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Sanford Airport Bldg 117i v 1,07 Nt 4q411 & for N MERICAN IL IN I IS TO CERTIFY THAT THE ABOVE STR'ULR'UML EEL COMPONENTS FURNISHED BY AMERICAN BUILDIKGS COMPANY ARE DESIGNED TO Wi'E.T OR EXCEED TaR FOLLOW- ING LOADINGS AND COMBINATIONS: 1) FSF LIVER LOV) V) LO^-:* S APE IPI ACCORDARu'E WIT.i_ A.B.C. JOB NO. I_ 30-V o[:rTo pr r cF 22 22 ml ml J i U I di I d I I m i m i C OI I I j I I 71 •A. B. 03'P. lI NC: 10R aoLT PLRh 1. THE BUILDING MA?.JFACTURER ASSLA'ES NO RESPONSIBILITY OR LIA- BILITY FOR FOJNDATIOn. FLOOR, OR SLAB DESIGN CP. CONSTRUCTION. 2. THE F'OJNOPTION DESIGN SHOJLO BE DONE WITH DJE REGARD TO THE SPECIFIC SOIL CONCITICNS PRESENT AT THE ACTUAL JOB SITE 3. ALL BOLTS SHALL HAVE A 2 INCH PROJECTINN FROM THE FINISHED CONCRETE EXCEPT 1/2 INCH C;AFETEP BO 5 AT COO?b WHICH SHOULD nA1E A PROJECTLEN T' 1 INCH. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED UNTIL ERECTION. 4. FOR REFERENCE ONLY - REFER TO E4-2-D-1.1 AND En-2-E-1.1 DL•LLL of t z. Ly OL•LL CO,. LINES USED REa T 1 3,r1EM iT SC —ALE: /'Gt E GATE I rfiNFDEO i9/k PG 2.T-BG i t 7 r s SH/JFG L,-E1rS = I calux r_unnurc:e LELOioS. Awf— - I! 7 ?_= H 1 O 4 JM3c' 2K-1-.5.3- i-ZK-3'15.3___-- g 28-6 RIGHT ENDWALL FRAMING PLAN COLUMN CLIP CP-6 TYPICAL GABLE ANGLE GA-1 TYPICAL 71 4 - 16-0 PANEL 3_41. 1-O~ EFB-2-4} art/.. 3'x3'fta 30-0 OUT TO OUT OF GTRTS SPLICE BOLT TABLE S°LICE NO -SIZE DEPTH R 6 -0g x2 1 CROSS SECTION B 8 -O' X2 I t0 COLUMN LINES 1-2 a I I 27-0 B214-30.0 TYP) 1ES2-30.0 fl i G4 ag 9 i BC4 -30-9 IES2-30.0 ROOF FRAMING PLAN RIODE BRIDGING CLIP CP-I TYP REFERENCE DRAWINGS - EM-7-R-1.1 TYPICAL SECTIONS AND DETAILS EM-7-8-1.1 TYPICAL SECTIONS AND DETAILS I I27-0 TIES2-30.0 i x i i i SC4 -30-11 ` Np TE X 9 ctZCEiN4 MAY 51- Z6/,,VYED F<7E.e E.CTiON. I Rze -rule FRONT SIDEWALL FRAMING ELEVATION SCALE: DATE CRAWNHY. sa—Y F WORD AIRPORT CHECXflBY. SWORD . WORD. FLA. DESJU4 APPC). 81' RSB OF FLA. 2 wrruu r u.r nw r x 11-1767 DRAWING. E _G NLR.BER I I o ' t' t1 •. 1 ' . > - ':'I •. ,._i ' t, , FA', _ ` - , - y l . iF - f • t • f,. . .. GENERAL FOUNDATION NOTES > 1. AMMAN BUILDINGS COMPANY ASSUMES RESPONSIBILITY OR UA9I.LRT ., FfFNLI$ ED FOR FOUNDATION, FLOOR, OR SLAB DES . OR CONSTRUCTION. c 7 2. THE FOVNDATION DESIGN SHO'JLD BE DONE w1T11 WE REGARD TO THL SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL CTICN E, FOUNDATIONS t3.FOUNDATtONS MUST 8E DESIGNED FOR THE APPLICABLE RLACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEOU M-- TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE I.-O I . G • VARIOUS LOADING CONDITIONS, THESE REACTIONS REPRESENT THE ' 11p 11: 0.• ' - MAXIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 11 4. PEINFORONG BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE n: 10 ` 1h• 2"4ANCHOR BOLTS RODS, ANO / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS - Q REQUIRED INTO THE FOLNDATION DESIGN. COLUMN BASE HORIZONTAL THRUST, ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL O - REACTIONS, MIST BE SUSTAINED BY HAIRPiN3, TIi_ RODS, BUTTRESSES. ' SECTION "E1g" OR COMBINATIONS Ur THESE OR OTHER DEPENDABLE MEANS. 5. FOOTINGS SHOULD EXTEND A MINIMUM OF 6 INCHES INTO NATURAL SOIL; OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED AND THE FOOTINGS SHALL EXTEND TO NATURAL GRADE. FINISHED. FLOOR IN ALL CASES THE FOOTINGS ' SHALL EXTEND AT LEAST B INCHES BELOW THE LOCAL FROSTLIKE. ' 2' 2' 6, EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED IN FOUNDATION WALLS AND SLABS MIDWAY BETWEEN COLUMNS (NEVER AT COLUMNS). ) 7 THE TOP OF THE FOUNDATIONS OR FLOOR .SHALL BE SQUARE, LEVEL , AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF _1/16 INCH ON DIMENSONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS o SHALL BE WITHIN !1/8 INCH. 8, COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOW- v O:• Q.;1.4ANCHOR BOLTS ABLE BEARING STRESS OF CONCRETF THL.T HAS A MINIMUM COMPRESSIVE STRENGTH OF 3000 P S.1. AT 28 DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWISE , ALL EMBED(E0 STRUGTURAI s STEEL ( INCLUDING ANCHOR BOLTS ), OTHER MAT_'iA.L_S. AND LABOR SECTION " C—C" SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 10 ANCHOR BOLTS SHOULD BE AS SHOWN AND•CALLED FOR, 1(dCLUDING GUIDE ANGLES PROJECTION FROM CONCRETE, DIAMETER, AND QUANTITY. NOT BY A.B.C.) FINISHED It. ALL BOLTS SHALL HAVE A 2 INCH PROJECTION FROM THE FINISHED CONCRETE EXCEPT 1/2 INCH DIAMETER BOLTS AT DOORS WHICH 2• 133. FLOOR SHOULD HAVE A PROJECTION OF 1 INCH. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED UNTIL ERECTION. t2 BOLT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EM- c, CV ,' n, 0 •b BEDMENT INTO THE CONCRETE FOR THE BOND STRENGTH {WITH Q GI Q' OR WITHOUT HOOK) TO DEVELOP AT LEAST 75% OF THE ALLOW- ABLE TENSILE CAPACITY OF THE BOLT, AND IN NO CASE SHALL 0., ' ',; • LI 0'O • d ' THE LENGTH BE LESS THAN 20 TIMES THE NOMINAL DIAMETER. n , ' • ', , OUT OF OF THE BOLT UNLESS OTHERWISE NOTED (DOORS,010, CONCRETE BEYOGD) 13. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EOU IN ORDER y• TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON ALLOWABLE 4!_ v STRESSES AS SHOWN ON PAGES 4-3 THROUGH 4-10 OF THE MANUAL OF STEEL CONSTRUCTION, 7tM. ED.,A.I.S.C.,1970. ALTERNATE SLIDING DOOR GUIDE SECTION " D—D" IANCHOR BOLTS x0'-6' B• I DOOR WIDTH+4' J t6 TYPICAL OVERHEAD DOOR LAYOUT ; 1ANCHOR BOLTS 4 STANDARD cjUDING DCi0R LAYOUT 4• MIN. LTENSION PLATE AS REOD.) RECOMMENDED ANCHOR ALTERNATE ANCHOR BOLT DETAIL BOLT DETAJL SCHEDULE_ OF MINIMUM RECOVIVIENDED ANCHOR BOLT LENGTHS DIAMETER LENGTH 314" V — 3' 7/ g 1 —6` 1 % 8• 2'_0. 1 / 4- 2'-0' SCALE NONE DATE GENERAL FOUNDATION NOTES MAW" ay N. sIa,TH 3_20_74 AND oEacm srD.N.C. 3-20-74 GENERAL_ OONCRETEDETAILS R osGmA?P1.11Y.aNc.- 4-1-74 .. DRAWING. EM-2-D-1.1 3~ D- DATE t• n. IY,tA a 6.1-?4 - NUMBER x'__'-- 1,_z:.':•.. a.'t ,' ._-. Js„ a.-._•: y^"'..-, r.y., ,y .. -max •I,...._L-k •_.'_'__..._ ._ '_' __"y"`_- Y.... tL. ^ F~'-rs ,o-..+., MASTIC SEALER - RIDGE CAP i ` 2 4Ix l 4 H. L BOLTS 2" x tq H.T. BOLTS ROOF PANEL 12 HEX -HEAD SCREW \ 3, 3 I`- 1 PURLiNS RIDGE CAJ' TER ® ` I LONG SPAN PANEL BRIDGING CLIP0 2 PTS. OF BAY CP- 1 FOR 1:12 _= 1-- e ,J_ - CP- 4 FOR 4:12 RIDGE CAP —DETAIL 22x14H. T.BOLTS- RIDGE FLASHIrG L URLCG i MASTICSEALER•—\ 1,, ' Q. GIRT PURLiN - 1 x t4 ;.T. BOLTS ROOF PANEL CL OaIRE STR'P 20 x 14 H.T. BO T OR GIRT 2 Ov SIDE LSP-Ca PURLINS T RIDGE BRIDGING DETAIL PURUNS 1 E. M. STITCH RIB FOR 12 HEX -HEAD SCREWS RIDGE FLASHING GUTTER CLIP:FGC-B4 FOR 4/12 B DG. CLOSURE STRIP LSP-I ROOF PANEL RIDGE FLASHING DETAI 3 O"O.C. MASTIC SEALER (ALTERNATE) 12 HEX -HEAD SCREW - GUTTER CLIP GC -A- 3' 0"O.C. / CLOSURE STRIP -AP -I OR LESP-I EAVE CLOSURE — / 12 HEX HEAD SCREW FLASHING FEC-2 I GUTTER GT-1 i EAVE STRUT i I ' I. SIDEWALL PANG_ EAVE DETAIL WITH GUTTER NOTE., FOR NOTHERN TREATMENT SEE SHEET EM-7-E-1.1 CLOSURE STRIP LSP-I 12 HEX -HEAD SCREWS—\ j—MASTIC SEALER EAVE TRIM ED 1 ED- 4 FOR 4 TO 12) 4' x5* DOWNSF ROOF PANEL EAVE STRUT I " 12 HEX -HEAD SCREW SIDEWALL PANEL I CLOSURE STRIP-AP-O OR LSP-O EAVE DETAIL WITHOUT GUTTER DOWNSPOUT CLIP FDC-2 Q G" O" O.C. MAX. BLIND RIVET- \ --- 4 x 5 DOWNSPOUT j 2-BLIND RIVETS SOEWALL PANEL BLIND RIVET SECTION THRU DOWNSPOUT I GUTTER BEND ALONG DOTTED LINE CUT ALONG i SOLID LINE BLIND RIVETS DOWNSPCUT OUTLET DETAIL DOWNSPOUT LOCATION BLDG. ' dJIDTH LOCATION 30; 4.0. 50; GC, 70. & 80 40' O.C. 100 35O.C. 120 30' O.C. 130;140; 150:& 160' 25' O.C. ISO:200' 24C;& 250' 20' O.C. 280.300320, 350,'& 360' 15' O.C. 420 & 480 i GUTTER GT- 1 ROOF BEAM OR COLUMN O=G LAP CLOSURE STRIP LSP -I EACH PANEL) ROOF PANEL 12 HEX - HEAD SCREWS CLOSURE STRIP - AP -I OR EAVE STRUT LSP-I DOWNSPOUT CLIP SIDEWALL GIRT 4x5 DOWNSPOUT SIDEWALL PANEL DOWNSPOUT CLIP L_ / SIDEWALL GIRT J BASE ANGLE FINISHED FLOOR DOWNSPOUT DETAIL FIELD CUT DOWNSPOUT LENGTH AS REQ'D. DOWNSPOUT SCHEDULE EAVE DOWNSPOUTS DOWNCLIPS-SPOUT 10 1 pC. FDSE-0.7 3 REO' D_ 12 1 c.FDSE11.7 3 do 14 1 C. FDSE-13.7 3. do 16 _ 1 c. FDSE-15.7 4 do i8 Y ;. FDSE-11.7 & i pc. FDS-13.7 * 4 do 20 1 C. FDSE-13.7 & FDS-13.7 * 4 do 22 1 p'. FDSE-15 &i pc. FDS-i3,7 * 5 do 24__ i c. FDSE-11.7 & 1 PC. FDS-13.7 ' 5 do 26 1 :. FDSE- 13.7 & 1 pc. FDS-13.7 * 5 do 28 1 or . FDSE-15.7 & 1 pc. FDS-13.7 * 6 do 30 1 ^c. FDSE-15.7&l pc. FDS-15.7* 6 do BOLT AND FASTD\ IER SCHEDULE SIZE I TYPE REr ARKS TENSION L.BS. 1/ 5"© X 1 4" 1 ASTM A-325 HIGH TENSILE i 1-y p :;G: TENSILE WASHER 12050 1 "m X 2" do do 12,050 4' X 2" d0 1'4'" HIGH TENSILE WASHER 28,400 o X 2 /" I do do 28.400 12 H_X HEAD ( TYPE ABiSHEET METAL SCREV:' x G" BLIND -;',LT OR "14x3/ 4"STT'_.'-' \C < VI rOK SIDc7_Aps ROOF BEAt.' 3'_ 0" LA P PURLIN OR GIRT LAP DETAILS ROOF 01!RLIN iJFF; OR _ COL.;MN RA F T F R J 4-_ - „S Y 2', H -BOLTS -v I @ cG.CH COLUMN I OX 14* H. T. BOLT S 7 Dht 14 H.T. 30LTS ROOF BEAM OR COLJMN 09" LAP COLUMN COLUMNS NOT 4T CENTER COLUMN AT CENTER TYPICAL I NOTE: CUT IJf BEVEL CABLE OR ROD BRACE CABLE OR ROD BRACE CONNECTION DETAIL TURN OF THE NUT TIGHTENING FOR ASTM A-325 HIGH STRENGTH BOLTS— AL- BOLTS IN THE JOINT SHALL BE INSERTED AND TIGHTENED TO 'SNUG TIGHT` PCSITION _HEN EACH NUT tTJST BE GIVEN AN ADDITIONAL'V2 TURN FAST THE SN'jG T6 iT' POS'TCN. DEFINITION: SruG TIGHT" IS CF.- INED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF t-N IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORCINARY SPUD WRENCH. 0 3 REVISED GUTTER AND RAKE JKC MMIi. If 2-11-74 SCALE Nor:E DATETYPICAL i SECTIONS & DETAILS FORLRF RF & LRFM BUILDINGS 2. GENE^.AL PEVIS) ON :REDRAVYN) FH. PM.T. 2-21- DRAWN BY: E.C. 1-5-' 1. RE VS_D BOLT LENG' PNILT. H.G. C? cmEa® By: R % T. 0-S 7 FEC--2 & CLI=' FuC- 1 r;T. H.G. C 23 DESMN APPD. By:C.Lt 11-13-.5 DRAWING NUMBER: EM-7-A 1.1 3 NO. REVISIONS MADE CKD.IDATE NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE OCD. DATE ISSUE DATE: 7-SD1 1, 1 mll I I 2 Al4H T POLT Xl"H4, 4 T i-.OLT r RC-(_":7 PANEL r CCF i'ANEL lr 71 PURLIN ",AME PRACE L PUR L, N BEAM— i-C-L' A 14"H I 14PACEROOFB— 2 I"pxi' HT24 NOTEA,IOI_!'J HtL= 'BRACERAW BRACE NOTE BRACES ON Ot,E SCE C,r AWAY '_ONT CT-_PLI_'G ONLY 0 RIGID FRAME ENDWALL QINTEHLQR RIG ID FRAME FRAME BRACE DETAILS AVE STRUT VIEW A EAVE STRUT A Z X 1 "'H.T BOLT4 FPAJAE Fi^,vE FI,A; TRACE SPLICE PLATE i LATE SECTION 0 RIGID FRAME EAVE FRAME BRACE DETAIL 2; 1 " Xl 4 H.T E'OLTS V-SIPEWALL Gl,,'T I -CO I 'Z COLU^/N SIDEVVALL 11 F-ENDWALLGi,,7 CLIi CI--2 PANEL i I f E N DWA.L . L Glf.<T 4 12 SCREWS II lii S 12 " O. C. md, .t 'A 1.1 461 ENI, VVALL I ANEL CORNER FLASHING ALL POLTS 2 d'Xl- HIGH TENSIL - UNLESS NOTE[ CORNER DETAIL NOTE: SEE Er' -7-D-1.1 FOR CORNER FLASHING DETAIL FOR ARCHITECTURAL WALL PANELS.) 13-ASE-ANGLE —DETAIL t,ASE 4,143LE FASTENEkS--, V-0-C C (INCT NY C EAVE p, SECT ION 'r--- C" N',A'1-1C SEALEP 14 HEX HEAD SCREW 18"OC. COF FANIEL GABLE ANGLE (5x3x16 GA.) FASTEN WITH *12 HEX HEAD SCREW 2 PER PURLIN CAF FL!-SHING -;7C[--i 12 HE\ HF-A[.' ScREvl, 12"OC EN[_Wt,LL PANEL-/ N'WALL CCLUtr'.N CLIP Cp -5 AL-4— ENVzWALL_ COLUMN NOT 11 V.1-LL CC,l_I_R,/N CLIP CCMPCTIONS MAE E W111i 3l,'4 2" HIGH TENSILE PCLT', ENDWALL RAKE DETAIL - Bc) ROOF PURLIN ENDWALL GIRT CLI.:::' CLIP C: -11 CP_ 3 CLIP - 4r_ ENDWALL GIRT----- A4--1 ALL LOLT5 TENSILE LEIAL OF LND'J,Ai L GIRT CONNECTION ABOVE EAVE GIRT q12 BLDGS. ONUi) END,VALL GIRT CLIP -CP-27 ENDWALL EAVE GIRTH CQRNERwC0LUMN_ Z FRAME EA'4-r- STRU17 TIT 14 'H T J_O S ZEWISIRTCLIP 1.4LT "x CP-2 ZEW E A\,'E Gii. T CORNEI, 0')LUNITI SECTION "B-B' ENDWALL EAVE GIRT CONNECTION ' CCPNER EAVE STRUT----\ 214X I"' TENSILE BOLTS4 EW;,OOF i3U,M r- ENI"NALL POOP BEAM..7- 3" 1, E tW7OF IX 2 H T. FOLTSIX2HT. FOLSIc 2 4 I TLNI:lt OLTS E NFVALL.. CGI, NER - COLUr.' N H' i&(_TS EW RIDGE DETAIL 4 E W SPLICE DETAIL 12 1- 1 2 BLDG. E' A'. CORNER DETAILS DETAILS FOR COLUMN AND BEAM ENDWALL SCALE-- DATE E El E: 4,. E S7RL 7 E DRAWN By c r-- 71d, 3- x _- rL RZC% B=XNGS 7S LD,GTHS Mi T I ; DETAILS 5REVISEDFLASHINGDETAILKCCHECKEDBY: I: TYPICAL SECTIONS & Dr J_ MMc CHECK tA FOR LRF RF & LRFM 54F DESIGN APP YCL i" REVISIONS MADE 17K D DATE DRAWING: EM-7-B-1.1 NO. REVISIONS MADE CK'D, DATE NO.! REVISIONS MADE , BUILDINGS NUMBER 67- SD2 a C yFurV` TO t IN16 NT tr-N: . ALL FROM < iC>ftMIN; ON t>;.J_ LS. %>`L SvRt:.C'. 5 SHCUL11 DL S'+N! i't CL! :.N )- ALL METAL FILINGS "IL+ WRING CU-1%RE SCRIPERECTtitiLSP- O M. 12 ROOF FASTENER BOTH SIDS H;GH RIB GFT a. STC \ Sc- 4uk. Tow $ \ Baru.) i> DIE FORMS i) RIDGE- CAP JOT A:AILAOLE ON 412)k o R 14 STITCH SCREW I BEADMASTICVII, DETA! L A CLOSURE STRIP LSP-( WITH MASTIC SCALE TOE AND / BOTTOM.- 6- / z' u STITCH SCREWS WITH 2 BEAPS GUTTER SEAL EACH LAP Tcc I ALTERNATE RIDGE RIB ACH FLASHING DETAIL MAMOACTUREp 5 OMOM) BE= D MASTIC R-. KE FLASHING RK-1 14 STITCH SCREWS 1=6' OC FOR SHEET SIpElAPS. 12 HEX- H:AD FASTENER FOR PANEL TO STR+JCTURAL. ,:r PT USE 1 EA SID; OF 'a'^?B AT PANEL END LAPS, EAVE AND IDGE . ROOF PANEL DETAIL DETAIL A ZCORNER ECK.. ATTACH WITH 23 BLIND RIVETS. FLASHING DETAIL AT EAVE RAKE RK-1 RAKE CAP DETAIL 12 HEX -HEAD FASTENER GUTTER f tic-Bi ToR 112 CLIP CFTC -BA roa . uI 3 - O- O.C. 14 HEX HEAD FASTENERS CLOSURE STRIP L.SP-I—=s: MASTIC S_ALER /I 12 HEX -MEAD F TENER/ 11,) GUTTUR CLIP lGC- A CLOSURE STRIP LSP-I it CAM ER_ C_RO_SS_ SECTION DRILL SIZES -_ _ 1 USE 5/32 m S 1E=T_IRS DRILL FOR'12 SELF-TAflPING SCREW. 2 USE 1/8 0 SHLETL.RS ilRILL FOR 118 BLIND RIVETS. NCT REOUIRi . f' FOR SELF -MILLING FASTENERS. DRA9.:4 BY. E W 12.26-75 I FASTENER DETAIL FOR ROOF cur Abu I Cr.Ecxm BY: M.ME 2-27-75 el®tT4a71 ' II3 LONGSPAN PANEL D£S: Z;4 AP , BY: PATE ISSUE WTE _. N DRAWING 2 sm 2' TEA L,P 12 BLIND RIVETS EACH LAP 2- Yam- BEADS OF GVTTGR SEAL EACH LAP GUTTEr7 LAD GENERAL NOTES . 1 ALL R''r0F F'ANEL S"=L',rS d E`:'-L:.?S TO rWVS CONTINVS STR` FS CF M.STIC SEAL-NT.. ALL GUTTER EN:: L-PS (t,1 Hr—_ TWO1/4" BEADS OF GUTTER SEAL SCALE DATE 7