSPOUT ELBOWS ONLY: DOWNSPOUT RETURRI: A. #12 x 1'%4 SELF DRILL HEX HEAD W/ WASHER YES NO B. #14 x �/a SELF TAP HEX HEAD W/ WASHER ------ - --- EW ___- w - 26 , .i ` ' LOC SEAM _ _� YES N0 _ - EW-....-..__--�_ ,• k., .26 A, #12 x 1 �/a SELF DRILL HEX HEAD W/ WASHER YES NO B. #14 x 7/8 SELF DRILL HEX HEAD W/ WASHER �" C. #12 x 1V4 SHOULDER CLIP SCREW ,.��..,1��"ITIONS %��, , / ,, "r : D. #12 x 1 % SELF DRILL HEX HEAD W/0 WASHER �__�__ YESNO .^.,, QTY. WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR °"'"!!o, YES NO .,...._ .....__ f �' -� r I . LONGSPAf�! OR ARCHITECTURAL ,�,�"' LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM CULUR . . A. , #12 x 11/4 SELF DRILL HEX HEAD W/ CLEAR WASHER - - ---- . �---�--- . ' . 3. #14 xa SELF TAP HEX W/ CLEAR WASHER --- YES NO C. 12, x 'I %a` SELF DRILL HEX HEAD W/0 4NASHER ___ _ .__ _--__ .. _ _ _ s' `'+ ., , ___ __-____-- _. --- _____YES NO ' SHADOW PANEL ` I, A. #'I2 'x 1 'SELIF DRILL HEX HEAD W/ NUT BLANK _ - __- _. _ _ -YES NO - SPECIA.JZ�i NOTES '�' B. #14 x Y4 SELF TAP HEX HEAD C. #12 x 1 �/4 SELF DRILL HEX HEAD W/0 WASHER -______ __ YES NO __ __ - _ ' ,' . ,- I, r-? THICKWIDTH FACE COLOR ------- QUANTITY _ __ RIDGE MOUNTED SLOPE MOUNTEf� ISCELLANEOUS' MA �+ IAL • NONE BY OTHERS BY ABC C J. , ,,,.�; . . J , ROOF _...._ _ ✓ - - --�-- _ ____ _ �9 1T ' � l f � .► ��'`"''£; _ ____ �_. _____� . - . , '' . • � ' ' • WALLS ✓ _________ __ ____ _____-_� T�___-__ ___�_.___ - QUANITY AT 10' SECTIONS LINEAR FEET CONTINUOUS -- ----- - , • ,- , . :' r RIGID BOARD: ROOF: WALLS: BEARING PLATE: ,, ,i, t^t t I,,' ,,. _�___�.__ -.L'�.ry ,�Ei� �(F �"4 '�, �� /��1,�df �% R`lISIgNS 4 i �, / ' Nq, DATE DESCRIPTION BY CKD EUFA JLA, AL_AEAlV1A - THERMAL BLOCK: _ BY ABC: _ B ( OTHERS: - (1 THICK ONLY) • , - QTY. TYPE ' 1, , �� 3 ,Y: A 7-,�- i OR APPRgVAL �C` (205) 687--'203, SPACER STRIP: (FOR LOC SEAM WITHOUT INSULATION) „ , DK-3/4" - 4" DIAMETER t� �f I8-fi o _.�r��.� % �� AMERICA�I"'RUfI.D(NGS f�QMf�ANY' f DESCRIPTICJN ERECTION DRAWING' , ,' I .j „ • DK.- 4" - 7'' DIAMETER szzr , , VARI�5' ; :.:".':'a', ",-1--I'- I, -,1� "IIII I '., -1�. .-� �I I '-.II-1 I, ,- � I C�..I,I,R-��II,'"- II I �'� , CUS-MkR' MARK , M , rAL'STRUCTURES-.,� AIRPORT DK-F 7 -- 13 DIAMETER LgCATIb,wANFORC?, 'FI^, ,',"' DRN'.. BY, GH'K BY DAtE " S, QU ITI<, ' ' J1) Nei. ::: S II �'T' 'NCt, , 4 b ,' - • . , - " e' " f { , . . - 'r - lY a' �� C Y � i (3 ---- - -------- TYP, PURLINS _ UNLESS A,-,-,* NO l E D 8" Z 150A, ►l�/ L Ifi CIL TYP. LAP)_ (TYP. LXP)' 2" X 1 00A. FLAT STOCK FIELD WELD W/ MIN. 6" OF 2" X IOGA, FLAT STOCK FIELD WELD W/ MIN. 6" OF Va" FILLET WELD TO TOP r A" FILLET WELD TO rop FLANGE BELOW PURLINS. FLANGE BELOW PURLINS. --_ lq� 0 ROOF FRAMING PLAN v -PHASE, V-A l • a Ei �2--) 4,4►�, r-o i B oa - - q, f W M.F. COLUMN -. r (TYP.) r \.. 3•b'� 0 CABLE--/ INSIDE OF GIRTS TYP. GIRTS I 8" Z 160A. AS N:rD. 6" .5 . 8" E.S. 14GA. (TYP. ) i r Q r r , v FIN. FLR. — \IN rr� tA Ile N, 0 CABLE INSIDE OF' GIRTSNI .� FI Wg 54- 19.1 v OL LL q c �t 8" Z 120A. 8" Z 12GA. 8" Z 13GA. 8" Z 130A. f ` I 19'-31/z" 19'-3Y2" 18'-1" 91'-9" 0/0 STEEL ,SIDEWALL FRAMING @ COL. LINE' " 18" N 5 5 i � ► I iINN,i � r IN i t � i NI r r M.F�TYP�MN o CABLE / ,� / \ FIN 1=LR_ -Ya" 0 CABLE -J � . . � IN i' [ lUo-ZI--11 / 2:2-11 ~' !f� i 6" I 91'-9" 0/0 STEEL I I I SIDE WALL .I%'.RAMING @ COL. LINE " 16„ PHASE' V-<# 18 16 „ � v,6 , 1 — 3 ..._� 5' OY16 _..__ i 12 6" PLANK W/ Y2� 2" CONCRETE - W24 OR W2 W21 X68 24 W14 + 24 24 / ter' 24 1 (12)--Y4"O x 2Y2 I r 1 fE 6 x 1/a A325 BOLTS (12)-3'a x c/Z' R BGA. PJEB W/ Y4„ / :� �1 A325 BOLTQD LA ol I I V 0,4 t� I b-- -- R6"xY4" re8"xY4"-- (� ....__.__ R -Yls" WEB FIN. FLR. fR `Yis" WEB ------ -� 1� 1 14_ � 29'-3" 0 0 STEEL s 0" CROSS SECTION COL. LINES "N N. 5P P 5 & Q.5" (0 � � cx � �� J - % � / _, iu /Zx I 29"",3" 0 0 STEEL 21, 7„ END WALL SHEETING ,@ COL. LINE, "Y' AS ►�_ N. ) ENDWALL SHEETING @ COL, LINE " O. S" (OPP I-IND. 18 16 12_ V21 00 �24 `t 24 12 --Y4"o x 2Y2" r f, A325 BOLTS -- W/ -Y4" It f�G �3A ---M.F. COLUMN I� IN? Ix6d M.F. RAT-R-` �w IZ.0 I I - m I- �K IZ.GI(-Z t`-�XI FIN. FLR,-- /-- 6" FLANK W/ 2" CONCRETE V t- A325 (12)-3'4"10 x 2BOLT W/ -Y4" R M.F . COLUMN - ,\ -'1 14 t4 12" C 11 GA. I 29'-3" 0/0 STEEL 29'— 5" I R I" I .301— 0" 'I -END WALL FRAMING @ COL. LINE ".N" LAS SHN. L ENDWALL FRAMING @ COL. LINE " . �5" OPT' .HN.D. � 0 PHASE' V -� (3 (3. 20 (�j Dl `:..:J v . 5 O .5 C� Q. 5 91'-9".,0/0 BLDG. G 3 /---FIELD CUT / PANEL AS REO'D -../- - /_ _ /. _ -ROOF SHE E TING PLAN PHASE V- 14 REVISIONS EUFAULA, ALABAMA (205) 687-2032 AMERICAN BUILDINGS COMPANY NO, DATE DESCRIPTION BY CKD FOR APPROVAI. JA Fo P11-0/111'�5;7_,CWK, 7-1014T PNJ e 69:4 DESCRIPTION ERECTION DRAWING., SIZE 2V-5 11 x 91'4' x 12'-0" E.H. CUSTOMER MARK METAL STRUCTURES T (STORAGE) LnCAf ION SANFORD, FLORibA WN 13Y FINJ CWK BY JAI DATE -7-�4-- 15 whoffilm, SCALE NONE QUOTE JOB NO, 11 —4178 SHXT NO,:, E of ISSIJk t 5 z T i 91'-3" 0/0 STEEL SIDEWALL SHEETING @ COL. LINE " 1811 17 V , t N 2f , Olts t AP I PANEL'l- AS"RvE0 I 'D DRN BY CH'K BY, DATE, SCALr QUOTE JOB NO, SHEET NO.." ISSUE 'NJ JA 1. 11-14178 E 15 of - _ 1 L - N G. -__ MASTIC . - ROOF FASTENER 6�PLANK ROOF FASTENED / 2" CONC. „ - R 'W r ___.___.___ _._ ._ .._.___, STANDING SEAM, MASTIC -AUXILIARY RAKE FLASHING SAVE TRIM FASTENER #12 FA � ROOF PANEL ..�'� ,-.___.-._.�.�.. PANEL CLIP' & FASTENER -.._--- ��..�" _ � FASTENER __-----�--� - RAKE FLASHING -� , �� G��G-1 RAKE FLASHING - j 00000 GUTTER CLIP ...-_.."_._ .._.._..__\ - ``" ---- , W/ MA'StIC UNDERNEATH - STRUCTURAL FASTENER ~'• \ % --- STRUCTURAL FASTENER STANDING SEAM - STANDING SEAM ,,� _ _k.r..____---• - - - - ®' �.-� ROOF PANEL CORRUGA110N - �__ __ - _--- rr,» f� ,,' ROOF PANEL _ METAL %' ,-;'� SUPPORT CLIP' � � `+� �'e STIFF IE. - r -x :_ __•, INSIDE CLOSURE -- _. - -. �G.' _ _:- __ S. & F.S.) uzRAKE CHANNEL - �,._ - ✓_ -_ RAKE CHANNEL - - - FASTENER -- -- -- ' i�•'-_.__-___.___ ROOF FASTENER �,25C. I Zi.2 G IZ GUTTER CLIP ---_--_._ SUPPORT I \ i i ,.✓ RAKE •'`'..._...______...._-�__ V11Ai ( C AC7L-hIGC} I a ,4 i • r , fo' " i 4 ',�"', •, gin, c A l ,,fir. •.t:;•:, �,, P''' "4 f t '1 " ,i •. ,l fir. + +,+ rt• 'irl" u 'n' r .:fit 1'�'i{'• ;�•;'e i' ,'S• ,i 't c•i _ tf t. - ct t,' Sri, t r ( 4 k to I �'r• 1�✓ r •F GAS' `. a� 1 - :1� p t A i :4e 1 .'1 . I - 'i' ors- •',' J S' .f° r I" "E, r (i 1� t 5 Ill' "` 'el.tY` - r ''t r✓ F , ' a' t 7 •,r, t, ' r .. . A - h, 4 , 'i • I I t• 1 t , , t'•y ,, I t i• • a .a i 1' 4 1 I , IN opho / r 7 1 �•-�, 11 / r 't 4 11 , r ✓ ,l / ,t r t l 1, 0 -- 0 ) 1 �a ) t , , "' a F' a r , _ / „ / , �15 / 1 '. 5 __ -a _ 1. ° i. 1 7 I 8 •.� _ 15 70 - _ J 0 7• 1 rid r , V' J , r' 'VASE III 15, TO I • [) lS I / `1. 1 a i C I WER�'I " r PHASE IV � OPPN TOWER ' „ � � .N � i,•I �� V �:� I',1 �'j }"`',j / / I I J � I 1'� '1'r' :�'- �'1�`.a TOWER, i _ . ' �'f � !.f �J_ -._l Y-� f�,i_... y•.,. ,'Y.-'- _ f?(�'` _ _ •.j l r (ti � - �. '4� /// r� � I , w— N 1 A — _ _ — , Qu - f 1 ;J 4 »co — �cp —_ _ _ —_ __ b�x •__'_T. w~ — php o ~ �� TM �M U'�' wcol , � •�,._...._.._-..../ _._.__"---• -.._-��', �/` mow../ �,•.._r�'\ ._.� ��, I I ', , , ', �4� '^A _ .� 1�� BOTTOM OF'BASE _ _ '! . THiS'-AREA ARE 2'� 2" 30'_0"/3rG� A ca' I BELOW F.F. W/• 2 GROUT ' BOTTOM" OF BASE fP'S IN THIS AREA ARE 2 —2 ./ 2 BELOW F.F. W/ 2" GROUT I 1q �' p 10 I ANCHOR BOLT PLAN AMERICAN BUILDINGS COMPANY ASSUMES N0 RESPONSIBILITY' OR LIABILITY FOR FOl1NIDATION;' FLOOR OR I _ ___�__. BOTTOM "OF BASE f2 S IN , SLAB DESIGN OR CONSTRUCTION. .. " . THIS AREA ARE V— 10'/ THE FOUNDATIONDESIGN SHOULD 8E DONE WITH .DUE REGARD TO THE SPECIFIC' SOIL CONDITIONS PRESENT, BELOW F.F.5 ,. ' AT THE ACTUAL' JOBSITE. ON/ 2 GROUT ' 3. FOUNDATION -MUST 'BE DESIGNED FOR THE APPLICABLE''REACTIQNS AS TFIEY AP�pLY•'','f0 A PARTiGULAR BUILDING •, '. AND' MUST BE ADEQUATE To 'RESIST`'ALL OF, THE CRITICAL COMBINATIONS FOR 'EACH OF THE VARIOUS' QONNTiONS. THESE REAGTIONS REP,RESENT THE MINIMUM DESIGN LOADS 'TQ ',13E: RESISTED BY .THE FOUNDATION. REINFORCING: :OARS, WIRE MESH, .ANCHOR •,BOLT SHEAR ANGLES, ' `' TIE' RODS AND '/ OR ' 1-1AIRRlN5' (HOOK BARS) 'AS REQUiRED INTO THE, FOUNDATION DESIGN. ' THE 'HORIZONTAL THRUST AT `THE -COLUMN" BASE ACTING IN. CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST"BE SUSTAINED BY HAIRPINS; TiE RODS, '' BUTTRESSES, OR., OTHER pPENDABLE MEANS. 5. COLUMN FOOTING -'SHOULD EXTEND, A MINIMUM 'OF 12' INCHES 'INTO' NATURAL SOIL,', OR WHERE, FILL IS USED, THE K ' FiLL MUST BE PROPERLY COMPACTED •OR ,THE FOOTING', SHALL" EXTENQ T0, TFIE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT I,EAST'6 'INCHES BELOW THE LOCAL FRO , r ST LINE. � 'BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB.7IUN JOINTS SHALL EXPANSION IqNOR CONSTRUC, , , ' r • I T -F ,,. • THE roP •oFTH E E F U DA I ON 0 R Lo ORSHALL B . R U ARE ,' "LEVEL V EL ' AND SMOOTH. OQTH• ANCHURBa S SHALL BEACCURATELYSETT0 A TOLERANCE 'iNCF0N DIMENSIONS, SPACING NG0RAN. INDIVIDUAL DUA L 3I A X �� COLUMN.ALL OTHER DIMEN NSSHALL' MAVE A' ,�'1 'INCHTOLERANCE.' { , , , r . •�aS ','• , + i , , �1 . . , •',: } 1 ,;1 I , +t T 8• , CO LUMN a i_u N RA PL ATES LAT E _ AR E, =►: DESIGNED I E E GN , 0 D NOT TO'EXCEED c+ EXC E E TH E E ALLOWABLE 'Q E BE f� L A � RING • STRESS , F 5 CONCRETE BETE THAT rY '1 T T HAS •�' ; MINIMUM A 1• I)M i COMPRESSIVE M 1� sr N T R G H t E OF 50 5•' . e 2 0 .S. A , i, T 8 2 p , 2' h G. o 2 0 , ,, • ' UN LESS L EsS EXP L CI TL (NO TEDT�DI T JHE �SE ALL EMBEDDED E DD D ST RUCTURALT URA L STE ,. L "�I CLU iNG , ANCHOR OR .SOTHER L�I x � j1 iR , .4 7 ' i .. ' {. ��r' ' TOR. / CH R BOLTS AND -HALLE'U PIED BY FOUN�ATIOC0 AC AN SHOULD AS S 0WN'AN - CALLED FOR/ .UDING PROD1a. QUANTITY. EGTION FROM CONCRETE, DfAMETE J � R ..�• QR to 5� „ :4c,r9ry� >0 ' , , , , , , I , , , 1 1 , P• F E , i EMB EDMENT T ED E N OF'THE E ANCHOR F R � 'i C 0 L NOTE! i F S' N T CONCRETE `i�a, NR , E E I E , 7 5 TH E R P r Ea 0 SI T C} 13i �. N F Y 0' T U THE FO UNDATION ATl '�,� .y - UN ,1 •�'� , 0 , DESIGNER. E UN R. HE R A E ,A r,Y REAC TIONS C"ri U N S ARE C ON :-; SID ER •D E TH E MINIMUM , NIM u M LO ADS D T � L S TO ; ` E DEVELOPED., r ° VE E D Ba•r�raM F . a AL L A LB , li le s t "s. 1. 2 „ NCFI 0 to R B T S l- L SHALL A Q L B R 1 E A E , f _2 , M A3 7 BELOW"FIN, E FIN. F ,. 0 L R R' EQUAL, A I L •.: Q L IN,'ORDER R R DE T 0` 0 F GNOM "f R ,a A , 0 .B .C. , ES! 1 GN A SS , B A S D •T UMP'f 0 N S E ON H A LLU E.: AL LOWABLE L E STRESSED , E55 I D E GIV W N i fd0 N _ GROUT 2 U �. THE UN AI UNL ESS a N I G N S 0 �1•" MANUAL / NOTED , M U F D L O T EE S l.° . CONSTRUCTION.,' a . Tt `. STR C ,N U ON. !C 1, A I` 4 , , "A M i N UMUM TH D LE N .T H '1 4 ' NC H LE Sa TH AN N THE PR OJEGfl OV. PR OJECTING O J C TI NG TH E H EXCEPT,1/INCH DIAMETER BOLTS LOCATED ATE DOOR HAVE PROJECTION ' 1 INCH., ALL BOLTS LET SG SHALL HAAs L L1x''ALLAN HUR BOLTS SHALL PROJECTION (UNLESS NOTED) ABOVE THE CUN EE BEARING SURFACE, FC HAVE, OR o•rHERwIsEPRoTEcTED PRIOR TO COLUMNERECTION. D e , - •. Jy: •' � .}(I : i ,tI ..i' 'r ` , , 1 , ., , i r ^s: ,7- 1 j ,f I' r NO TED. D QIAMETERS FURTHE ENINGSSHALL RE 1/21NCHD!AMETERUNLESS 0HTRWISw . ANC OR BOLTI r ANCH6a LTSFoR.FRM DOP PRI ARYFRAMl�AD•E DwALL FRAMING ARE DE QT"DATRESPEC RESPECTIVE BASE P TEDE DE TAILS LSaRUN'TFE BOLT PLACEMENf'LAN. r , 1 �-r `1I ' ',1• , \rl ` `r , , _ ;yr n•�, I rr •C 4 r, v.. . JJ 'Iµn {r ,J• R { .,. ♦ !t, .. a ,i+ - -` �'/.?;' ,:'S? � - - - '� I' a 1 �- S T , I- r F' .11 o" Ili I) 4[Vj" A y 'Effloz REVISW AS NOTED. ✓� _ 2 T 2l _dry �{ DL + LL _� 5 _ REVISIONS rl _.. 5 N[7 2 RATEDESCRIPTION.,, .. ,''" BY c;KIJ Et�JF�U"I..A A - L -+ LLABAMA _ O L 3a.7 DL + LL 9.8" ► 3.6 5.7 A 1 v/9 FOR APPROVAL T J,~ �. 2Q5?--Q32 ., _ REVISED C , ) ... 1, d�9vI"�, FOR APPROVA .` I: D- _ T L •WL :; A R i l• " ME C i. a A' 1 BUILD .(''S , 7 3 � A 'I DL + .� WL ` J 1. �• , `ik r'1 �' r lµ j Y / C� D 4• YMb� W .� � / �N t NNIA'T �..� •,r -Q S R ,.P T ,J C I C1N 1 i ERECTN,: Q �I WING 15,2 10.2 �'- fZA K' srt* : , . VA 'i S , r .I , ,IL , , s, � a 1 .. r .4.—rc ......i..-:i , , rt) ` B Y , SFA O.d ;F1T TtCJ E' uC I' • �o CI rR C MER• 'MARK'�STlESiB0 T5lAa r ANCHOR 5, /� NMAX,AXREACT ATE- TYP r C MAX�� ASEAT ��S:(Y� S E� �AXl NAN H R � aN HaR c ,1w� Fn •. 'Na l* I - S E E N fJ r. I. :t S ,I EA 1IGT . 1 , N `l 7 1 , t77 t.i 1 , { i• M' , r s. , , rr, l' t •1 , f t t1 !( ti ,1 i • t: S � ,y r < t Md,a 14 -- 8 - I - A 1 I� F" •s r i rr ) �(" 1 i)' A r "yry rit .t ,•��.:.; ;..J' ,,h"fit 1, 1• i '',•• ,: s : ,' •tit•; ,^n+' '+! t l 1 Y"` r' is � , ''•l ' E" r . •i p Wf I Y'• , a'J y ni t° .•i" �j J ^Y• . '!Y . , Y f `l �•Y I a. rt ; Qi �., t 't t J r T' f! t A r•.. 1 , 2 r r 4 I, , YI Ji , t 1 �t 1: 1 v 1 r`" „ . 1@15•, t 1I 1 >' o'Q , , i tit N , f 3r a 77 , c� . r 30 77 I 15 '� , iJ n p' 15 -0 501rJ F, �C N f ps , 1 �-8 r 1'' 7 I 5, /� ♦ f•J , 4 9 1 � 10 0 r „ . I , .. i ,_._..•�,r.«y,.n.J'1._.,oi4b+ww.+ 4 r '� ,. . -' ' , , 'r:' Y''}'.� IVI '-,g ,1 .. 1 1 r I 1 r I ! HA P I .B SA IV / r 1 , 1 I , _ f d �4r � - r I •E, HA ff x 1 1 P f/ 1 Z 16 i. GA. , •1 r .o , r r , r , `I a ,8 6G p r A. 1` « �1 / 1 A. ,I I , y . 4 • � yin 1', f e .. 6 / r� I M "t 1 . loc4 r w r l:' l ! , 1 � I ! h IMF rC f j�r�Ijt �l' 11 Sl t/ ! .1 YJA { , I J TO rl x 4 I _ _ A i ( 1 l N " V x 1 / I �% .i A. T1Ti r , A j A P f'•� hJ 1 t r' Y - 4W OPEN �y ,v V I 1', • I 1 „ 1 } N 1 i• � f 1 r l 1 t ~J , I � {F Ifr�p , Cl A' 1 « t ! ,I t" } 1 1 A M 15 Goo I GA. . w I 1' r r , 1 5 . TYP: � r a► I , t' rl �. Q 5G r u� 4' •r I �� t 1 i r' Q 1+. / , ".1 r FF ! t� i L / r _ � 1 .J � t A. I s't X r^ WO------------- _1 S-� 1 2x 4 . J 1 _. 8 0o p�y� I �ls�,'-��% / �,j ♦'�`,�, %"8Ll/v � �•/O y i •i't' , . Q '(� . ,t ` PURUN CUP w 13z % i. ez /ra +/�• Pi r ate`' z t? ,�/�/ •,,1j{•.' ,� :�r�! r API , � � ' �, . �' :.' I , . , - - I ' RAFTER ---- , s --«�-' �.» ,. _,v.,-..___ •, �.'�' � s z /�a �" /M � �I _.,_ T:I (T {p. U.N.) _ qx aft T`rP ` -P1u5aI-u04s uµ. $-._Z Y16GA-: ._.«. - -_ _8- " Z 16GA. - ` '1'y r , A. 66GA.15, 15'--� 1=C"'_0 _ _ 15' Q" �, ...•'�,,�..,' w'�. „ AL: P��. w�. .�T��. R CJ CJ � �' �' � M � N G F' � ! __ _ ___ . _,. az/�- p U � z/� -��, o „ A I V 93;-6,t ol AT HIPS - ____._..�___._. _ NOTE! `FI�LG�ALL PURLIN CONNECTIONS ARE GLITYKE • ' - �l��.C> G(:I F� PC•'lr�� ' H1 F'��, ' . • ' ' 47 ul 02 -, �I�I.P �•W"t' � G*'KI�.L_�t1�1•IN� ,� NI�� 1 , , ,, .. � „ ,� , 150'-� pi, �,:..✓ / / a 01 Q , @ (D _ 30'-0" 30,�p,t __ nr.�1J ._.._.-_.,. _--_,,,..,-.- -- t �...�__..__- w-�p'`�I/ _•----._-_._ .,. _•_-_-_..,_..•,.-.-_..__..,_._ 30''—V" •� 1 /1 i- ' /•i JJ I /) I U ._.:-...._,._-_,,. r.! I' 1•- 'tlti 15 -0 1 _5 -_ 15'--0" 15'-Q» 15,^0„ - - - _._14, -$11 " .. 12 - 9_ ;;�71 PHASE IV 1HL 1 i trTOWER OP e EN TOWER )0�CV ,._. I / i � 1 �, , �� i+ { i Vt y ► .r 1 �r q , ct� # 5 ____ »____ T _____M____ __ _ t ev _ _ _ /I D �..`. g—o _. `. 15 --0 RCICIF' SHEUINC PLAN «__ .._ 10 (D NOTE! PHASE,,,, „ ALL ROOF PANELS ARE "LQC-SEAM" PANELS. REVISIONS NO. DATE DESCRIPTION Eu�l�u ��'ALABAMA A f��,~ F'UIZ' AhRROVAL Gmy. I • • , . `w _ " '(20 ), 687�2032, AMERI,CAN'1i3UILDiNS'' COMPANY;, J)ESQRIRTI[7N _ ERECTION'DRAWING,, : la 4r '; DRAWING „ SIZE' RIES CUSTpmER MA R , R , r ;M A STR i , U RE .AiFiPQRT 777 LUCA�IpN' T :r EA QR M+7 . w I1 n :M B `T C L , .S E Q u , r-II J Ir` , 'J N 1 A 'S I H EE "N ° , "� . , NN Y' , r 1" 1' � , hh , r 4 r„ t r . I , a 1, h f� , ( t i 's, r • .i. 1 M i• . _... ... .., '> 1. ,.�.•" L". „y { I \1 ) r, tit - - - - ' •__ - - - ,_ - - .«.:.. -... ._n _s:._ _.�,___4.._- _.. __ t'_�r�- (1 _ _.iu-�--__1 _... �.._ _y.._.-_._ _—a--i—__.t,__-_�'..____-, y e�'.4'f__.,,— .i__„-ul w�s�___.1 _._._w_,_ ..�-tee_-_�--._-�_.._.-_ ""___ •__:� i" ' Mir k. 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G• I CRI PL,EO BEAM TO __ __ 2lrw -, I , ( _ �' �,•-;;,;>R.� � . „ :-,.'•' GRIPPED CATCH HIP, B ,.... I?, '; ;:..:,:;: 8L�fo /5.2 ;!►.w ��^ ql' .�_, ;, �ATCH'NIP:BEAM,. i` ao PURUNa _ _ .�k:' �[7 p� �371F&� 5Az __._ .,.... _ . ik PURLJNS M•."S�JG°(1 „!A •l OrIc�' 11fl � � II � ' ,I- _ ws x- 'G; �, r y CABLE BG�i l,!vI'PIc L /�o. -*- •,Y+ ,CAE3_..' NOTE! : __._ A-325 BOLTS 1 t .. �, It „# --� �' ALL PUR A. i .1 _. _0 - -_.0 0 EAV - fN'S ARE 8 Z '16G " 30 �.8 ;Q 4 EA STRUT T „ 9.5 -zee ,!�_ s RUT �. 1..�__ `� r, �? •.. ,, � ,� _. pURLIN CLIP q 4� ALL PURLINS ' III AREA , • ' �., aa) � /_, / , ARE FIELD WORKED & �GLI�S • ' r , , . ;, �. Z (o gyp FIELD WELDED PG RAFTER — C^ �. p F n Q "q "\ fRAMIUQ. 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FOR APRROVA�_ CT,: .,,1��` " �- ~T 2Ci 687�-2032 q-l&- 95 Four ColUy7 P AMERICAN BUILDINGS GUMPANY DESCRIPTION- , ERECTION DRAWING r elrn.,:y+- rMrM1+w.:nn ,x.rv,+.. ,Jl.rwru^'a...-..-.,+,.,+ro,+.•..,••e•a.+..-+w•,•++_.,._ ,.,R'Y^^"...,..,rw - - + - ,yr.....w �„xF+"` .,. +• ,.y,,,l�,c•r a+,tar,t.«,.I„a,..•��,.avt, •yy „,,,,«w.a,nn.,...„. l '} S VARIES J r.�... E L �rS ��..V �.� � t� .'� ' �, /ram+ � TOM MARK, ArRPoftr ' , MARK METAL JLQ A'EION I V !�, �l" A R FL. Y f k ,; t{ , ' _ - ., .. . x �"�"_-rw,.. l�.'» ,rM_, F�e• ,r' n '� T��..I'T. a t �:T..',�-+'+r. +."w��vwN! ' .. .+♦..},.�Yw�i'.'..-ern.un•+swf�r% ,_- s_+n+e..+�+v.r'�+nw/h�n•� i'• - � - •4.••.,.r +..+'w"'"..rn.yar^✓ by 4u. ...•n+' 1"'tr , r,,:,.•+.„a,w- r,,'^""m n , .,-, . F'MV , C1CvaF -1 ;, I. SlC DATEESCALk k 3Y QUiT N '7 1. 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(. 05) 687 ' 2U32' C% I ; � .IRECTI6N �-' - AMERIGANUILDINGS, : CQMF'ANY , J, - s ' �,-,; :,,,,' ,,,,II ' ,.�: ,;I ,,, .' �.� ,, 4 1 �"- ,,� ,, '; "' I,k �,, 1,, :.�/. �- I.I _ �:., ..-.,. =I, , _ _ .. .. x _.. �. --—DESCRIPTION . y -,I 7- -,I� .l,- I ,, 1.�--�II, DRAWING' .I 1 SZ vaRis - �. -.I -' 1", 4��-,,.. I,- . 1 •ICY i' "ad :5 �"5'`' 'r � I "11N ,% ,, I,I,I, 1, � Ih I , ; :q� ' I.,. ' �, �-, � � - -.IH .�-II � , -� -,,,I c�UsaMR. MARK MiAI',S'rU.CTl1RE5 R .. ., AIRPQRTr .. ., , - '1,, II- �i '' �",I�� I,� Il � I '- . Il#� I'," � � '."!- �1 I, I I . �,1J--, .-1 I � r �1 A�I O1� ,-,, �-I�, F. l'� . , S ?,-. '4�', .1," I - �lI'" �,I 'joi :,� u rr I',>�', �,,�, :- 1��: ,, I,�I ,.. _ .,, :� . . . . Ik. I1I .,- I� . 1 I I - I,�,. �,-I3 I I-1 �,I " I' I�:- -,, !� " -., " '" - I-� ,..•�'r,n.;s•,�n...yww.' I S,r' 1,"� . :1 ('�/ U�/ 14 eM1 0.'1`r• eft 1 7�AT .I I 1 E �*�I,� ,,I (+/� C' '�iVt} 4� �1(��ry Lf'14.17G. 1^!p �'"� . , , (+ Cam+' ,y��-{ -s? ". 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SHEETING ELEV, @" CaL, LINE "8,7" BACKSIDE SHEETING ELEU, COL LINE "C,S" (BETWEEN LINES "8" & "8.710) BACKSIDE SHEE`rING ELEV, @ COIL, LINE " .5� (BETWEEN ,UNES "13.3" �c I"14") I<A 6 / dL PHASE V REVISIONS VAFE QESCRINTION 13Y 'CKJ) Z101FAULA, AL.ABAMA r A , l.� FUIl APPROVAL _T w;',' �� _ (2Q5) Q87-2032 � CC�h s AMERICAN . BUILDINGS COMPANY DESCRIPTIr�N I , ',. ""ERECTION DRAW NG VARi . , 1 �S- cusTarl�R MARS METAL STRIJGTIJREa AIRP.UR�i' <'r r� e K _ A IQ .r it G 'Sr r l ` �A ��.s"" L. _ r , 1 I , yy / G 7+ t ATE,. r�u T N �I' r c. ;$ N' �' t E'. c � E �' s EE �❑ ss rr N' f t, J�J �( . I7 ql m.P ;1 , 1 tY l , r f 1 f r I`� 4 :•I r , u' ^Y • a' r I' 'n rl` r' t 1 .:;};fin•' ,' ( r f Pa i a , t" r •r � fp r +', P 1 Y, r i fti. 1 0` r '"E v I . �'•S, t a 1, i. 1• • rI- , Ai 1•i ''i _ '1" .. „fit} ' i'• , I'l •fit 1 • PI t'` v, . dK: !•.: , '' `1 -4 'S 't' 'r'' - ,. 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FOR APPROVAL ..G�t 1a2Q�} 687-2032 , _. -_m_ I1,; ' >' p 9-/� 95' Fr09- COW,7-(�C:T'l�)I-J r f3 ` AMERICAN BUILpINCS COMPANY ,: , , - _ . , 4, DESCRIPTION ERECTION DRAWING :•'' i. `:;, ;; - ' SIZE , 3p'_1Q"``x'`' 1.5'- Y� x 3T-Q" �.H. , . „ �-LI , ' • , , , - CUSTCIMER MARK. �iETAI TRUCTUR SANFORD AIRPORI , a A , x� SAFORDFC: ' , _ , •.i ,' . . . t ,', , ra .n� R P `� 1' Y C H t[ Y- ? D F, A i \ S E C I 1' Q O T E Y J I . a f1 P t}. s F IE:ET' N f7." s' f IS ,Y ;r - u 1 'F' ;,• A LLFF (, , t tl � _� 1 7 1 I'• 1 40 :s u` 1� ,1 1-, 3.• ''ii . ;' - _ "l'r 'r! - i f• _ . % - i•" - _ , , , , .� _ �s . 1 } , ,v .. ,. - Y' . r •1 - t x 5^' i. ' xl ;, ' 'fr AjY {' . 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I � / z - I , ! � , I , ''. , � I . / ROOF W8 X18 , -_ ---- STRUC'nJRAL 11 ` .� , , . , , ,�, , " - 11 � I . � \ L ----- :- " I �,' , - , ,,,, , 1�� '' �,!, �. ,, � I : . I .. I \ v�� , � . I I I I . . � I[ 11 . I / 'I , L" I I I 1, � I" I - � I . FASTENER- ,—,------ ,_t< SECTION I 1, ,: 't r,�,' �'.. I '� . 11 1___" ------------------.,/ . 1 12 -J, , I , ,,, , 1, � , "" 1__ __ __t/ I ,____1 I OUTSIDE CLOSURE - ZEE CLOSURE W/ FLASHING ��, �' . . , .1 :, "' (0, 5 x 5 x -yie " I � �, . I I 1. ___ I ROOF PANEL - \ I \ ,"I.", '.. �, I i .�, *� ) _ -,--.---] 'A . - � -:.' - �, �: I I I - ___\ -.4, - �- " , - � " � ". ,� , '11, '.,. �,� �, � \ - ...1-1 I , � ', '' . . \,-::f�ll _< ) , -1-1 I", _.. �, 11 '- ` ` " , I , . I � I � "I 1, ., I " \ \ � "ll, I I (FIELD CUT AS REQ'D) "0,// .._111.1'� � I t I zt._ , / ,�, " I . ' 4 : " , .1 � �, �� rl,� , , . - i / ". % ,,,��4 , I :.: " �' ,, , , . ", .�. I I . \ I . --------------- STRUCTURAL FASTENER I \ XIA I------ A i 11.1- - I . 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' 2' 2b�F • '° 1,.; Y ��MAA` "`�--•-ROOF' PURLIN k -MAX ' ROOF PURLIN p ;^, :,1; " r • _ ' 31/2'o ,11 13.4 .E 1 168 ; f,, r , , 7/0"0 H01 ,—_ (2)-#12 FASTENER (TYT.) ,'�,.---"--- (2)-#12• FASTENER (TYP.) „ , , ,( CLAMP ,r'', ' ' FIELD DRILL O� � O- ' %...7$ 1' 0: $ 2.1 , ,1 1 , t, �° OFF 2 Y+, B01_TS _-f OR 2 Y�' BOLTS 3 r ` 35 ,;, I 1 I , r I FIELD 'DRILL' HOLES ` NOTE': LIP MUST NOT . FiELD DRILL HOLES 14; -,_2,1 x 2qi x " BE pISTORTED 'J ''�, . _ " " " ,,' 'tk., Vs x5 6 LANG 2 x 2 x 1� x ,G LAND 2�/2" 5.79 7.9 1.6 I' 1 99 'A/hl!i.'i4. .. • I , �r r ' ANGLE. MAY BE OMITTED `WITH ' ANGLE. MAY' BE OMITTED WITH „ ' , , W O,ROD HANGER HANGER LOADS 50 LOS:'OR LASS ROD.HANGER` HANGER'LOADS 50 LBS. OR LESS I� ,� j 5.1 1,Q �' 6 5.,, 5 ---=`—""" 11/4 ' 2, 2 7 2,,9 0. 6 1 1 36 r ;``.,j'f, I '• , _ r n , , 1 it 1.682.1 d. , , , , , , , I , , . ems^ rn ;, , , I 'I' .. 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HOLES _____. , - w _, _ 11 `.I }--"--�`TYP. , , I - „A„ , 15, t . , ,' ,, t �- - r , ' _�-_. ____ __.__._--- 4 _ , - ______.__-�-�--___ .- _ ____ __.-_-_-__--__ _I-:___ - _._.,__.._.___ J__.___ .._ .__.,-------- .--- -I _.--_-_ , PURLIN ROOF PURLIN_' _____ __.. -- , - ' , „ e , , PURI 2" x 2" x ti13" x 3" 'LONG , ` J�_�- )- — _iN ',%, ,,, ' • ,, B i, I I,I � ". I , ,�, ,�II I - I I I I , _(.)- I. . , , ,___, I I II I �' ' I .1.I ' �:''I" .. `,. r ' ' , , , ' ,.' , , - 3"O ROD HANGER r ; ', , ___�.. ( _ ---- ._ _I I __...-. __ ._.__ ___- ' ____ _... ._._. I .� ___._--.T{-I, _-___-__.0_.__...,.----_-._„_._..,_ 0 PURLIN I /I I I /I 7I II I , I I , ,, � I �I �I I , I I I I I I I I 11 . II . � I ,I II� L"I I I � I I� I , � � I I I I I I .,I I , I I� II I,I' II � I .� I � I �. I .I I 1 . � .I I I II I II I eII I I I c, ;"`. , Yi'P t , r , 3" x" 3I I � I I ! , I I-� I I � �Il I I . II ,,I I , I I I11. 1 I I, I � .I " x 5/1s" AN'I II ", II'GLE ' „ l II - SUPPOR III %�I I I,,. ;I I� I I 1, I IIII II ,I� , I ,I I I'' I I I , I I I II 1, : I� ,. ,I II I I I I . � ,II I " �" II , , ANGLE 4 ,I �1I,I , 11 I',, , '� III'�, ,,, "--I'�, '.�, ,, ''. ,I" ,, I,,;:"��- � ,�,., � IL,,,��,� � .,, ,.t�,,,�I I,, .. �, 'I �, �,,,I -I� , . ,1,,,, � 1 I p I ", I ," " , , ."%. 1 � .11� � ,, ,�-, ,� 1I, I '--I t, , ,, I .,, , , �. �C, , "� , , , , I I � , �""I, I ,I, ,, , ,I", � I ,I ,I��p I I,, ., ,� , �I , I ',,� ,, 1I �� - "� � �, , I, � ., , I , II I I" , � I1, I, , I I, , I I I I , I -.� � I11 , . II I "I . II I, I I, �, i�� I -,I II _._ __.__.._ __.,_.__._ _ __.� ____. __.._--_ -_ ,._._----_.__ .-__ ___ - _ _.__..._,_..._. .,_, ...._._-_._._-----__ _ �.�_,__(T P )_ - _,.___-~5 �___ _ 0 PURLIN ,�11 I I . . 'III I I � I 11 ,I. , 11I I I I I .,,� I ,I�� I , 11I� I II - I I I I 1I1 �1 I III� l. 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NCB , r , t, SPH-r , , , '. ,1, „ �) , 'I 7 ' -i 4" 'I I ' .. .5 ".J. .,i �. .t , r !q " `o """pte 'A. e �,M I I ,fitw Ko 'i -fV-k 0 �j "11, �, I �'� '� , r 90, l, tv" ""t 10� 1-4, 0�1� 11 't,4 •d 't plx,i� "'Z 1( j WA V, 1,� t 4 .t- 4 is s0, of e .1 "1",sr 1 tr 1;t i Y f�l % pl� y i e "i" 'rC ri ETC'Tl ON 7A) SIC, ERIALPE -i"R, "r SAfcIf Y IF4 r"AT B F, I -IN t,777. .. ..... 77 kIfrr ,1 Y lt; I PRIM RY F RAM ING�'ISTEEL r rr, f' c T_ T ,DINO' 030 "TO THE REQUIREMENTS-,",OF'�A8TM'�,"', LOWING `,�QRIT , -TQ,COM FOR:,, HOT---�ROL' ERIA' `STEEL AL':SECTIONS,- SHA� CERTIFY, THA HE,METAL, BOIL 0 ,JHIS I S,, TO,NLNTS�AND'�'QQ STEM"' sy t FURNISHED, 'BY",,A.6, 'ARE,',DESIGNED' PLY, WITH JHE F ED':',STR0QTUR CONFORM. SPECIFICATION A-,42,i,:1 DE G A ...... I I �l, E81 ON 'LOAD S', AREi Sf WLoAb, �O'MIJWAT'ibN S 'ARE: Q M L,", ''BUILDING AD DL,, P -TEEL,', FOR -BUIL:,T'UP,,'S,�CTIONS SHALL,,,' CONFORM, TQ'QNE` OF'THE- FOLLOWING: SF,,� METAL LQ,AD,' FLANGE 'AND " WEB "'MATERIAL 'SHAL�` MEET AS, APPLICABLE. THE',�PHYSICAL A'NQ' CHEMICAL REQUIREMENT 2 10 PSF COLLATERAL, 'DEAD LOAD, ML 2. DL!,.4 sL.'+, w OF' ASTM A$72 A$TM,A(307 GRADE 50' OR''STM GRADE 50., •GRADE D LL,,,: ROOF:,LIVr,` LOA 4 WL` P$F DL,,, 12 P,SF'� FRAME-�,LIVE', FLi,`ANGE'ANDt PHYSICAL, AND CHEMICA�,* �:REQUIREMENTS OJAD; ".'LL t, 4'. `DL' L �,,�,"6,5,`SL�+ WL ML' ''OROU WEB'MATERIAL,' L TENSILE STRENGTH $HALL, MEET A$,,,APpLICA13LE THE' PSF,,' NQ'S'NOV LOAD,, Pg, DL, + SLI� + 0*'5, ft M L 0 F ASTM A�72 MODIFIED TO',,55,000'PSI.'MINIMUM , YIE'D'ANQ 7Q,000, PSI MINUMUM SNOW, L, -PSF",ROOF., 0 S 6: .MPH'' I I I - . 1, � . 1, 11, 1 OR�� -A5TM .,A570 GRADE, 55.' 7' MPH'WIND - SPEED SU "ASTM �95 C I=115 7. -SEISM JOR AW ENDWALL "0" SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL 'PROPER TIES OF'A T SEISMIC ZONE; SZ $TEEL, ST ''9. PSF1,,MEZZANINE_ LIVE, A570' GRADE' 55" 10 ; �LOAD" P MEZZANINE DEAD" LOAD SF MEZ 12. 21' SECONDARY FRAMING STEEL STEEL USED TQ,FbkM PURLINS,""GIRTS; SAVE STRUTS AND C SECTIONS', SHALL MEET THE PHYSICAL 'AND -CHEMICAL-, PROP•ERTIES OF MTM A570, GRADE 55'. NOTE,,:, ROOF DESIGN "-IS BASED,'ON THE "LARGER 'ROOF'LIVE LOAD QY JNPORTANCE FACTORS Ills I OR ROOF SNOW LOAD'' WIND: STEEL 'USED TO FORM ZINC -COATED . (GALVANIZED) 'PORLINS AND'GIRTS SHALL MEET THE PHYSICAL �,AND ,CHEMICAL PROPERTIES OF ASTM_ A446, CRADE'D AND `G ',90 COATING DESIGNATION AS DESCRIBED .IN SEISMIC,: ASTM, A525. % ROOF 'AND ' WALL , PAN EL,,MATERIAL 'NUAL" (MBMA '90' THESE DESIGN, LOADS,'AND COMBINATIONS ARE APPLIED IN `ACCORDANCE WITH TH METAL BUILDING'SYSTEMS,' -'MA YAND OR' EXTERIOR PANELS SHALL, !CONFORM 'TO, ONE 'OF.,THE FOLLOWING': STANDARD BUILDING CODE,, "19 EDITION ANEL-,MATERIAL AS' SPECIFIED'' -COATED (GALVANIZED)' SHALL. BE 26 GAUGE.'ZIN'C' ST'EEL,''COATING DESIGNATION G 90, CONFORMING ' TO THE REQUIREMENTS,GRADE E. MINIMUM YIELD BOCA `NATIQNA�, BUILDING ,'CODE, 19 EDITION' 1, ,I STRESS SHALL BE 80,000 PSI. NATIONAL BUILDING 'CODE OF CANADA, 19 EDITION UNIFORM ;BUILDING COD N 'SHALL., E EDITIONi,'�,Wl b,'APPLIED PANEL, MATERIAL AS SPECIFIED BE 1 24 GAUGE ZINC --COATED (GALYANIZED)- STEEL, COATING (MBMA,OR UBC) CRITERIA '90, CONFORMING 'TO THE REQUIREMENTS OF ASTM A4 IN,"ACCbROANCE WITH DESIGNATION G 46."GRADE D. ' MINIMUM YIELD T 0,0010, PSI'. PANEL - MATERIAL AS., SPECIFIED, SHALL ,BE 26 'GAUGE, ALUMINUM ZINC- ALLOY -COATED STEEL, ,COATING DESIGNATION AZ 55. • CONFORMING, TO THE REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 80-000 PSI. THIS CERTIFICATION, IS LIMITED' TO THE, STRUCTURAL' DESIGN OF, THE ,.FRAMING AND ('COVERING PARTS PANEL MATERIAL AS SPECIFED' SHALL "BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED, STEEL COATING BY,, AMERICAN BUILDINGS !COMPANY. ACCESSORY 'ITEMS SUCH 'AS,DOORS,. WINDOWS, LOUVERS DESIGNATION 'AZ 55. CONFORMING TO' THE REQUIREMENTS `OF' ASTM �A792, MINIMUM YIELD ' PANELS AND TRANSLUCENT PA 'VENTILATORS ARE NOT - INCLUDED. , ALSO EXCLUDED ARE OTHER PARTS OF` THE, SHALL, BE 50,000 PSI. AIM -FOUN ,MASONRY WALL,MECHA, PROJEQ'T','NOT PRO\/IDED,.BY' ' L'Nl�AN,BU'l�D'INGS,COMPANY,',,SUCH,',',AS., DATIONS,, EQUIPMENT AND THE ERECTION ,AND' INSKCTION',QF'THE BUILDING.,' THE ' BUILDING' SHALL BE ERECTED,' ON A"..IPROPERLY',DESIGNED 'FOONDATI I ON IN ACCORDANCE," WITH THE ',,AMERICA"' BU' N.'' ILIDINS 'COMPANY ERECTION' mMOAL, THE MBM,A,M.ANUAL, -LATEST,",EDITTION,' 'AND �, THE ATTACHED DRAWINGS: THE DRAWINGS LISTED' ON, THIS, `SHEET SHALL REMAIN. WITH ',',AND BECOME PART, OF',THE, C�RTIFICATIbN; L "SS -If". PANEL Au" ?_)w b (ROOF) S- 0 ROVALS PkOD Q C T A P P" AND CERTIFICATIONS: ".STANDARD. BUILDING CODE SBCCI #94100,"12,13SIC STYLES, '2. BOCA #89-56,,-"E" SERIES BUILDINGS, 12,13ASIC STYLES. 3.,, UNIFORM BUILDING ,,CODE( (ICBO) FA-285-CARSONI CITY,', NEVADA, PLANT. A2P PANEL 4, L INDIANA t.1 2 ''BASIC STYLES AS BELOW. (WALL) M-190860 - SSF 1,90857 - LRF,' RF, LR c. M-`190858 = LSS,'LSS--M M-1908(33,'- LT` M-190a62 GC, LP2, LP4,,,LP2' M, LP4-M 5, W,I,SCON SIN- #9 000007- M:, STYLES. CITY, QF,CEVELAND, OHIO'DOCKETS ,Sr521',82. `'= ; 7. CANA DIAN.,-WELDING I BUREAU 011VI SION I'. CERTIFICATION AT EL PASO' & CARSON.,CITY. 8. �AISC QUAL-'I'TY',CEkTI,FIQATION,"C,ATEd'ORY,ME3,', '9. PLANT 'CERTIFICATION' AT CARSON 'CITY FOR CITY 'OF SEATTLE', A T' CERTIFICATION •AT GARCON CITY"'FOR OGDEN`'UTAH.'. 10. -PL N .111.' LONPSPAN PANEL" WIND UPLIFT --CLASS 90, (UL, 90) CONSTRUCTION' NO.'-71 AS, LISTED IN UNDERWRITERS LABORATQR(ES, ROOFING, MATERIALS AND,` SYSTEMS- DIRECTORY, -12. STANDING ' SEAM V PANEL,- W'IND,UPLIFT--CLASS ',9b (UL '',90), CONSTRUCTION" NO, 93 AS LISTED IN UNDERWRITERS 'LABORATORIES RQOFINGt MATERIALS' 'AND SYSTEMS, DIRECTORY. 1,�. LOG --SEAM PANEL., �WIND UPLIFT-CLAss, go (OL, go)' coNtIRUCTIQN NOS.' 331, 332', AND 336 AS LISTED- 1,N,IUNDERWRITERS" ,,LABORATORIES° RO0,FI`N`G'MATER'IAL.,1S AND ,' SYSTEMS .IDIRE(�TORY. CITY,,, PLANTS. 14. CITY.,IF. LOS ANGELES FABRICATORS. LICEN-$E'' 1'390,' AT'.CARSON,',' r t Fail W j", V;o I w, /i Ott . ..... nA 0, " ''Jr 7L7 7 -DE 10 Rj, Gsi ........... c,0wr v q�, m ,,,,�,9 GS2 C, HEET''. VJ AB1* AN 8�' L CHOR,, 0-, �",PLAN T A8.2 AN,C -H 0R`,,,,.B OLT -,DETAILS, 7 77 f El R OL OF T R'A M' N G'_ P A. &'.:'S'1'D,E`WAL F RAM I N' G'�,,,ELE, V Erg WA R AMIN G E L E E T1 ON v s C 'S E 3, R00r,,','SEE T[N`6 PLAN � E L SREETI N G'�`�', EVATI SIDEWALL "ENOWAL EL INN D 1 DETAIL$'-, �,,S. ,ECT1' KPH 11 SPRI A . NKLER', SYSTEM ETA IL" .7 W r177 "Y 8EF 0 THE CERTIFYING ENGINEER -HEREWITH fSNOT' 'THE ENGINEER OF RECORD FOR *THE OVERALLPROJECT ANI),,,is, ONLY CERTIFYING THAT, THE DESIGN ;OF ,THE ,METAL, BUILDING COMPONENTS FURNISHED BY'AMERICAN BUILDING, COMPANY SATISFY THE "DESIGN REQUIREMENTS �SPECIOFDI'•ABOVE�AND ON THE A, B.C., CONTRACT. THIS CERTIFICATION "EXCO'bES THE ERECTION OF THE, STRUCTURE. • • A m?-,]'R1,C'' 'p"U.1DC0MN'N.L.IN,QS,,,PANY A .1 S.S, U E REV. DES CR0IPTJON :SATE, DESQR1PT10N1'31" 5' X,,107 E.H. 'A A APPRvAT1COOMERMARK STRUCTURES ORIM ATIQ41"' ANF.uKjj;,. �,R ' �BNu 'rT E HAS NG wl T 1415 a j A 'All i , % 't !','e - 4 "'a T2, k rl Wh I f e'4 I j,"", ��14 rfrc ,a�Vj -�j I', ." ? V 7 e vI P4. • 'I i a .• , ..1✓1P • 4 rti Iv IN OR 10 4 t CI UIL DINGS"i Ofil✓�R. r CU R,13l, 1) IME 145 )ERSTOOP,': ou, NE, I I F�AMINQ �'UNLE�S,, "RELEASE R 1'QU KSET IRLIN Rf3 STANDINGSE!�AM,'11L�':' 2 4 COLOR,' THE,,AB.C'.0 -UM, 41 Q Q,:'N OT U u D' BY� COLOR ,"ONER 'TRIM INER',TRIM o i, K , IAN ROO' 1, rAM WA ORi, —7777T7— IZES ARE 0 T�, SWING,'LOC %05ER :bT SIZE C' LOR ESIGN QAD,err QAGE:, ER. 'MAXIM T YP Er' N NO WHITE -S YE 0 'OTY.'' WIDTFI-',' AT,RIDGE 6Q7Q N 0 YE S 0 WHITE:, , 307 RA WATER,,TIGHT` WARRANTYt "LENGTH, INf,,','WARRAN'TY:, 3 YES NL` HG11 M 070, 6 070, UL.,,�9,0 CERTIFICATION: 3070- 6070 HG YES NO WHITE, YES NO M NL CLIP:` SLIDIN IF,,SSII: ',FIXED: CLIP:, HO YES NO 0HITE —YES -NO 30/06070 N _ ROOF- CURBS PA S ,WALL', NEL '0QTSID GAGE, COLOR R A QTY. ARCHITECTU L (A2P) GAGE: COLOR: OPENINGS, 2A * E WIDTH bUTSIOE', LE,NGTH�; �IN.HT. TYOE: 8 LINER TRIM SILL HEIGHT FR WRAP TRIM HEIGHT WIDTH LINER TRIM VARR, ANTY�. QTY., DOLOR R 'tit YES NO -7 •YES, NO- f2 EA EMEN T YES N YES NO m c-f SOLI GHT0 rALL'� LK, STANDARD R 6 GUTTER T T E k S T W1 DOWNSPOUTS FT`O`C., '(MAX), TRIM':,, YES NO SIZE- -YES NO TRANSLUCENT SKYLIGHTS FT.,'LIGHTS .,QTY#, ER,W/ DOWNSPOUT O.C.C, (MAX.) TRANSLUCENT, 4',g" W FLANGE ,,BACK GU,TT ALL LIG YES NO —YES —NO SIMPLE EAVE 'TRIM ES NO Y rA DE _ YES NO FA CLEAR' UNDER -U CORNER UNIT HEIGHT LENGTH FACADE i'LUXE, EAVE, TRIM TYPE" E, PROJECTION Q E OR SLOPED VERT YES NO —YES NO ICE AND 'SNOW,' TREATMENT NO: YES- NO —YES NO r'„ , `Y ,:YES NO YES NO TRIM COLOR: ''COLORS' �,QOLOR:, FACIA RIM, PANEL TYPE, GAGE; (ES _NO YE S __NO �, '10 'RAKE TRm., -r1oGUTTE OLOR. GA "COLOR*,, TRIM C SOFFIT PANEL TYPE: YES _NO L .-YES —NO D,,OWNSPOUTS,,, ' OPENINGS: ,'COLqR#! TRIM COLOR: BACK PANEL, TYPE: GAGE,,' ,',,CORNER.'-. L-f �-r ?90 BASE ,TRIM: WIND 0 WS/� PANOPIES JA 'CLEAR UNDER,, SOFFIT PANEL SOFFff`,',',: MISCELLANEOUS: TYPE 'HING THERMA-PANE GLASS, BURNISH SLATE COLOR', SELF-FLA'13 'LENGTH PROJECTION, BEAM HEIGHT LINER TRIM LINER TRIM QTY. EW SW SLOPE P QTY, WIDTH COLOR N 0 ,,-PR- M c RS I ER YES NO RFD,,QXIDE-, GREY: 'DOWNSPOUT ELBOWS ONLY:, DOWNSPOUT RETURN:,,,' ES _NO EAVE TRIM: TRIM COLOR: FFAST- ENER YES NO OVERHANGS- N/A -COLOR G YES No PROJECTION LENGTH SOFFIT'TYPE AGE STANDING SEAM 11 HEAD,W S " ^ ';,' '`+ i, #'1*2' x. 11/4 SELF, DRILL HEX 26 #14-,, x SELF DRILL HEX HEAD W/,,,WASHERsw' 94 �'SHOULDER CLIP, SCREW, x 26 LOUVERS #14, x -Y4 'SELF SW D. PPIN6,,HEX HEAD W/O,WASHER....-.•may x••.- --Ir-- .»,—.—....-..-."•r. k a 'F t, I;F Y „+ E. #12 x 1 1/4,SELF DRILL HEX' HEAD W/O WASHER WHITE ADJUSTABLE W/ BIRD SCREEN � QTY. WIDTH HEIGHT LINER TRIM LINER TRIM DOWNSPOUT ELBOWS ONLY. 'DOWNSPOUT RETURN: ______-_ +' LQNGSPAN COLOR '26 #12 k 11/4 'SELF DRILL HEX HEAD'W/ WASHER YES NO EW - ---------- :Y B. X 4 SELF TAP HEX HEAD W/,,WASHER 26 YES N EW LOC,' SEAM' /4 SELF" DRILL HEX H YES NO ,A - EAD,,W/ WASHER 2 x 1 W/�,WASHER'' /8,, SELF DRILL HEX HEAD PART-ITI B, #14 �#1,2, x 1 V4 SHOULDER 'CLIP SCREW YES _NO, PANEL TYPE GAGE COLOR QTY. WIDTH LENGTH HEIGH D., 2' XA V4:SELF DRILL., HEX, HEAD WIO WASHER YES N 0 PANE INER EN �R L 'LS '.ALL "FAST E S'' HEIGHT PANEL TYPE,,, GAGE COLOR LINER TRIM TRIM COLOR LENGTH OR ARCHITECTURAL, �,,LONGSPAN YES W/ ''CLEAR, WASHER,,,' #12 x f 1/4 S,ELF'',I)RILL HEX HEAD I I _NO SELF TAP FIEX,,W/,'CLEAR WASHES, 8,11 #14 x Y4 /4 SELF' DRILL-: HEX HEAD'W/O,WASHER C,,� #12 k, v YES, NO rp L L NOiz SHADOW -PANEL YES NO SPECIA A. #12 X,'l SELF DRILL� HEX, HEAP ,`W/NUT BLANK `B. 14 X' -Y4 SELF, TAP, HEX 'HEAD ' V, 4 L,HEX HEAD ' SELF DRILL D W/O,,WASHER YES NO HITE, VEN W TILATORS. W/A —ROUND 2 0T THR OAX RID QUANTITY� INS ULA TIO SLOPE MOUNTED GE M MISCELLA S,`MA PEP 'A'L OUNTEP, NEOU WIDTH FACE' :COLOR BY ABC, THICK BY OTHERS, ,/� , 101 ROOF.; 9 x RIDL.*.o VENTILA TORS 2 QUANITY TIONS LINEAR FEET CONTINUOUS' AT 10' SEC 7 BEARING REVIS11 N ,RIGID BOARD: ROOF, RING, PLATE., Y 'C'kD FAULA ALABAMA,,� EU A p t - r, NO, PATE K ROOF'JAC S 777777 BY OTH r10 QTY, TYPE,., FOP, APPRNALIrr 'HE' -,BLOCK: ' I , ''I 'tH BY ABC:, ERS:''- ONLY) 0 PANYi, , SPACER STRIP:'','' (FOR"LOC 'WI'T'HO6T.'INSULrj ATIQN) �SEAM' 4"- DIAMETER,.-'✓ NO DE�Q DK O'� r X7 $1T Lo CU�'T .E —7, T SV 10 0. :PHASE--, 'IN UNQ 7i-DIAMETER DK -5 D I Am E I 777 -'DK 7 , -77 7-7 Tz STAIR HA I olij 1 AMERICAN BUILDINGS,CQMPANY'ASSUMES NO RESPONSIBILITY OR LIABILITY FOR FOUNDATION,' FLOOR OR 2. JHE FOU N DATION"', DESIGN SHOULD 13E DONE WITH DUE REGARD TO TH E SPECIFIC SOIL CONDITIONS AT'THE :A T'UAL,JOaSITE. PRESENT k ADEQUATE TO RESIST ALL,OF THE,CRITICAL'CQMBNA11ON� FQR,,,EACH OF-JHE VARIOUS CONDITIONS, THE BOTTOM OF, ALL, BASE PLATES, SHOULD , 1JE-1 N CORP 9RAED,,,As , REQUIRED, INTO 'THE - FOUNDATION 'DESIGN.., -THE, HbRIZONTAL" THRUST, AT THE',' ARE V-2" '"BELOW 'FINISHED COLUMN ' ',�.�SE ACTING) IN CONJUNCTION WIT4" APPLICABLE VERtl CAL -,REACTION$, - MVST,,QE SUSTAINED BY HAIRPINS, S, OR' OTHER, DEPENDABLE MEANS, FLOOR W1 THI,,'2 G R 0 UT. TIE RODs,,,0v-rrkESS� C WNIN", FOOTING'SHOULD, EXTEND'',ki MJNIMu'M`OF'1i INCHES INTO'N"ATURAL, SOIL, OR WHERE, FILL 15 USED,, THE FILL .MUSTBE PROP -TO,-THE, NATURAL ORADE. IN ALL CASES -THE EXPANISION, OR CONSTRUCTION JOIINTSSHALL, BE 'LOCATED, �S, REQUIRED IN' "FOUNDATION WALLS'ANP SLAO.�, ACCURATELY SET TO kfOLERANCE 'I".1/16ANCH''ON 01MENSONS WITHIN THE GROUP, SPACIN6'FOR AN INDIVIDUAL THAT 'H"As'k MINIMUM COMPRESSIVE STRENGTH OF 25QO'P.S.I.,AT��B DA ,9.' UNLESS EXPLI,CITLY''NbTED': OTHERWISE.' ALL EMBEDDED STRUCTURAL, VEEL (INCLUDING ANCHOR BOLTS)', OTHER MATERIALS, ANb',L'AF30R', SHA64''OE, SUPPLIED QYJHE FOUNDATION CONTRACTOR. QUANTITY. PHA0.5. 'EXCEPT 'I/i,1NQH DIAMETF (UNLESS, �OTE6,)'Ab'6Vt�,TH�:,,CONCRETE, BEARING SURFACE", _k:BO`1LTS.LOCATF0 AT DOOR WHICH SHALL-, H`AVE PRO"" ON' ` - 0 - ''I . ECTION, DRAWING sli OR' OTHERWISE,,-PROTECTED.'PRJOR "TO �CQLUMk'ERECTIQN-' 14 ANCHOR ` TIQN N. 'DIAMETERS, FOR RAMING,','�l SANF ' - r--� ^�fij ' . '' , , " 1105, —1:, 11 0 - :� ^1. . , - I .1 11 , I i " � . I , I , , .j , , I ,= - - - -.---�l � " '. � � . �, I , I - I , I . I ,I I I , I I . � I I . . .;, � I I � , I , : � , I BLOCK, WALL- I � , . 1, � r , , t I I �- I I 1, I I I I I I I I I I I "I I I I I I L I . , I I , I "I %�, , I , t� , �, ,,,,r. ",,,,,,, .."', ,�I, I I I I I , I I , I - , � I � � ! , I I 1, ., " I I I " �.-, , 0':�,, �, " , `�', , , ,,,, " '1,,,�,d ^ . ,t ' I """, I ,. 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NOTE!,, Y, 2 '1 r 40 4 STIFF,_,14 -Ya*' STIFF. ox V2#1 (a)"W'OX 2" Izeliz- 0. 52X 2 9 TIFF, A325'BOLTS WEB _,�U25 BqLTS (NO S (NO STIFF, 8TOCK:'IS, FIELD WELDED, FLAT.' 0 W.B.SIDE) W/ 1-' 0 M13,51DE) w 2 TO OUTSIDE 'FLANGE WlTHMINIMUM /8,, FILLET OF, ELD�' (AFTEk L J'< 6 BLDG.'. IS SQQAREQ.):,,' If W Vx �w I STOOK , NC7 SAG 72 A325 BOLTS Moll` WEB 6-4" 7'-2" F.O. IN, FLAT (TYPICAL) r F.Uk :3eA j I =2� 1 4 ,' HI P[4106- 4 1 A325 BOLTS (TYPICAL) TYPICAL GIRTS ° , . � � '� � ,. : �` ' , .` ' ,;,,r.f ,;;,;.}.: 2 C 12GA. '12 C 12GA. 12 C, 1 2GA, 12 C X, 112- P5 301 Opp 6 30'— 0" 17'-1" 107'-7- 0/0 STEEL _10 REVISION$ EQF� INO. DATE bESC 'By c AT[ON WALL,, FRAMING TLE @ LINE J, 5 A FOR 'APPR •..... ..... 'AME CA P' t-20 OVAL' "(205) I",ek A EKQTION 'DRAWI 0", 107, -,47, 1 4,__� (LEAM 8W H MA, CIS M ALST CTURE','' "ARPOR (I 0' kET R N' TWSITI; -SAN QU RD, I F RIP ,FLOA, VAT�, I - -- , ff "1l •t F" ,I, ,I+,, t+, " � , ,', ,'1.,, "�,I "' ,,II, I � II �1;II,- , � -I . ,,I " ,"I I' , tI I , , . 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