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HomeMy WebLinkAbout0200 Airport Road - PLANS i i N M ERICAN IL IN D MV 1 81987 A.B.C. JOB NO. 2� i REACTION SCHEMATICS REACTION TABLE (KIPS) [W1N� LOAD DESC WIND A B C D +CRAnE)�/I K (�I MAX. HORIZONTAL WL • DL E.W. REACTION -5_7 DL•LL 1.7 22.2 -4.7 22.2 S 2K DL+LL+GRN 4.2 26.5 -6.1 36.1 A' C DL+WL L-R -3.4 -I0.4 0.0 -5.5 15,2K K DL+WL+CRN L-R -t.0 -6.0 -I.4 8./ - r 5.2 DL•LL+WL L-R 0•T 9.3 -t.3 14.2 DL+LL(SKIP) 3.7 15.4 -3.7 19.9 B D (MIND DIRECTION MAY BE OPPOSITE COL LINES, I to F��2 ry • O RIGID FRAME COLUMNS COL LINES, 1 REACTION TABLE (KIPS) LOAD DESC WINO A B C D DL+LL 3.7 22.2 -3.7 22.2 A C ` DL+LL+CRN 3.1 26.4 -5.0 36.2 DL+WL L-R -4.5 -11.0 -2.8 -49 -�� DL+WL+CRN L-R -5.1 -6.7 -4.1 9..1 DL+LL+W L-R -I.I 8.8 -6.2 14.8 DL+LL(SIPIK 30 54 30 9.9 B D COL LINES, 2- 3 52I0� O • 1 1 RIGID FRAME COLUMNS COL LINES, 2- 3 {{ i REACTION TABLE (KIPS) -_ LOAD DESC WIND A B G D DL+LL 4.6 27.7 -4.6 2T.7 DL+LL•CRN 4.0 31.9 -5.9 41.8 DL-WL L-R -5.6 -13.7 -3.5 -6.2 DL•WL+CRN L-R -6.2 -9.1 -4.8 7.8 OL+LL+WL L-R -I.5 11.0 -7.T I8.5 DL+LL fSKIP1 3.7 19.2 -3.7 24.9 I B D COL LINES, t-B 8 i a 10 ' I 5 2 2J dSd i{{ 4 n O • R RIGID FRAME COLUMNS COL LINES, 4- 8 I. THE BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY OR 5. FOOTING SHOULD EXTEND A MINIMIN OF 6 INCHES INTO NATURAL B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOW- 12. ALL ANCHOR BOLTS SHALL BE ASTM A30T OR EOUAL IN ORDER TO LIABILITY FOR FOUNDATION. FLOOR. OR$LAB DESIGN OR SOIL. OR WHERE FILL IS USED. THE FILL MUST BE PROPERLY ABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMP- CONFORM TO THE BUILDING MANFACT URER'S DESIGN ASSUMPTIONS CONSTRUCTION. COMPACTED AND THE FOOTING SHALL EXTEND TO NATURAL GRACE. RESSIVE STRENGTH OF 3000 P.S.1. AT 28 DAYS. BASED ON ALLOWABLE STRESSES GIVEN IN THE MANUAL OF STEEL IN ALL CASES 1ME FOOTING SHOULD EXTEND AT LEAST 6 INCHES CONSTRUCTION. 8TH EDITION. A.I.S.C. 1980. SECTION 1.5. r 2• THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD f0 BELOW THE LOCAL FROSTL INE• 9. UNLESS EXPLI CIiLT NOTED OTHERWISE. ALL EMBEDDED STRUCT- yM1 2 T 6 THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOB URAL STEEL (INCLUDING ANCHOR BOLTS). 01HER MATERIALS. AND DESIGN LOADS ARE, SITE. 6. ALL BOLTS SHALL HAVE A 2 INCH PROJECTION (UNLESS NOTED) LABOR SMALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. ). METAL BUILDING DEAD LOAD (DL) S.0 S)TON 70P R:IHNING CRANE �, .`` MCN FROM THE FINISHED CONCRETE EXCEPT I/2 INCH DIAMETER BOLTS 2. (30) PSF ROOF LIVE LOAD ILL) 3. FOUNDATION MIST BE DESIGNED FOR THE APPLICABLE REACTIONS AT DOORS WHICH SHOULD HAVE A PROJECTION OF I INCH. PRO- IO.ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR. INCLUDING 3. (2 1) PSF WIND LOAD (WL) AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADE- JECtING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PROJECTION FROM CONCRETE. DIMMER. AND OUANTITY. ¢.(.3) p5F M�CHAIJICAL LOAD CDL) V.�(' Al �, OUATE TO RE51 Sf ALL CRIiI CAL COMBINATIONS FOR EACH OF THE UNTIL ERECTION. s VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE II.BOLT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EKED- DESIGN COMBINATIONS ARE, MAXIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATION. 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SOU ARE. LEVEL MENT INTO THE CONCRETE FOR THE BOND STRENGTH (WITH OR i. DL LL 4 CL+LL+CRN SCALEM NONE DATE CAPE 6 ISLANDS STEEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A WITHOUT HOOKS) TO DEVELOP AT LEAST 75%OF THE ALLOWABLE 2. DL • WL S.DL+WL+C.RN• STEEL FAB• 6 WAREHOUSE FA 4. REINFORCING BARS. WIRE MESH. ANCHOR BOLT SHEAR ANGLES. TOLERANCE OF +- 1/IB INCH ON DIMENSIONS WITHIN THE GROUP TENSILE CAPACITY OF THE BOLT. AND IN NO CASE SHALL THE 3•LL+LL+W L DRAWN BY• W K(j ID.27-P7 R T. 1 3 2 e -� "- IIE RC OS. ANO/OR HAIRPINS (HOOK BARS/ SHOULD BE INCORPOR- SPACING FOR AN INDI VI DV AL COLUMN. ALL OTHER DIMENSIONS LENGTH BE LESS THAN 20 TIMES THE BOLT DI AMETEfl UNLESS H Y AN N I S. MA S S AC H UT E 5 r O 26 Di EUFAULA \ ALABAMA ATE.AS REOUIRED INTD THE FOUNDATION DESIGN. COLUMN BASE SHALL BE WITHIN •- 1/8 INCH. OTHERWISE NOTED. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED CHECKED BY, r.Uv,l.- HORIZO'ITAL THRUST ACTING IN CONJUNCTION WITH APPLICABLE IN ACCORDANCE WITH THE METAL BUILDING SYSTEMS AM AN BUILDINGS VER T IC.AL REACTIONS. hUST BE SUSTAINED BY HAIRPIN. TIE MANUAL. (MBMA/ '81). DESIGN APPD. BY THE WILLIAMS COMPANY DRAWING REV.ND ROD. BUTTPESSES. OR COMBINATIONS OF THESE OR OTHER OEPENO?LE MEANS. NUMBER I 21-5655-01 A Q_� 0 APONTE, GREGORIO 10/24,'87 12-43,10 160'o j lb 1'B 18'6 20'0 20'0 25'0 25'0 25'0 23'6 I'6 � r•c- 2 2 2 2 _ 2 2 _ 2 2 _ 2 2 _ 2 2 2 2 N o (�] Q W; Qq I - z - -Ls 0 I=- . <� >o Ui � Lo-1 I ri o I I I n I I z� o o W W 1 o coO 'IZ 42 i f d e 52 U � I i I I I I I I I I 0 o e 2 2 2 2 2 2 - 2 2 - 2 2 - 2 2 ANCHOR BOLT PLANTV ,ell T E v 'A! SCALES NONE DATE CAPE & ISLANDS STEEL STEEL FAB. d WAREHOUSE FA DRAWN BY, ',J I(13 10-27.17 RT. 132 �- HYANNIS. MASSACHUTES. 02601 EDFAUTA i/ ALABAMA CHECKED BY. u�/L AMERICAN BUILDINGS DESIGN APPD. BYJ THE WILLIAMS COMPANY DRAWING REV.ND NUMBER 21-5655-01 A E,-2 0 APONTE. GREGORID 10/24/97 12,43,10 160'0 OUT TO OUT OF PURLIN LINE 1'6 1 1816 2 20'0 3 2010 4 2510 5 25'0 6 2510 2316 8 1'6 BZ16-21.i;Z p 8Z16-23.If HZ16-23.11 BZ16-28•U HZ16-26•II 6214-28•if BZ14-28.IIZ TYP. U.N. Ill TYP. U.N. TYP. U.N. TYP. U.N. TYP. U.N. TYP. U.N. TYP. U.N. 0 3ES48-20.0 J 3ES48-20.0 3ES48-20.0 J 3ES28-25.0 3ES28-25.0 J� 3ES28-25.0 J 3ES28-25.0 X i / BCS-27.7 \ / BC5-31.6 BC5-31.6 \ U \ BC4-22.7 \ �—BC4-27.3 / \ tBC4-27.3---y / / W � / O p I III�- I I I I RBG-3 �RBC-3 I RBC-3 / �RBC-3 �RBL-3 RBC-3 ' I+-RBC-3 j O I I I I I p N -22.Tt13C4-27.3 CBC4-27.3 —� \\ SC5-27.7 // \ SCS-31.6 / \ BCS-31.6 / 3ES48-204 or3ES48-20.0 -3ES48-20.0 073ES28-214 3ES28-25.0 or3ES28-25.0 -3ES28-25.0 a �N ROOF FRAMING PLAN RF01 �4 =�°""`- d: 2,7655 41— t RR �NAL t�,i•... SCALE, NONE DATE CAPE 6 ISLANDS STEEL JI/ STEEL FAB. 6 WAREHOUSE FA �= DRAWN BY. (y/'!L' RT 1 1 32 EUFAULA ALABANA CHEC BY P KED . HYANNIS, MASSACHUTES. 02601 ut L (AMERICAN 4 BUILDINGS DESIGN APPO. BY I THE WILLIAMS COMPANY DRAWING REV.NO. NUMBER 21-5655-01 E-1 0 APONTE. GREGORIO 10/24/87 12,43.10 r 12 12 1 I I 1 30'11 II II 30 i,1 1 28'lii 28.11 1 1'tl '•'� I I 1.11 LP26-29'11 Lp26_ 29'I1 q.01 1'6i 1'6i 4.01 4 0 50 114(+ 1/161 4 ° 5'0 1/4(+- I/16) m LL 4'51 vi 4,61 m m m C] FDJ 1��i1 LL same rrz!An �PDJ! Q RR-0301 RR-0301 W < a W W U � a U U N �f SOX/2 uTB (9)l-;Cj2 L/AJ 7'O O w A B LLm C W 0 _o N fV N _O n o o n U M.450.V,2Y WALL. iyfAS.�AJ,QY W4" / / (eroru�zsJ / �,BY OTFfE.2.5� 0 QF 1'1 57'8,' CLEAR 30'0 TO RIDGE 30'0 TO RIDGE 60'0 OUT TO OUT OF GIRT LINE 7 6Yor` f.i tf :i FRONT REAR s.� c-L"i�In0 —A RIGID FRAME CROSS SECTION CS01 ' 27655 i SPLICE BOLT TABLE FRAME LINES 1 A •' '^,+ j SPLICE OTY SIZE DEPTH A 10 1 X 2 3/4 I'1 B 10 0 3/4 X 2 3/4 3'S 5/16T /I C 10 I X 2 3/4 1'0 15/16 I SCALES NONE DATE CAPE S ISLANDS STEEL ' STEEL FAB• & WAREHOUSE FA F��— DRAWN BY, RT. 132 CHECKED BY. BUCfG_ HYANNIS. MASSACHUTES, 02601 EUFAULA i ALABAMA (AMERICAN— BUILDINGS De516N APPD. BY THE WILLIAMS COMPANY DRAWING REY.No NUMBER 21-5655-01 E-2 0 APONTE. GREGORIO 10/24/87 12-43-10 1y I r-12 12 I i 28'1111 28•11 1 112 LP26-2911 - I 3 4.01 1'61 I'6i 4•01 LP26-29'I J n 4 0 5'0 1/4(+- 1/1 6) �, 4 0 5'0 1/4(+- (1 1/16) 4 51 N m u LL LL ,n 4'g1 m /04' - - N RR-0201 RR-0201 y » w w N pN 9k 615E¢x/L uT.B•@ Iz eL/A1 o N 70 FRAME G>=sv/J. G 5G'-'0 4 Sc 70¢24/4-5 GY'AAJG SGRM B CP_4c� q,y 9 �2A/L BY07-1IE2S 84 V o N 0 - N .c} "�mr TIGHTEN-/ CP1�/✓E .11 BSA M COL.Uit/L/ ¢43C214725 W�SELGGOCA1116 kU7-5 nG�J Q m � i 1.• ' 7 �//� N O ,.2 ,A W N _ l,. ZN t /// � Fr✓ N� TYPICAL )[FAIL BEAM C!a,L//,.1. S. 6 I'17 57.81 CLEAR 1.17 �• �T - 30'0 TO RIDGE L 60'0 OUT TO OUT OF GIRT LINE gi-fi'p.: •, • FRONT - REAR .•+_�� 2765s RIGID FRAME CROSS SECTION CS02 (/ 4 SPLICE BOLT TABLE .y SPLICE OTY SIZE DEPTH FRAME LINES 2- 3 A 10 0 3/4 X 2 3/4 i'1 ,•^� V w B 12 0 3/4 X 2 3/4 3'S 5/16 7i C 10 0 7/8 X 2 3/4 1'D 15/16 .�•-"" �'�� �. a I // 1 1 SCALE, NONE DATE CAPE 8 ISLANDS STEEL STEEL FAB. S WAREHOUSE FAJ � - DRAWN BY- RT. 132 CHECKED BY- �,,�,i61 HYANNIS, MASSACHUTES. 02601,,�► _. EUFAULA rAME.,CA. BUILDINGS DESIGN APPD. BY { ,( THE WILLIAMS COMPANY ^! '�xul DRAWING REV.NO. NUMBER 21-5655-01 E-3 0 APONTE, GREGORIO 10/24/87 12-43,10 ,z —,2� 1 1 �- 30•,; 30'1t n 1 28•ti 1 28'11 110 1 I'll ---------------------- ' I LP26-29'11 L P26-29'11 3 4'0� 1164 1 64 4.01 n 3 4 0 5'0 1/4(t- 1/161 W m m m m °' m <•61 4.61 v' LL 9 W m W m W � RR-0101 � RR-0101 V W (V i� f•,-. A^7-6 l y.1,X I e'a A N FC/2L/N TD FR.a ME COAJAl r1 G24A1E BG,QM C2sv-IE BEAM B MC o blf V• N N I I � o N O N b N Uf O a N W 6 O I 1 v J 4 to Q kk u o 000 p 1 K V�C �N } ti 1-01 57'7' CLEAR V 21 30'0 TO RIDGE 30'0 TO RIDGE kX= 60'0 OUT TO OUT OF GIRT LINE gy a J 4w� .53.!¢6 REAR i FRONT p2 K C v 3 RIGID FRAME CROSS SECTION CS03 SPLICE BOLT TABLE FRAME LINES 4- 8 �' f STt-� •-`ti SPLICE OTY SIZE DEPTH 'x..xin •-.JC '` A 10 0 7/8 X 2 3/4 11 1/4 B 12 0 3/4 X 2 3/4 3'5 1/2 -= C 10 0 7/8 X 2 3/4 1'1 3/16 SCALE+ NONE DATE CAPE aB WRE TEEL STEEL FA . & A HOUSE FA DRAWN BY' (? �.� RT. 132 ALAS MA HYANNIS' MASSACHUTES' 02601 EUFAUTA rr CHECKED BY+ "IIJ6_ rAME%�I__IBUILDINGS / THE WILLIAMS COMPANY DRAWING REV.NU DESIGN APPD. BY 4 L. NUMBER 21-5655-01 E-4 0 APONTE. CREGORIO 10/24/87 12-43,10 i r3ES48-20.0 r3ES48-20.0 r3ES48-20.0 r3ES28-25.0 r3ES28-25.0 r3ES28-25.0 j65P-I&r") 73ES28-25.0 FDJ I /2fTUE STDa: �•rvP) 7�SIX.T WIC6)/x3"NT �'� - -�qy''4oX 2 NTS Wl. 1F _ Lc:v_.<dG I � 1 _�-� /'4P9-2 Y• ���_ GKav66E4M co,T/A/• _ -� /'cAZH-/X ---�_ I � --------cae�R,J----- I \\ / 7,4x 1 NT8 \ /' I 520-27./0-� VI-PCQP/f�B2466 \ / \ i r-o"A/.) \C B.2 a-a/8 f £' - - - - - - - - - 9.5Z12-z2.` k-ODe9.5-IC.0 I� nl RC-0201 tRC-0201L A-RC-0101R RC-0101L LRC-0101�'- 1RC-0101 I RC-0101 J 9.5ZI5-19.1 9.5Z15-1 9.1 9.SZI3-2d..'. 9.5Z13-2" 9.5Z13-24`.I 9.SZ13-22.7 TTP. U.N. TYP. U.N. TYP. U.N. TTP. U.N. TYP. U.N. TYP. U.N. V6 1816 20'0 2010 25'0 25'0 25'0 23'5 1'6 1 2 3 4 5 6 7 B 160'0 OUT TO OUT OF GIRT LINE SIDEWALL FRAMING ELEVATION SWO1 r3ES28-25.0 r3ES28-25.0 r3ES28-25.0 -3ES28-25.0 0ES48-20.0 r3ES48-20.0 r3ES48-20.0 F _ LOGe/A/G ur5' I I..FOJI ,L/ -------- rT 1 I NT(3,!7YP.r� \ ------ ---------- -- - - --------- ------- - c PB--LX v SN-1 X VO'TE TO 69-IAJ6 P5C--4M CRZ5-2X 8R8 'l .10 I 70 C ME TAP EGci✓�1Ti c'o \ / GG<}-/' I r'"GC11'/' C7•fP) \ / DF cQ>✓ X-I (C/SGATF'CT�oA,YFIC \ / \ I RC-0301 SRC-0101 iRC-0101 SRC-0101 L tRC-0101'e k-RC-0101L. k-RC-02DIR 1RC-0201 9.5Z)3-22.7 9.5Z13-24..1 9.5ZI3-24.1 9.5Z13-24.1 9.5Z 15-19.1 9.5215-19.1 TYP. U.N. TYP. U.N. TTP. U.N. TYP. U.N. TYP. U.N. TYP. U.N. 116 23'6 25'0 2510 25'0 20'0 20'0 16'6 7'6 160'0 OUT TO OUT OF GIRT LINE SIDEWALL FRAMING ELEVATION SW02 '° 27u55 SCALE NONE DATE CAPE & ISLANDS STEEL STEEL FAB• & WAREHOUSE FA DRAWN BY-1 G�a.'7 RT. 132 i� CHECKED BY; ay�� HYANNIS, MASSACHUTES. 02601 EUF AUTA ALABAMA �~ _ AHERICAN BUILDINGS DE51GN APPD. BY ,.1 THE WILLIAMS COMPANY DRAWING REV.No I NUMBER 21-5655-01 E-5 0 APONTE, GREGORID 10/24/87 12,43-10 y Sf 2PC RK1 15.3 RC-3 7 2P0 �-2y)4�,(14 o4re R8-3L RHI-13.3 RB-3R �o RR-0301 (7�fP RR-0301 GGC- CG.rt-T c�tiR G��I 1 Ica-r FC242-O.//--r[9 K N N W N X W N N N N W N 7 — — N N N h N N — LL < < < < < < 7 < < 1 a a a < a a d a a a a Y W a 0 LL LL O = N O � � K LL N ERC-0301 RC-0301 _ BZ14-19.4 8Z14-19.1 RZi 4-19.4 T 7P. U.N. TYP. U.N. TYP. U.N. STUB COLC�M,LJ 11 19.101 20'0 19,101 11 D C B A R/JFTS2 SHEETING PACKAGE MK# SP—Ol 60'0 OUT TO OUT OF GIRT LINE _I r GASGE 13V_/EL —61/2T ENDWALL FRAMING ELEVATION AT FRAME LINE 1 m _a—__ GABLE ANGLE GA-1 TYPICAL FON-2 /r2 —Oq D cuTAtilD 2r-2 F/ELD WELD TO C:Oe_UM,U 44/0 F2d FTE2 WIWA5NE25(TYG) RR-0201 tR201 �E�7-10Al 'x' X /2�1 Ch'P� CrrP) 6 O W O 8?I2-/9•/� N LL A A O I — — _I N N O I �ODHB-14.0 I U U W U I I a a N I I I IY �I IU � IW 7I O O 11 AEI-0201 tE1-0201 �-� RC-0201 RC-0201 J O fr1 S O IY) �9 l� O Sl O iP M e CI `'� ,OI,Y' 1fa,4• N W m a a1 io W r� - �O N < < < < < < N < < < < < N < < < W BZ14-19 8Z14-1 8Z14-1 TYP. U•N. TTP. U.N.N. TYP. U.N. 11 19,101 20'0 19.101 11 4� � LS b'..Lia'�'i oy �•• D C 60 0 our To our OF GIRT LINE B AI SHEETING PACKAGE MK# SP-02 '� PS: N 'ETO r SEE SFtEET 7PE-/ F02 DETAILS ':,� .. ENDWALL FRAMING ELEVATION AT FRAME LINE 2 ��,, CABLE ANGLE GA-2 At TYPICAL SCALES NONE DATE CAPE d ISLANDS STEEL STEEL FAB. b WAREHOUSE FA DRAWN BY, Gepzl, RT. 132 ��� >i CHECKED erg R, / HYANNIS, MASSACHUTES, 02601 EUFAULA �, ALABAnA -4i��"' AMERICAN BUILDINGS DES16N APPO. BY THE WILLIAMS COMPANY DRAWING IREV.NO. NUMBER ` 21-5655-01 E-6 1 0 APONTE. GREGORIO 10/24/87 12-43,10 ICC-2 W,14)¢OXI 4 NTS RC-3 GYl�kV,45 HE23 2PC RKIpC�l tne�l 2PC RKI-15+3 3R RB-3L-3 �B- � RR-OI01 RR-0101 C� 0 cc -/21-6-r/P) r-cEf+-f C7vv CGC_/p R �7YP)GC-l� -GC-/e&YR o w a 82/2-19f LL I _ UOOH8-1_4.0 — — —� e I I U LL a a I I I I I. .I �7 w LEI-0801 LEI-0801 RC-0101 RC-0101 J N N W N N W N N W N N ZD N N 8Z14-19.4 8Z14-19.1 8ZI 4-19{ N N N N N N N N N N W N N N N N N < <a < < G < < < a M1 d < N TYP. U.N. iYP. U.N. TYP. U.N. 11 19,101 20'0 19.101 11 A B D D SHEETING PACKAGE MK# SP-08 60'0 OUT TO OUT OF GIRT LINE r -I ENDWALL FRAMING ELEVATION AT FRAME LINE 8 GABLE ANGLE GA-1 TYPICAL THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF EXISTING BUILDINGS. I i •., f Ate^ �,FA SCALE t NONE DATE CAPE B ISLANDS STEEL STEEL FAB. d WAREHOUSE FA DRAWN BY-1 RT. 132 CHECKED BY. HYANNIS, MASSACHUTES+ 02501 EUFAULA ALABAMA �' , AHERI CAN BUILDINGS DESIGN APPD. BY THE WILLIAMS COMPANY DRAWING REv.No. NUMBER 21-5655-01 E-7 0 APONTE. GREGORIO 10/24/87 12,43-10 /--STEEL LINE 4 8" FINISHED FLOOR 2" 4" FINISHED 2" 2• FINISHED FLOOR GUIDE ANGLES 1 B° 2" 2„ FLOOR (NOT BY A.B.C.) GENERAL FOUNDATION NOTES I I I'q 224 ° ?I 6 C • t - •'i• 1AME I AN BUILDINGS COMPANY ASS UMES S NO RESPONSIBILITY IBIL fY OR LIABILITY ..., — — — ;�-r;:':•:°'. r%%• :•:li^�,'-" r-i r •I''• FOR FOUNDATION, FLOO R OR SLAB DESIGN,OR CONSTRUCTION. N 2 THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE s:-a' a _ - SPECIFIC SOIL CONDITIONS ITI S PR ESENT ATACTUA L JOB SITE. ITE r.:(.c,;::�•' ' �� ;' :•;;• � \?�" t =`�=��'� �";;:z '= - � _ t2$ANCHOR 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS 'Z$ANCHOR BOLTS �; _ ° o tZ ANCHOR BOLTS \ �;. j BOLTS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RE- OUT s�// CONCRETE SIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS (BEYOND) REPRESENT THE MAXIMUM DESIGN BEYO -LOADING CONDITIONS,THESE REACTIONS- REPR M D GN LOADS TO BE RESISTED BY THE FOUNDATIONS. 4. REINFORCING BARS,WIRE MESH,ANCHOR BOLT SHEAR ANGLES, TIE RODS SECTION "C-C" SECTION D-D" AND/OR HAIRPINS(HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO SECTION "B B" (ALTERNATE DETAIL) (STANDARD DETAIL) THE FOUNDATION DESIGN.COLUMN BASE HORIZONTAL THRUST ACTING IN CON- JUCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIR PINS,TIE RODS,BUTTRESSES OR COMBINATIONS OF THESE OR OTHER DEPEND- ABLE MEANS. 5. FOOTING.SHOULD EXTEND A MINIMUM OF 6" INTO NATURAL SOIL,OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED AND THE FOOTING }0 ANCHOR BOLTS xOL6` SHALL EXTEND TO NATURAL GRADE.IN ALL CASES THE FOOTING SHALL EX- TEND AT LEAST 6"BELOW THE LOCAL FROSTLINE. - ,';I ANCHOR BOLTS x O�-6" 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED IN FOUNDATION BASE ANGLE FASTENERS (NOT D- WALLS AND SLABS MIDWAY BETWEEN COLUMNS.(NEVER AT COLUMNS IBY A.B.C.) (MINIMUM'a"4 7, THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL,AND -1 BASE ANGLE CONCRETE ANCHOR BOLT 5-0 O.C. MAXIMUM SPACING OR SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE ''-ie e4i EQUAL OTHERS) - ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN- 2 I ' ALL OTHER DIMENSIONS SHALL BE WITHIN t'a INCH. I � S. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE r`•y;•, °.::•:;:•:`•.::;`'q::;..•;:;•'„ 2 i I 2• I BEARING STRESS OF CONCRETE THAT HAS A MIP41MUM COMPRESSIVE ::::A,-• STRENGTH OF 3000 P,S.I.AT 28 DAYS. t•::-0:=..-;;,::::. •:i:-•_''• I 9. UNLESS EXPLICITY NOTED OTHERWISE,ALL EMBEDDED STRUCTURAL STEEL t D i :;• .:.� L AND LABOR SHALL BE SUP- (INCLUDING ANCHOR BOLTS OTHER MATERIALS,A z v `. ,;, •,,,,,� "C" "D"� PLIED BY THE FOUNDATION CONTRACTOR. '" "••'" •''' -� 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PRO- a ° JECTION FROM CONCRETE,DIAMETER,AND QUANTITY. 2" NOMINAL DOOR WIDTH 2" 4-2" 4-O" 4-2" 11. BOLT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EMBEDMENT IN- TO THE CONCRETE FOR THE BOND STRENGTH(WITH OR WITHOUT HOOK) TO DOOR WIDTH-4' 12-4" DEVELOP AT LEAST 75%° OF THE ALLOWABLE TENSILE CAPACITY OF THE BOLT,AND IN NO CASE SHALL THE LENGTH BE LESS THAN 20 TIMES THE BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT STANDARD SLIDING DOOR LAYOUT NOMINAL DIAMETER H THE BOLT UNLESS OTHERWISE NOTED. 12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM A.B.C. DESIGN ASSUMPTIONS BASED ON ALLOWABLE STRESSES GIVEN IN THE MANUAL OF STEEL CONSTRUCTION,8th EDITION, A.I.S.C. 1980,SEC- TION 1.5. 2' — 2 z z DIAMETER LENGTH PROJECTION 34' 1 -3• 2 rUx z qa• 1.-6" 2° w wl 1" 1 -9" 2" J f 90° 18 2''0• 2z 1'a• 2'-0° 2z --Ll 4" MIN. TENSION PLATE (AS REOD.) SCHEDULE OF MINIMUM RECOMMENDED RECOMMENDED ANCHOR BOLT DETAIL ALTERNATE ANCHOR BOLT DETAIL ANCHOR BOLT LENGTH — SCALE: DATE - 4 REVISED SECTION '*C-C"a"D-D" IKE TDN 10-87 GENERAL FOUNDATION NOTES EUFAULA — A�AaAMA 3 ANCHOR BOLTS AT O.H.DOORS MMC MM� 11-85 DRAWN CHECKED B AND � 2 CORRECTION IN NOTES RE MMc 10-84 DESIGNev: Z DESIGN APP'D.BY: 4-83 GENERAL CONCRETE DETAILS DRAWING; 1 MARK NO. REVISION ONLY IKE M.MC)5-83 FN -.1 4 3 NO. REVISIONS MADE]CK'D.IDATEi NO. REVISIONS MADE CK'D.DATE NO.I REVISIONS MADE CK'D.DATE - - NUMBER f ; i 2"cbX i; A-307 BOLTS W/2-SAE WASHERS PER PURLIN OR BY PASS GIRT BOLT i I X 11" A-307 BOLT I-6" I_6" W 1 2`SAE WASHERS zmX l4 A307 (TYP .0 .N .) BOLTS W/2-SA 3' 1-6• PURLIN OR GIRT - WASHERS PER ♦~ tI BOLT ( U.N.) IT I T BASE TRIM FASTENER I ! (BY OTHERS) I ! 1 — 7 —————— 1/4- m CONCRETE ANCHOR (MIN.) 1! t= -- - - II -- - - � ,'- ='= --�---------- 5 '0 O.C . (MAX .) ! ! 1. RIGID FRAME RAFTER OR COLUMN =-__-— PURLIN 16 GA . PRE-FORMED n G OR GIRT BASE TRIM z '�X t 1 A-307 BOLTS _1 z� X I," A325 BOLT z�X 14 A325 BOLT z�X 14 A307 W/2-SAE WASHERS PER ROOF BEAM " •N WITH WASHER BOLTS W/2-SAE BOLT OR COLUMN IN \y: WITH WASHER WASHERS PER BOLT ( U.N.) - _ x 9 1/2- PURLINS AND GIRTS USE71 \\• FRAME BRACE RAFTER OR COLUMN A-32S BOLTS WITHOUT WASHERS % i SECTION THRU FRAME 2 PURLIN AND GIRT CONNECTION 3 PURLIN AND GIRT CONNECTION SECTION THRU BASE TRIM Dt AT FRAME BRACE Dt 1'-9' LAP AT FRAME LINE Dt 3'—O" LAP AT FRAME LINE Dt A325 BOLTS INSTALLATION- BOLTS IN CONNECTIONS SUBJECT TO TENSION LOADS SMALL BE TIGHTENED TO PROVIDE, WHEN ALL FASTENERS IN THE JOINT ARE TIGHT, AT LEAST THE MINIMUM TENSION 5 MOWN IN THE TABLE BELOW. BOLTS IN CONNECTIONS NOT SUBJECT TO TENSION LOADS, AND 31 i 31 1 WHERE LOOSENING FATIGUE DUE TO VIBRATION OR LOAD FLUCTUATIONS ARE NOT �zmX 1;" A 3 O 7 DESIGN CONSIDERATIONS NEED ONLY TO BE TIGHTENED TO THE SNUG-TIGHT CONDITION. 1i BOLTS W/2-SAE TURN OF THE NUT METHOD - A METHOD FOR PRE-TENSIONING HIGH-STRENGTH BOLTS. WASHERS PER B L T THE NUT IS TURNED FROM THE SNUG-TIGHT POSITION CORRESPONDING TO A FEW z,a)X 14' A 3 0 7 OLDWS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN U51NG AN ORDINARY BOLTS W/2-SAE SPUD WRENCH, THE AMOUNT OF RO TATION REQUIRE D BE IN G A FUNCTION OF THE BOLT WASHERS PER BOLT (U .N .) • DIAMETER AND LENGTH. N U T HEAD PER SECTION 5 Ai5C SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 ---- ---- - --------------�--- 4"� 3'3' OR A-490 BOLTS. RECOGNITION OF TORQUE CONTROL METH005 15 WITHDRAWN A 3 0 7 MACHINE C H I N E BOLT L T BECAUSE OF THE NO CO DI T VARIABLES OF TORQUE-TO-TENSION RELATIONSHIP FOR SEEMINGLY SIMILAR BOLTS AND CONDITIONS. ! ! NOTES t. A-325 HIGH TENSILE BBOLTSOLTS. WILL HAVE A DARKER FINISH THAN BA-2307UILDINGS BOLTS. W �—W--�{ 2, AMERICAN BUILDINGS COMPANY NOR 1T5 SUBSIDIARIES I I WILL NOT ASSUME ANY RESPONSIBILITY FOR IMPROPER BOLT I ! I I LOCATION. PURLIN OR GIRT PURLIN OR GIRT I o A32S MANUFACTURERS 3. SPECIAL CARE MUST BE TAKEN TO INSURE CORRECT zmX 1 a A307 --_-- - I IDENTIFICATION BOLT WILL BE INSTALLED IN ITS PROPER LOCATION AS SYMBOL EROWN ON THIS AND/OR ATTACHED SHEETS OR NOTED ON BOLTS W/2-SAE ERECTION DRAWINGS. DIA. WASHERS PER BOLT PURLIN OR GIRT a. USE 1/AS ER A oR 3/a' NECT H.T. BOLTS G W/ ONE H.T. WASHER AT ALL CONNECTIONS HAVING SLOTTED HOLES. S. ALL A-307 BOLTS REQUIRE THE USE OF TWO (2) SAE-I RAFTER OR COLUMN zmX l4 A30 NUT HEAD WASHERS PER BOLT. BOLTS W/WASHERS RAFTER OR COLUMN A325 HIGH TENSILE BOLT ------ x 9 1/2- PURLINS AND G 1 RTS USE 2-SAE WASHERS PER BOLT ( U.N.) r_ ____ _ A�2Y tig1 7 S�HFRU ——— A-325 BOLTS WITHOUT WASHERS (BLACK FINISH) sizE I REMAflK TENSILE KIPS 1 NUTRoiATIeNJ 6 P U R L I N A N D G I R T C O N N E C T I O N 1/z X z I/a I ASTM A-325 HIGH TENSILE 12.0 1/3 TURN 5 ASTM A-325 HIGH TENS 1 LE LE I 12.0 I 1/3 TURN TURN PURLIN AND GIRT CONNECTION oI ASTM A307 ,A325 BOLT IDENTIFICATION I F I CAT I ON 13/4 X z 3/a IASTM ASTM AA-325 H]GH TENSGH TENS ILE � 28:0 � 1/3 TURN D1 3- 11" LAP AT FRAME LINE DI O�-5• LAP AT FRAME LINE (W= 7/8" FOR 1/2" BOLTS,W= 1114° FOR 3/4" BOLTS) L----I---------L----'----J INSPECTION. BOLTS TIGHTENED BT TURN-OF-THE-NUT METHOD MAY HAVE THE OUTER FACE OF THE NUT MATCH-MARKED WITH THE PROTRUDING BOLT POINT x z m X I a A-307 BOLT BEFORE FINAL TIGHTENING, THUS AFFORDING THE INSPECTOR VISUAL MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH HARKS CAN 5E MADE BY ?HE WRENCH OPERATOR WITH A CRAYON OR DAB OF W/ 2— SAE WASHERS (TYP. ) PAINT AFTER THE BOLTS HAVE BEEN BROUGHT UP SNUG TIGHT, PURLIN OR BY PASS GIRT (3 '-0 LAP CONDITION) - BEVEL WASHER THE SIDES OF BOLT MEAD$ AND NUTS TIGHTENED WITH AN IMPACT WRENCH LILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT THE C U T WASHER FURTM°RIIIhSPECT8I ONNISPNECESSARYTFORFBOA SLTSTENEIN "BEARRNGLTYPEO R O D BRACE A C E CONVECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING I 15 NOT DEPENDENT UPON HIGH TENSION. V15UAL EVIDENCE OF I WRENCH IMPACTING 15 ADEQUATE INDICATION THAT THE NUT HAS 1 t. I HEX X NUT BEEN TIGHTENED SUFFICIENTLY TO PREVENT IT FROM LOOSENING AN FALLING OFF ACCIDENTALLY. COLUMN OR RAFTER RIGID FRAME RAFTER OR COLUMN WEB OF LWEB OF COLUMN OR RAFTER BEVEL WASHER 10 ROD BRACE NOTE: z m X li A325 BOLT _ CABLE BRACE 01 WITH WASHER. MUST BE m X l " A32S BOLT 2 1/2" � BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REQUIRED TO BE TIGHTENED TO SNUG TIGHT CONDITION ONLY. USED 1N LIEU OF A-307 2 WITH WASHER HEX NUT BOLT FOR FRAME BRACE ' ' EYE BOLT CONNECTION FRAME BRACE CUT WASHER sCALE� NONE DATE x 9 1/2- PURLINS AND GIRT5 USE - _ A325 BOLTS WITHOUT WASHERS CONNECTION DETAILS qqq DRAWN B7� 7-85 � ALABAMA PURLINS, GIRT5, BASE TRIM FUf AULA SECTION THRU FRAME 9 CHECKED BY-1 CABLE BRACING AMERICAN FlYply BUILDINGS DI D1 CABLE BRACE DESIGN APPD. Br AT FRAME BRACE DRAWING, F EV No CABLE REV. 11-85 NUMBER Dl I i I RIDGE RAFTER RIGID FRAME RAFTER RIGID FRAME COLUMN — COLUMN LINE _ — COLUMN —a 12" 3" �* GIRT LINE. �,— MIN. PROJECTION m (U .N.) BASE TRIM SEE SCHEDULE SHEET FN-1 ' SHOP WELDED ' '•�lI GI '/ STIFFENER — 3' li i . ( ) 4 m X A-325 BOLTS ^ �. — I ANCHOR BOLT ( ) '"(DX _ A-325 BOLTS 1 2 HAUNCH CONNECTION BASE DETAIL AT EXTERIOR COLUMN p4 BOLTED RIDGE CONNECTION D4 D4 i EAVE STRUT I (2)z m X 14 A325 BOLTS �W/WASHERS EAVE STRUT EAVE STRUT i RAFTER -- ------------�-- -- -- — -----------r -- EAVE STRUT PLATE (E5P-1) COLUMN i �t' I' RIDGE BRIDGING CLIP (2) z m X 2" A325 BOLTS ESP—I/� z m X l4 A325 BOLTS W/WASHERS W/ONE WASHER (PURLIN PURLIN EAVE FRAME BRACE ( ) 3 m X A32S BOLTS ' i EAVE FRAME BRACE � b *l EAVE FRAME BRACE 2--12 x 1 114 SDHH RAFTER HEX HEAD FASTENERS q 5 DETAIL AT RIDGE BRIDGING CLIP EAVE FRAME BRACE DETAIL SECTION THRU HAUNCH D4 C4 D4 AT EAVE FRAME BRACE i i 1 i i COLUMN GIRT CLIP (GC—IL ) GIRT CLIP(GC-1" ) GIRT GIRT + i NOTE: 8" 1/2" BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REQUIRED TO BE TIGHTENED TO SNUG TIGHT CONDITION ONLY. _ GIRT EXTENSION ANGLE (GEA-1) z m X la A307 BOLTS W/2—SAE WASHERS PER BOLT 7 SCALE NONE DATE ' G I RT CONNECTION TO COLUMN FRAME DETAILS FAMERICAN ' DRAUN Br. 7.85 GC, LP2, LP4 (30-60 FT.) BUILDINGS EUEAULA `-CYG66�� ALABAM D 4 CHECKED er INSET GIRTS ` Vl BUILDINGS DESIGN APeo. Br DRAUING ^ Ev.NO REV. 11-85 NUMBER ' �`� 1 ( (ff 8" EAVE STRUT i (4) i 0 X l4 A325 BOLTS (4) a-m X A325 BOLTS s _ + fW (2) 34' 0 X 13;A-325 BOLTS i �� - - /ONE-H.T. WASHER PER BOLT -m o - ------- -- ------ -------- - VARIES— I 4" i m X l 4 A325 BOLTS " -_____----- j W/WASHERS - -+ _ EAVE ++ E EAVE STRUT BRACKET RAFTER ENDWALL INTERIO CORNER ENDWALL RAFTER (SHOP SPLICE) COLUMN (CHANNEL) ----- ENDWALL RAFTER COLUMN (DOUBLE CHANNEL RAFTER) (DOUBLE CHANNEL RAFTER) (WIDE FLANGE) ENDWALL RAFTER COLUMN CLIP (SHOP WELDED) l CORNER COLUMN ENDWALL RAFTER ENDWALL RAFTER ENDWALL INTERIOR COLUMN D13 CONNECTION DETAIL D13 SPLICE DETAIL ol3 RIDGE DETAIL Dl3 CONNECTION DETAIL i i S I DEWALL---,_ GIRT GIRT CLIP ENDWALL INTERIOR COLUMN (DOUBLE CHANNEL COLUMN) CORNER COLUMN GC_IL �5—"-�j (WIDE FLANGE) C-IR OOUT51DE OFCONCRET li Ili ——— ——— CORNER ENDWALL RAFTER r + ; COLUMN cO U FLIANGE) (DOUBLE CHANNEL RAFTER) CORNER GIRT r- 91' CLIP CGC-1 ANCHOR l" 2 - 3/4"0 ------------------------------- ---------- BOLTS no lox 1(. �, GIRT ("m X 1) A325 BOLTS (4 REQ'D) A307 BOLTS �i z x 1a A307 BOLTS B" EAVE STRUT i )- z i- 4 A 0 SAE - W 12 SAE WASHERS PER GIRT EXTENSION 2" PROJECTION (U.N .) 2 0 X l4 A325 BOLTS (4 RED 'D) WASHERS PER ENDWALL GIRT BOLT ANGLE GEA-1 W/H.T . WASHERS BOLT STRUT D53 CORNER GIRT CONNECTION D13 ATGENDWALIRT OLNINTERI)ORECOLUMN TAIL D13 CORNER COLUMN BASE DETAIL p83 EAVE TO CORNER OCOLUMNION PURL IN ENDWALL RAFTER '-m X Ir A307 BOLTS (DOUBLE CHANNEL RAFTER) 2 W12-SAE WASHERS PER BOLT SCALE NONE DATE 9 PURL 1 N CONNECTION DETAIL ENDWALL DETAILS A T ENDWALL RAFTER �— DRAWN BY 7-85 DOUBLE CHANNEL SECTIONS EUFAULA ALAB—A D13 CHECKED BY. �AMERICAN c�9y '`\BUILDINGS CIESIGN ArPo. er 11-85 I NUMB ERDRAWIN❑' D13 EV1 NO REV. .�,�.a.-.,..<,,w-,.,-.-,...-y„n.:_.....�..,�,-.�. ,.-,:....,,Ax.�, -:,,.��,.--..,.,....�w..an .....—.+•-..a....._..._.....n.,�.,....--..w...,._-.....:�,..,..,,-....�.....,.,�._,..,.....a.,..m..u,,,.,..-,..-E,,....,-.-..�.�.-+r,...A.,--�. ... SAG ANGLE TAB INSERTED INTO KEY HOLE AND LOCKED INTO POSITION EAVE STRUT BY TURNING AND BENDING TAB CABLE WITH GRIPS 5 AT EACH END. ROD BRACE WEB OF COLUMN WEB OF COLUMN d SAG ANGLE OR RAFTER OR RAFTER BEVEL WASHER BEVEL WASHER #12 HEX HEAD FASTENERS �' \\ 1 I HEX NUT \��\\ EYE BOLT HEX NUT \\\\\ -- PURLIN — CUT WASHER CUT WASHER SAG ANGLE � 3 4 SAG ANGLE CONNECTION TO EAVE STRUT S 6 SAG ANGLE CONNECTION TO PURLIN CABLE BRACE ROD BRACE S6 56 S6 RIGID FRAME COLUMN EAVE STRUT 47 PORTAL COLUMN CLIP PORTAL COLUMN — — ———— — — — — — — RIGID FRAME COLUMN z�xi'a A325 BOLTS z�x1 a A325 BOLTS _ _ -- _---- 'i,Px14 A325BOLTS i2mx14 A325 BOLTS ——— WITH WASHER I FIELD DRILL FIELD DRILL I I PORTAL --— — —-- -- COLUMN PORTAL COLUMN I I I I PORTAL BEAM RIGID FRAME I I I 3rox2°A325 BOLTS COLUMN I I I + I II I I ' 6 6 $ SECTION THRU PORTAL COLUMN VOID BEAM TO COLUMN CONNECTION SECTION THRU PORTAL COLUMN S6 INSET GIRTS 56 S6 PF-2 PORTAL FRAME S6 BY-PASS GIRTS EAVE STRUT 4' EAVE STRUT PORTAL FRAME A 325 H.T. BOLTS GIRT CLIP NCP-18 II 20.114'A325 BOLTS-1 II I II IIIIII I;IIII I IIIIII i i� OLTS -----—�—1m�x�1'a"A—3 2—5—B•� �— SIDEWA—LL GIRT —T PANEL CL I FED DRILL � xt' A30 7 BOLTS OL TS WI WASH ERS (BOTH SIDES) 1'' BOLTS AT'3 POINTS PIPE BRACE FIELD DRILL PORTAL COLUMN PORTAL RAFTER---,,,, 2q• RIGID FRAME COLUMN PIPE BRACE) Z4Ix aA325 H.T BOLTS COLUMN WALL GIRT I I CLIP I1°I� I i I I PORTAL I II �— RIGID FRAME COLUMN COLUMN 9 PIPE BRACE TO COLUMN CONNECTION PIPE BRACE CONNECTION TO EAVE STRUT GIRT CONNECTION TO PORTAL COLUMN 12 56 PF-2 PORTAL BEAM CONNECTION PF-1 PORTAL FRAME S6 PF-1 PORTAL FRAME 56 56 TO EAVE STRUT NOTE: A307 BOLTS REQUIRE 2 WASHERS PER CONNECTION. A325 BOLTS REQUIRE 1 WASHER AT SLOTTED HOLES ONLY. 5 GENERAL REVISION T.H.G.IT.D.N.1 8-871 SCALE: DATE 4 GENERAL RE`/ISION AM T.G 11-85 EDPADLA " ALA.A-A 3 REVISED SECTIONS 11 & 12 I W. M M 4-84 DRAWN BY: CHECKED BY: SECTIONS AND DETAILS 2 REVISED SAG ANGLE DETAILS L.A. M.MS 8-83 REV.NO, 1 1 GENERAL REVISION IKE M.MC. 2-83 DESIGN APP D.BY: DRAWING 6j TE NO REVISIONS (MADE CK'D. DATE( NO. REVISIONS MADE(CK'D.LATE ISSUE DATE 4-82 NUMBER I 4 NO.I REVISIONS (MADEI CK'D.IDA II GIRT OPTIONAL DOOR GIRT -------------- - n 12 SELF-DRILL HEADER CLIP* WALL FASTENERS WALL PANEL I I — DOOR HEADER #12 SELF-DRILL 1 WALL FASTENER ; Imo`_ 1'-0' O.C. SUB-JAMB I ; GIRT INSIDE CLOSURE— JAMB CLIP NWDC-1 OPTIONAL DOOR GIRT ', (USE ONLY AT OPTIONAL DOOR GIRT) \ —� SUB JAMB* `JAMB CLIP-NWDC-1 DOOR HEAD FLASHING HF-3 FOR 3070 HF-4 FOR 4070 NON-HANDED JAMB . HF-6 FOR 6070 CAULK /I---LDOOR HEADER * JAMB DETAIL AT OPTIONAL DOOR GIRT NON-HANDED JAMB OPTIONAL DOOR GIRT SECTION THRU WALK DOOR HEADER BASE CLIP \.J L 3-9" NOTE: ASTERISK ( ) INDICATES PARTS SHIPPED CONCRETE FLOOR 2" 3'-0" 2" IN DOOR FRAME PACKAGE 31-4, GIRT OPENING DETAIL 3'-7" FOR 3070 DOOR 4'-7'FOR 4070 DOOR _ DOOR FRAMING LAYOUT 6'-7"FOR 6070 DOOR 3�2 . 31Y MAJOR RIB(TYPICAL) MAJOR RIB (TYPICAL) I ANCHORS (BY OTHERS) 1 3-34 BASE CLIP� (RAM SET OR LAG BOLTS BY OTHERS) EDGE OF CONCRETE 5•• + 15 12 1� 218" 218 —� BASE CLIP DETAIL 3, 3, 1 8 1 34 34 DOOR JAMB� DOOR JAMB� 3'-41 FOR 3070 DOOR 3'-3" FOR 3070 DOOR 4'-44 FOR 4070 DOOR SUB-JAMB- 3 4' 3" FOR 4070 DOOR #12 x a TYPE B SCREWS 6'-4 a FOR 6070 DOOR 6'-3" FOR 6070 DOOR 12 x a TYPE B SCREWS "12 SELF-DRILL WALL FASTENER I SUB-JAMB 2'-0"O.C. JAMB FLASHING -N HRJF3- 714" �N cv CAULK LONGSPAN PANEL --HEM FLASHING HF3A-7'4" N BLIND RIVET 2'-0"O. C. CAULK ARCHITECTURAL II PANEL I ® BASE ANGLE END CAPS DOOR OPENING IN ARCHITECTURAL II PANEL JAMB DETAILS MK'° DBAC DOOR OPENING IN LONGSPAN WALL SCALE: NONE DATE 4 GENERAL REVISION L.W M.Mc. 3-87 �' 5 az NON-HANDED WALK DOOR EUFAUCA A�ABAMA 3 GENERAL REVISION IKE M.M. 11-85 DRAWN BY: �S 1 f 2 GENERAL REVISION IKE IM.MC.2-B3 CHECKEDBY: J.E.D. 6-82 DESIGN BY: ERECTION DETAILS E� „O- f Ste'T I(�`� Ti-i ",J �,Y�i r rn;.G v+c,c-� T�_ ,n^•t4 ,�_p� DRAWING ?_ NO.I REVISIONS MADEI CK'D.iDATE ENO. REVISIONS IMADEI CK'D.IDATEIiNO.I REVISIONS MADE CK'D.I DA I EI NUMBER WD-1 Ip4 •.I I r�...�. .,�.,>•Y, ,,-,gym ,...�,.,.�., .,- � ..,. ...,.�-:_. ,�,.mx...,�,,,�,�-,-,;.�.�. ,.�...,..., .,P... .,>,,...,:•��..,a=-,�.. .�...,..2,..,�.�.,.. .-..�.,..F E-.�. .a .......__ .-�._..,..,..,._. _ ..,-n.,.,.,..:;�.-.�,.�.....,�;..�.,...,..,.,...r...� #12 x 34" TYPE B SCREWS ' I I ' JAMB CLIP* GIRT GIRT ' DOOR HEADER I I T I I 1 � I 1 � I 1 I 1 I � 0.0. JAMB CLIP DOOR HEADER ; _________--' DOOR JAMB I � JAMB CLIP � #12 FASTENER TYPICAL) I �\ ibb #12x34"TYPE B SCREWS SUB-JAMB� '�~ DOOR JAMB CORNER CONNECTION DETAIL SUB JAMB I BASE CLIP SUB JAMB DOOR JAMB SUB-JAMB DOOR JAMB INTERMEDIATE DETAIL 1�1_0_2#12xV TYPE B SCREWS I I DOOR JAMB SUB-JAMB i BASE CLIP BASE CLIP B� ASSEMBLY DETAIL FOR NON-HANDED FRAME /�—CONCRETE FASTENER \ � / (BY OTHERS) NOTE: ASTERISK W INDICATES PARTS SHIPPED IN DOOR FRAME PACKAGE BASE DETAIL #12 x34"TYPE B SCREWS - I I SCALE: NONE I DATE DRAWNSY: A.M. 582 NON-HANDED WALK DOOR EUfAULA ALABANA CHECKED BY: J.E.D. s az ERECTION DETAILS REV,NO. DESIGN APP'D.BY: DRAINING W D—2 O NO.I REVISIONS MADE!CK'D. OATEINO.I REVISIONS MADEICK'D.IDATEIINO. REVISIONS h4ADEICK'OIDATE NUMBER - - - -.......�...._�...,._>--._.:. ..T,-_x..�o.......,-.._...,,�,.,...�,.,.,�.*.�.�,...-�h-,.V.,�-,-n->�-T-...a=-:,-.�:,--,..�-..,,..�.......xa.wR.�..._.,..--..�.�.�-.�+�._...,..,.,-.-�.•M�..a.....—.-�,-....,-....,..,.,..,_ ,...n.-..�,,...,.,,.�.�->, -,..-.,.,-.,....-.,«..� � .. 6 D.1 GIRT II OVERHEAD DOOR SCHEDULE FOR LRF, RF& LSS BUILDINGS EAVE STRUT - - - - -- - ------------------ ------ JAMB SCHEDULE FOR DOOR HEADER SCHEDULE a iI AT EAVE OR BELOW EAVE DOORS JAMB CLIP I I it it DOOR DOOR JAMB DOOR DOOR HEADER " li GIRT HEIGHT 8' g WIDTHrDH 8' g1 A GIRT I - I GIRT u g' ODJ 8 9.4 0DJ9.5 9.4 $' B 8 ODH9.5-8 °t --- 10' ODJB 11.4 ODJ9.5 11.4 10' B 10 ODH9.5 10 -- j DOOR HEADER I I q 12' ODJ8-13.4 ODJ9.5-13.4 12' 8-12 ODH9.5-12ji 9i DOOR GIRT 8'DOOR GIRT it 14' ODJ8-15.4 ODJ9.5-15.4 14' S-14 ODH9.5-149's 12-280. FOR 25'BAYS 8' 12-28.0 FOR 25'BAYS JAMB CLIP h16' ODJB-17.4 ODJ9.5-t7.4 16' 8-16 ODH9.5-16 u II II 9'z 2 12-230 FOR 20'BAYS T Z 14-23.0 FOR 20'BAYS I I n 18' ODJ8-19.4 ODJ9.5-19.4 18' ODH8-18 ODH9.5-18 n 9 20' ODJ821.4 ODJ9.5-21.4 20' ODH8-20 ODH9.5-20 ry COLUMN I I e n I V 1 I �I 22' ODJ8-23.4 ODJ9.5-23.4 22' ODH8-22 ODH 9.5-22 p I 2 I u COLUMN OO1 I COLUMN tl I O DOORJAMB COLUMN W 11 I p II 8 II i I =� III� DOOR HEA OD 7 DOORJAMB OD7 pe GIR ... GIRT GIRT Q DER - I " �i (D GIRT ii GENERAL NOTES: 14, W -DOOR I 1.STANDARD OVERHEAD DOOR FRAMING TO BE FIELD LOCATED. CUT p GIRT I I I I GIRT DOOR JAMB = JAMB-,,,,,I I GIRT I STANDARD PANELS AND GIRTS AS REQUIRED. p I I q II (OPTIONAL) II T I� OPTIONAL) I I l (OPTIONAL) II __ _ ------r 2.MAXIMUM HEIGHT OF DOORS IS 2'-0" LESS THAN NORMAL EAVE HEIGHT. -- ----- ----- - ---------�--�---- ----�---'---- III----- ----+ r--_ -- - -+ I O I---------- �- 1 1• ----� ---- II ?GIRT I R --- 3.ALL STRUCTURAL CONNECTIONS TO BE MADE WITH 2 x1q A307 BOLTS II I p WITH WASHERS. II II 5 u (OPTIONAL) ONAU 4.JAMBS MUST BE LOCATED A MINIMUM OF T-0' FROM CENTER LINE OF II D1 II II I I D I ° COLUMNS. II --------------- -_ II ------�---------- --- :).FOR FLASHING AND PANEL DETAILS SEE SHEET OD3. --------------- ---- BASE ANGLE BASE ANGLE &DOUBLE NEST DOOR GIRT AT STANDARD GIRT WHEN REQUIRED. LBASE ANGLE BASE ANGLE VARIES DOOR WIDTH VARIES 7.SEE SHEET FD-4 FOR FASTENER SCHEDULE. VARIES DOOR WIDTH VARIES BAY SPACING / BAY SPACING -DOOR BASE ANGLE CAP-DBAC DOOR FRAMING ELEVATION DOOR FRAMING ELEVATION WITH JAMB CONNECTION BELOW EAVE WITH JAMB CONNECTION AT EAVE G a (9)012 SELF-DRILL WALL FASTENERS OD1 8.. 7 2 DOOR GIRT '4' OD1 EAVE STRUT •v JAMB CLIP JC-8(8'GIRTS) I I (9)412 SELF-DRILL '11 WALL FASTENERS JC-9.5(912' GIRTS) I I EDGE OF ii ;l1 Y I 1• t' 2'I DOOR WIDTH 2 SLAB x' �t. JAMB CLIP JC-8(8' GIRTS) 2�ZA307 BOLTS ;, s °�I, 2cPANCHOR BOLTA JC-9.5(9t2 GIRTS) WITH WASHERS DOOR WIDTH+4' (BY OTHERS) 2�x 11gA307 BOLTS I I j DOOR JAMB - WITH WASHERS TYPICAL ANCHOR BOLT LAYOUT SECTION THRU ANCHOR BOLT LAYOUT ice' '- I I OD1 i j----- __ DOOR JAMB 12x1t4 A307 BOLTS FIELD CUT AND FIELD 6 JAMB CONNECTION AT EAVE STRUT COD WITH WASHERS DRILL GIRT AT JAMB1 JAMB CONNECTION AT IT DOOR --_________ BASE CLIP I I I JAMB DOOR GIRT I I I I II ANCHOR BOLTS EAVE STRUT DOOR GIRT I I ! i I (BY OTHERS) BASE ANGLE FASTENER __ __ _ t DOOR JAMB t- - ; I I I DOOR JAMB (BY OTHERS) ____- 1_L I j I I I I - JAMB CLIP DOOR _ _ _ (9)#12 SELF DRILL HEADER JC 8(8'GIRTS) CAP-DRAG JC-9.5(92GIRTS)I i I JAMB CLIP i I lu (9)#12 SELF DRILL I i I I LGIRT DOOR BASE ANGLE 1 I i w WALL FASTENERS JC 8(8'GIRTS) i WALL FASTENERS 20x 14 A307 BOLTS i I ; 2� x 14A307 BOLT JC-9.5 92GIRTS II I WITH WASH_ I 1' 1' WITH WASHERS BASE ANGLE DOOR JAMB I I I I FRS i DOOR JAMB 2�x14 A307 BOLT (FIELD NOTCH) WITH WASHERS oD1 JAMB CONNECTION OD1 HEADER CONNECTION oD1 GIRT CONNECTION AT JAMB oD1 JAMB CONNECTION AT oD1 JAMB CONNECTION AT ! AT DOOR GIRT AT JAMB FINISHED FLOOR EAVE STRUT NOTE: A 307 BOLTS REOUIRE 2 WASHERS PER CONNECTION. 1 I SCALE: DATE DRAWN BY: OVERHEAD DOOR EUPAULA �7J�,. ALABAMA p 3 GENERAL REVISION IKE IJED 11-85 CHECKED BY: z REDRAWN L.W. M.MC. 1084 DEs�NAPP*D.BY. FRAMING DETAILS DRAwIN� " 1 GENERAL REVISION IKE MM 2-83 REV.NO. c (BY PASS SIDEWALL) O D 1 3 a NO. REVISIONS MMADEI DATE NO. REVISIONS MADE CK'D.DATEilNO. REVISIONS MADE!CK'D.DATE ISSUE DATE: 4-82 NUMBER D EAVE STRUT GIRT OVERHEAD DOOR.SCHEDULE FOR GC,LP2 ,LP4 BSSF BUILDINGS it JAMB SCHEDULE FOR I i y DOOR HEADER SCHEDULE AT EAVE OR BELOW EAVE DOORS i� oD JAMB CLIP jl DOOR DOOR JAMB DOOR I DOOR HEADER ti j GIRT - HEIGHT 8'JAMBS 9.5 JAMBS WIDTH 8'HEADER 95`HEADER GIRT - GIRT it _. 8' ODJ8-9.4 ODJ9.5-9.4 8' ODH8-8 ODH9.5-8 10, ODJ8-11.4 ODJ9.5-11.4 10' ODH8-10 ODH9.5-10 s- G' q DOOR HEADER /q DOOR GIRT 12' ODJ8-13.4 ODJ95-13.4 12' ODHS-12 ODH9.5-12 I it 8E1219.1 FOR:8'GIRT5,20BAY 14' oDJs 15.4 CDJ95-15.4 14' ODHB-14 CDH9.5-14 9 it II 1 8E 12-24.1 FOR S.GIRTS,25 BAY JAh18 4 II D2 9.5Z12-24.1 FOR 912GIRTS.25'BA�CL1P 16' ODJ817.4 ODJ9517.4 16' ODH8_16 ODH9.5 16 II OD2 II 18' `ODJ8 19.4 ODJ95-19.4 18' ODHB-1B ODH9.5-1B p II- �� 20 ODJB 21.4 ODJ95-21.4 20' ODHB-20 ODH9.5 20 i COLUMN II II 22' ODJB 22.4 ODJ95-22.4 22' ODH8 22 ODH9.5-22 I I I� COLUMN Op yr COLUMN li DOOR JAMB COLUMN 1 y DOOR JAMB II q GIRT - GIRT 4 OD2 iRT DOOR HEADER I' LD DOOR GIRT GENERAL NOTES: i w R DOOR JAMB. JAMB GIRT OD2 1.STANDARD OVERHEAD DOOR FRAMING TO BE FIELD LOCATED CUT STAN- b GIRT = GIRT �I II ! OPTIONAL) y DARD PANELS AND GIRTS :AS REQUIRED. 4 I __ _ (OPTIONAL) -(OPTIONAL) - II 2.MAXIMUM HEIGHT OF DOORS IS 2'-O• LESS THAN NORMALEAVE HEIGHT �_�_-_-_-_ O ��----- L 3.ALL STRUCTURAL CONNECTIONS TO BE MADE WITH . 20x1a A307 BOLTS II GIRT WITH WASHERS. (OPTIONAL) �I D �i 4.JAMBS MUST BE LOCATED A MINIMUM OF 1'-0 FROM CENTER LINE OF D2 it COLUMNS. =_--- S.FOR FLASHING AND PANEL DETAILS SEE SHEET OD3• ---- ----- ^ ------ --- BASE ANGLE I BASE ANGLE 6.DOUBLE NEST DOOR GIRT AT STANDARD GIRT WHEN REQUIRED. BASE ANGLE BASE ANGLE VARIES DOOR WIDTH VARIES VARIES DOOR WIDTH I VARIES BAY SPACING DOOR BASE ANGLE CAP-DBAC BAY SPACING DOOR FRAMING ELEVATION DOOR FRAMING ELEVATION r WITH JAMB CONNECTION BELOW EAVE WITH JAMB CONNECTION AT EAVE f a I (9)412 HFX HEAD FASTENER D2 DOOR GIRT 8' O'-z C _ 2",Q D2 EAVE STRUT DOOR JAMB COLUMN 1,14 JC-8Cn18'GIRTS `N e CLIP(GC-1L) CLIP(GC-1R) (E r (9) 12 HEX HEAD GIRT GIRT JAMB CLIP LJC-9.5(a 9.5GIRT] '` I II ? ' ' FASTENERS '^"' ati `„ I (JC-8or -'---- �- I �__- 12'I DOOR WIDTH 2 �� / JAMB CLIP JC-9.5) "�- I I I 2�x14 A307 BOLTS }� =ill I=r "ANCHOR BOLTS I I WITH WASHERS DOOR WIDTH+ 4 t }'' 2 12�x 11q A307 I 1 I I II '' (BY OTHERS) BOLTS II I I I N DOOR JAMB {�-- WITH WASHERS j� TYPICAL ANCHOR BOLT LAYOUT OD2 SECTION THRU ANCHOR BOLT jL��--� J'I -DOOR � LAYOUT I l 2�x14 A307 BOLTS FIELD CUT AND FIELD 6 2`�x11a A307 BOLT WITH WASHER WITH WASHERS JAMB CONNECTION AT 1 DRILL GIRT AT JAMB OD2 GIRT EXTENSION ANGLE(GEA-1) OD2 JAMB CONNECTION AT DOOR GIRT DOOR = ------ BASE CLIP EAVE STRUT 9 SECTION THRU JAMB AT:COLUMN JAMB mot'------- OD2 I I I I ANCHOR BOLTS E STRUT COLUMN DOOR GIRT I I I I (BY OTHERS) EAV I , I DOOR JAMB GIRT - -d�I _ I I - - BASE ANGLE FASTENERS. . . - CLIP(GC-2L) _. DOOR JAMB I I (BY OTHERS) -------- �- --- DOOR JAMB I I I DOOR - -- ---' DOOR BASE ANGLE JAMB CLIP (9)#12 HEX HEAD III I i JAMB CLIP I # I HEADER GIRT' CAP-DBAC (JC-8or JC-9.5) FASTENERS I 1 (9) 12 HEX HEAD WC-6 orJC-9.5)�i I I FASTENERS 29'x 1a A307 BOLTS 07 I I WITH WASHERS BASE ANGLE I I I 12 BOLTS DOOR JAMB- I I 9x1aA307 BOLTS _ WITH WASHERS (FIELD NOTCH) DOOR JAMB WITH WASHERS titOX14 1• A307 BOLTS WITH WASHERS CLIP (GC-1R) GIRT EXTENSION ANGLE(GEA-2) 2 JAMB CONNECTION AT GIRT 3 HEADER CONNECTION 4 GIRT CONNECTION AT JAMB 5 JAMB CONNECTION ATJAMB CONNECTION AT 9A SECTION THRU JAMB AT COLUMN OD2 OD2 AT JAMB OD2 OD2 FINISHED FLOOR OD2 EAVE STRUT OD2 (FOR DOORJAMBS LOCATED 1=O'FROM NOTE OF COLUMN) A307 BOLTS REQUIRE 2 WASHERS PER CONNECTION. ' SCALE: DATE DRAWN BY: OVERHEAD DOOR EUFAULA _ .y}C2`f' , ALABAMA 'G�"'' 2 DOOR GIRT MEMBER SIZE L.W. JED 7-87 FRAMING DETAILSCHECKED BY: DESIGN APP'D.BY: REV.NO. € 1 GENERAL IKE JED 11-8 DRAWING NO. REVISIONS MADE CK'D. DATE,LN'0', REVISIONS (MADE CK'D.DATE NO REVISIONS MADE CK'D.DATE ISSUE DATE: . a-82 (INSET GIRTS &'ENDWALU - NUMBER OD2 2 : EUFAULA ' - _ 1 TYPE TYPE TYPE MHEX YPE *14 x 3a' 414 x a" -14 X ' SELF TAPPING GALVANIZED SELF TAPPING PAINTED SELF TAPPING SHEET ING GALVANIZED, TYPE PLATED CARBON STEEL PLATED CARBON STEEL COLOR MATCHING TO RBON STEEL ALUMINIZED SHEETS SHEETS COLOR FIXX (NYLON) HEAD SHEET HEX HEAD WITH WASHER HEX HEAD WITH WASHER WITHOUT WASHER OR PRIMED MARK NQJ14x3n' STHHW MARK NO.:#14 x 34'STHHW WITH SEALING RING N 1" 6") MATERIAL *14xd' GALVANIZED MARK NO.J14 x3a" STCX 12 x11a' SDHH SELF TAPPING AND 414 xa" 414 x e #12 x 1a'TEC 5 PPLICATION PLATED CARBON STEEL PAINTED SELF TAPPING PAINTED AND SELF TAPPING PAINTED AND SELF DRILLING PANEL CLIPS HEX HEAD WITH WASHER SHEETS COLOR MATCHING DOUBL-LAM COLOR MATCHING DOUBL-LAMIP, GABLE ANGLE , MARK NO.:#14x',' STHHW COLOR FIXX ( NYLON) HEAD SHEETS COLOR FIXX ( NYLON) HEAD SHEETS PLATED CARBON STEEL TO COLUMN METAL INSIDE CLOSURE AT EAVE WITH SEALING RING WITH SEALING RING HEX HEAD WITHOUT WASHER FLANGES MARK NO.: 12x1a AND METAL OUTSIDE CLOSURE MARK NO.:*14 x n" STCX MARK NO.:414 x 4" STCX SDHH AT RIDGE #12 x 1" f14 x3a' ALUMINUM APPLICATION APPLICATION _ SELF DRILLING SHEET TO SELF TAPPING COATED PLATED CARBON STEEL PANEL CLIPS, TYPE COLOR FIXX (NYLON) HEAD AND HEX HEAD WITH WASHER PANEL CLIPS, TWITH WASHER DOUBL-LAM (INSULATION 0"3") TO GIRTS �14 x a'" MARK NO.:M14x a"'STCXW SHEETS MARK NO.:*12xl" SDHHW SELF TAPPING GALVANIZED, PLATED CARBON STEEL ALUMINIZED #12 x 1 HEX HEAD WITH WASHER OR PRIMED APPLICATION SELF DRILLING (INSULATION 1"-6" ) YELLOW CHROMATE MARK NO.: 14 x3a STHHW HEX HEAD WITHOUT WASHER SHEET TO SHEET SHEET TO SHEET MARK NO.:-412 x1" SDYC SHEET 9 APPLICATION TO TYPE TYPE STRUCTURAL METAL OUTSIDE CLOSURE #12 x 1 412 x 1" AT RIDGE _rrn--- SELF DRILLING SELF DRILLING O SELF WRENCHING PLATED CARBON STEEL PLATED CARBON STEEL NUT BLANK HEX HEAD WITH WASHER HEX HEAD WITH WASHER(INSULATION 20x-3' SDHHW MARK NO.: NUT BLK (INSULATION 0"-3") W E SHEET TO SHEET MARK NO:#12xl" SDHHW GALVANIZED PAINTED } + SHEETS s12x 1'a' SHEETS APPLICATION14-1 12x1'4 GIRT A TYPE SELF DRILLING - SELF DRILLING TYPE PLATED CARBON STEEL PLATED CARBON STEEL 412 x 114' HEX HEAD WITH WASHER HEX HEAD WITH WASHER SELF DRILLING ALUMINUM 412xl" (INSULATION 312 6") (INSULATION 31T-6") I COLOR FIXX (NYLON) HEAD COATED SELF DRILLING MARK NO.:il2x1a' SDHHW MARK NO.�12 x1a'SDHHW S WITH WASHER AND PLATED CARBON STEEL )112x 1'a" #12 x1a" (INSULATION 1'=6") DOUBL-LAM HEX HEAD WITH WASHER A 3 WITH 1" THERMAL SPACER SHEETS (INSULATION 0=3"1 SELF DRILLING SELF DRILLING SHADOW MARK NO.:41? x 11"SDCXW ��NN MARK NO.-412 x7 SDHHW GALVANIZED COLOR MATCHING PAINTED AND COLOR MATCHING PAINTED AND PANEL NUT BLANK AND COLOR FIXX ( NYLON) HEAD DOUBL-LAM COLOR FIXX ( NYLON) HEAD DOUBL-L4M YELLOW APPLICATION PAINTED WITH SEALING RING SHEETS WITH SEALING RING SHEETS CHROMATE FASTENER SHEETS (INSULATION 0'-6") (INSULATION 0'-6") "12x 1'4" MARK NO.:*12 xl'a"SDCX MARK NO:tl2 xl4"SDCX EAVE, PANEL ENDLAPS, RIDGE FLASHING SELF DRILLING GUTTER STRAP AND GUTTER CLIP PLATED CARBON STEEL APPLICATION APPLICATION HEX HEAD WITH WASHER I YELLOW (INSULATION 32=6") SHADOW I CHROMATE MARK NO.:$12x1<"SDHHW �f PANEL—=1 i FASTENER II( I GIRT I TYPE 412 x 1V ALUMINUM 414 x34" ALUMINUM SELF DRILLING COATED em SELF TAPPING COLOR FIXX (NYLON) HEAD AND COLOR FIXX (NYLON) HEAD COATED WITH WASHER^ DOUBL-LAM AND (INSULATION 0-6") SHEETS NUT WITH WASHER DOUBL-LAM BLANK- (INSULATION 1"-6" ) SHEETS MARK N0.: 12 x l'e" SDCXW MARK NO 414 x 3a" STCXW SHEET TO STRUCTURAL SHEET TO STRUCTURAL APPLICATION SECTION '•A-A" APPLICATION RAKE FLASHING, RIDGE FLASHING TYPE APPLICATION TYPE APPLICATION TYPE APPLICATION AUXILIARY RAKE AND GUTTER CLIP — TO GUTTER CLIP CONNECT _ BLIND BLIND 8' RIVET RIVET BLI ND RIVET SHEET TO STRUCTURAL STANDING SEAM ROOF LONGSPAN ROOF LONGSPAN WALL ARCHITECTURAL WALL SHADOW PANEL PANEL FASTENERS PANEL FASTENERS PANEL FASTENERS PANEL FASTENERS WALL FASTENERS SCALE: I DATE .- - DRAWN BY: 2.2-87 ROOF AND WALL E°PA°LA -_ A�ABAMA L W. CHECKED BY: FASTENERS SCHEDULE 1 GENERAL AM MMC 2 DESIGNAPP'D.BY' �V -3-37 DRAWINGNUMBER ' REv1No. FD-5 NO.I REVISIONS MADE CK'D.DATE NO. REVISIONS MADEI CK'D. DATE NO.I REVISIONS MADE CK'D.DATE rt FIELD CUT AND BEND TO FIT PURLIN OR GIRT SPACING 31e 3'B PF8-LENGTH -- ---- ---- --- A DETAIL 'P �• 74+ 8'B DETAIL 8a 78 i I 11' 11' r B 278 NOTE FIELD NOTCH PARTITION FLASHING AT BASE ANGLE,GIRT, PURLIN AND EAVE STRUT. NOTCHING DETAIL FOR 8" PURLINS PURLIN OR GIRT SPACING • 3a E PF9.5-LENGTH t t 3, TRANSVERSE PARTITION ELEVATION DETAIL'C' E 7'a 1' 7 I C. �+ BB 12'z SB ' I 12'z - - -- -- -- -- - -- - - - - - -- - -- - - - - - - - - - - - - I C� 1 'el 8'GIRTS PF9S-8.0 MARK NUMBER ROOF SLOPE PURLIN SPACING # 48 8• PF8-3.10 1/4,112 &1to12 3'-4' 48 9i GIRTS PF9.5-8.0 PF8-4.0 4 to 12 3'-4" ---------- ----------- PURLINS P178-5.5 1/4,1/2 &1to12 PF8-5.9 4 to 12 5'-0" NOTCHING DETAIL FOR 8" GIRTS PF9.5-3.10 1/4,1/2 &1to12 3'-4' 91 PF9.5-4.0 4 to 12 a-4' NOTE PURLINS PF9.5-5.5 114,112&1 to 12 5-0" PURLIN OR GIRT SPACING . 33a PARTITION FLASHING MUST PF9.5-5.9 4 to 12 5-0" PARTITION FLASHING �' 34 BE TRIMMED TO LENGTH PARTITION FLASHING 7r AND NOTCHED IN THE FIELD. I I, PF9.5-LENGTH r--'- II h 4' � 3i• FIELD NOTCH PANEL I II 7" I --i - AT PURLIN 1 1 3'x 2'x 16 GA ANGLE I II B I I 3'x 2'x 16 GA.ANGLE 1 -4- EAVE STRUT �*-_--I ' i 98 85e 9e -1- FIELD NOTCH PANEL 12z 8a I 12'i AT EAVE STRUT BASE ANGLE 8'or 94 ZEE PARTITION FLASHING e 1 27 DETAIL `A' DETAIL "B" DETAIL •C' NOTCHING DETAIL FOR 9z GIRTS OR PURLINS ROOF PANEL FIELD CUT PARTITION BASE ANGLE PARTITION WALL PANEL PANEL AT HIGH RIB7 , PURLIN SPACING - a 7' 45; 57 I I I PARTITION FLASHING FINISHED FLOOR 3'x 2+x 16 GA.ANGLE I Iit'or12�z I ----_- _ ,---- i PURLIN 3'x 2'x 16 GA ANGLE I PARTITION FLASHING y I I 3'x 2'x 16 GA.ANGLE r r PARTITION WALL PANEL �4114 PARTITION WALL PANEL 12'z 4' 1 1- 12'i SECTION A=A SECTION '8•=B' SECTION 'C='C' NOTCHING DETAIL AT EAVE NOTCHING DETAIL AT EAVE FOR 8"OR 9'2 GIRTS OR PURLINS FOR 8-OR 91z GIRTS OR PURLINS NOTCHING DETAIL AT BASE FOR 8-OR 9'z GIRTS NOTCHING DETAILS FOR PARTITION FLASHING SCALE: DATE TRANSVERSE PARTITION _� �-- fj DRAWN BY: 7-B6 EUFAULA ALABAMA CHECKED BY; ELEVATION WITH 2 1 REVISED S.W. PARTITION FLASHING L.A.c. M.M. 5-8�1 DESIGN APP'D.BY: SECTIONS AND DETAILS DRAWING, TPE- I REV.�NO. i NO. REVISIONS MADE CK'D.IDATEI NO. REVISIONS MADEI CK'D-DATE NO. REVISIONS IMADE CK-D.IDATEII NUMBER I�CHtiVt_Ht IVIV I C�I �v�a RotWNameCA"r-><Iiw�tC JfBEt- locetbn����-"*fra�Ll0 *IMMAJf-0 �pTIC ��s�n Co.leu�a�t©^S ft,ec,No Date CD Z 5- B•7 w.,nte, Gc E+.ti 76" rat✓C Jor/n/' Al _ escDtintat c�IPf Qe%utredc�cstt�n �lovo ��L099W by -_ Worrje�housc SQ a,cZt• per loo0 5.V. per da . R[INOWS T.P.No.__� VOPGGW T.P,NO. 2 TP.No.�, ��TtCe 16 gd►l• Pet' IooO 5•F. �Jer cict_ ` ORD.EL ORD.EL ORD.EL i G.wt EL OW EL O.W EL 1 E sl••r•o�ed 1 ly d ratu l;c.L ov d t n cj r o ®• -rocw� � '1 1 Torsal vt: f�CW ConS1rUChen �WOee�touSd� D4o0S-V- x SQ 3 420 G.Pb- 41 1 SubSOlL 1 IooO 2 I�rr.ot Fate E xtS�tTtq Co��►ec-) 14 33 S•F. _,, l o� G.P.Q. NSC,' u1 tlED r fulG 4-LA.04110 IooO L I � C91RA vll. 4Plb�iiwl. � . M1' 2• Z on! O� Cof}ri6UAi 06 c� 6 1 i T T 1 ,�'� 'I e ���N Lo 52'7 3Z5 G.P.D. < 33o G•P.b. c3k.. C. t C:ct x F v 1 rK 4 r..rd i tt 1 l Aorrr�w. ( v �e•�e rnF` (F�v,Tom WANWO we Ne t.�wTT.ir. ¢aciw•irt ,c /I1ute�pe dC►tIV low - 'S2� ,[I-soo 190 GCA�ova I (J 7N PuaeLtIon T►M TVA T&W T� I 0 K4o� t000 cjnl- 3eP4te-�c�nk ce utced, 2�. -p iP�Yfi kd. StartPttIo.k I�UA��-L TO PR•SOA P- � i _~ �v EndPreloak 4. D@St n Percola4ton rri�e Ten.ttl 12'a( ) '•' I To*at6"a( ) S+d���ttl �04�1Mp 2.009Q1, S .F, E1.o..orimas--e- T3ecr�n logdthf� o.33c�g1.�s.F >> rttc '`rr. � t Rate iAn,ktctl C 2 MIN tN S. Le oe`..v�9 Are 4- r� 4v G' a.aoat P.rootatlan ! Paolntatxl cac>r.tK, Pt /2 SA-one all Ctrour%A Legend tbun+a,af TSM E, Ard. SS-scrr. : / ✓ �.? \ T P No—Test Pc NUMW Location � Wtn: 25-35% GRD.EL.-Ground Elmatan Sommal G.W Mo. D• DMfu A Sane: 15-25% �o� `T(-�g\z ��•�3� = l (��o �`l � � /�/ n /� /�� G W EL.-Ground�etor Ele�ion Oblenvtl Ebrelion LMW 5-15% S 4 2 gl > 52'{ Q( c7 F. 7 - (/t f l /� \r"` -- �. Rapt'. 0-5% 9 � Shoot Of #l.r ...,.:.a.wx.r-................+.n...e.....«..,+.o.-.,,,«w....,aw.,+•....:.++•.._.w..»..,•...e,.w.:....v......w.au.m«:........rrsww...::+sr.m....var...un+w>v+•a w.vraa.e.:.w-.;sr+.u...rxr.;,-..aaeua-.•w► •.+•.,w..,.wm+rx..rwn..a..w,.,.......«..........M.s...,w•.1.wrcn....-+,..ww..aw. /� `l� _ ��•,t` A �• �.lam, V N%°Vi i��.:. J o!i.' ' ,� �2 A -1�,,a G� i of �!-�o0ND ��I+ PIT- �, ��� (�) vl(11-I �l�N ' AND 4 6feal� I J10 .,. .D��1►.i �:.G�� �e s l G ►,-� I( L�/�C.�I�"�I \rp �� /\�'�. . ,. rr_ //y� . N V� �.r• b. L)Lam. I ! 1 I L. �• NOT TO SCALE wto Grin 4 r9b."•a ..r •A•l µfa MANHOLE COVER LOAM 8 SEED d % MtOLK3HT TO FINISH GRACE OR PAVEMENT C c>�-4 0.+r+e o r� t C (j^ 77 2"MIN.OF 1/8' 1 WASHED FILL / Q/ � �\� ��"��✓r��'�J �. I+ �,( - Ac-c_�.. �,� ��s�ha.11 1,0 2cJo S,F. � c .23 Ac ro I/2" 12"M►N � I STONE P �at�= fa11 1r1tct�;tk^ 2 /hr io '�, ' : cc3 a c t� tM o 0o /v o dy ' /Z / / ,C? ^� Y \\ 2 3 C �' Rio TT�1/r' G7 l� p o o o p � q a b NOTELEA ' J _ l' T TO CL }e � c c C3 c� cm © o o a f o W TCSTAGD IH-1 OArM*G 1 `4� � \ I x Z xp • 2 3 r �Q c� 21 �m+r . �, I N .. t Y� 1 ` � �', PRfC T .. f ; W 3/4"TO 1- 2" o c -, q he� o 0 a T xPAVEWNT,DRIVE OR �'� ��ticc-�tc�r krec, � Ltty � 4 1 1 aA,L„ � � i ^Oi'Q' r ' r CN+r•!G P" � T F .�� Asumol I 1 �� �.. - 2� s G G.t--. � 1 cV��st : o c © c3 o cs --• ^ Q EI► x°By � ....... .. W D a a o o, r ;o ; e Uj A 1` l Oa7.c�lY1 , O O '�oil o m , fI ••» . C, Lk l_e a C� h t n A r-e c., _car 1 X Cv t -c a G fir, r �� t 2 S-�prtie- Q,t1 cL rand / U�2 o tI i . 54- 3 cagy. ZO5 Cv �.>� 1 R G�Si , �' ALL D*Aflt4G '�U �. �', ^�!C lZ of" `� VIEW'E6 This drawing is the property of THE WILLIA S TO BE CONTAIN fi '\ -- INVERT ELEVATIONS: — - ,\ CONTAINED � �) COMPANY, DESIGNERS & BUILDERS INC. a d ON LOT INVERT AT BUILDING 5L.74 _ _ �• - rriny not <7e uFc�!, cooied, reproduced or diva{ d INVERT AT SEPTIC TANK(in) 9�4y SEPTIC TANK DETAIL.' /000 �,q��J,v ! DISTRIBUTION BOX DETAIL: to Sher w,:htlLss yi►e written permission f LEACHING PIT DETAIL: THE: �I1.Lt M Y. c(, 0-d NOT TO SCALE NOT TO SCALE INVERT AT SEPTIC TANK out) � _ NOT TO SCALE � � NOTES: L SEPTIC TANK $HALL K STEEL 4. SILET AND OUTLET TEES TO RE CAST PlI tl OR INVERT AT DIST. BOX(in) ' 7¢ NEstPON"D aDNCRETE. NO. Of OUTLETS: C/ . / SCN[tl�0►VC. TEES TO ME CENTERED UNDER t COVER LOAM SOAK Oft M�EMENT �• \ \ / 2 SEPTIC TANK TO WITHSTAND N-10 LOADMM INVERT AT DIST. BOX(out) � � MANHOLE COVER. NOTE>at UNLESS UNDER OAVVNIENT,DRINKS oR __.,_.,___ DIST sox To wtTtISTANO N-M LOADws 2"+iNlt.Of VS" -� INVERT AT LEACHING / TRAVELED IIIR+'S•WHEREIN N-20 LOADING , , COT D ulwcR MrrEAND M DRIVES W SNAII APPLY. I Mt•It L �i1LL \ �' PRECAST TRAVtLEo whirs WNCKIN H-SO LOAMS 00 �D BOTTOM Of LEACHING •---±' 3. ALL /IRE CONNECTIONS AND CONCRETE wwi�LR ct+valt ;D" I ' GIST, I SNAIL APPLY \ \ CONSTRUCTION TO iE WATERTO"T. 9*00"? To rwtott MMt 1 t �.J J� \ �► U S.G.S. MAXIMUM GROUND 1 Sox Z. PIRovIDE INLET TEE OR SAffLE WHERE S1AK OF � /.� 1 j INLET PIPE E3o6EEDS 0.0G FT./fL oft IN PVC INLET PIPE, a® o c•a C= o o WATER E L E VAT ION % �, ' I PUUKD SYSTEM. ° �o 3 fW4T TWO FEET Of WE OUT Of DIST NOTE: L---r-�---J ' a= o O G g m C a OBSERVED GROUNDWATER A J � �=�r � 1°� sox TO •E IAiO LEVEL. � � IMP LEACHING PIT TO N vlEw WtTHSTJIND H-10 LOADING ELEVATION - � - � '• ��..-_ �' � O � • a o o r� a ea e� o UNLESS R --- - - - -- - - - wT[• t�vn OVER AS{E w i\ WTD F-N2` a m [� I=;tom = c D a �, MNESt VE OR r , ►- OQwSIE LEACHING PIT a H-20 LOADING SHALL r I - - - - - > , TRAVEL � WHEREIN iKCT Tat '. PROVIDE . , W /f) . WASHED tI p o q o c7 0 0 0 O Y. 1 VRMRT16HT STONE +1 JOWT300) ,f 1' t I•. luo Itt1TK �'•o' OUTt•[T Lt..p ..� Cc CO C3 t� o O O a D ll11✓✓-- + j�` ' 1.141we atrTM Tct t'i /tt I 1 .. ' O• T►Ma _ s•O.. a" '"LE `�l{1 ;-� �• 1 OUTLET 1 J• f to c.4 to o c o c a - - - - - - - - - - - - - - - - ,•I-- --JJ• ~ L , 1�`___,-I ►I--L • ; ISSUED FOR: G�� OorTOw t>rt It. IT•ot.t oa[t v --- b --SOTTOM ON , A' G --.-_-- — t- LEVEL STASLE ��0 �{ �•/> rfJ9� PLAN,v w -� CROSS-3tCT*k VIEW CROSS-SE TrOII SAX '�rv� > CROSS- C �. wlrE• PRO ECT: PROJECT NO. J DATE �``PLSN 17F,q�� DANIE THE WILLIAMS COMPANY , c.-L� �.�:� BRAM E. -= I ii C, BC'VLN DRAWING NO. SCALE t ,'� -P o ti cisT�1019 IYANOUGH RD., RTE. 132� HYANNIS, MA.02601 DRAWN � r•,.� o,�ssro"nLE�'�'``s ,f.PLANNERS to DESIGNERS BUILDERS TITLE : t"� -�� I� }�~ � : jam " . It,=~f � If .� � � APP'D BY: NO. DATE REVISION i I 14v `— cad =G+1` + ti r. I 2 5 0 t I � t f I ! pp �- I ip ►� 4 L, -,, ...�. .� ..._.. ._ .;� ...n-�-• :......._1,_,:... .._ II __ _ _ — � 11 I �, -. o�4 'Ile Y" a i � L I I 1 t /, ZO! �Lo�.... ©d 2®t-- ��► ._._._ .._...._. !��'�`" pN 2y — L c� If ZS �—O� _ —__ .w i i i O t i 2© � p I t I IT X , tA vav;z-, tA �---A I _ l i � �'tZ,d/ilCil �LY'\ 4 -1i ISSUED F , This drawing is the property of THE WILLIAMS COMPANY, DESIGNERS & BUILDERS INC. and DATE: may not be used, copied, reproduced or divulged to another without the written permission of THE WILLIAMS COMPANY. PROJECT• .�� I"oFMgsr PROJECT NO. _ DATE oc DANI:L E. q�yG S COMPANY �` ,� � ��' �� '�� 32 E DRAWING NTHE VVILLIAM .,__._ _ ___.__ __ �__ __...__ _ __ ____.r_._..__._-._..._.._..._...���.._ �.� � � Pb., N C T BPF MA SCALE Q�N It 9 1 YANOUGH RD. RTE. 132 HYAN NIS MA.0260 -" DRAWN T: PLANNERS DESIGNERS BUILDERS B REVISION J TITLE: ��,�� !�„�`.f. � ��,��,�,� j �'�`�.�,�� A P P D Y NO. DATE R E V I S O U A VVO I ai ow a*�p -tv W 64 I i 0. VA t� f, *2 V IP x -7z- 40 .701—0 -2-0 0 I-tL 0 1, e- 25 1-o, G' or T ( —7 --4 A h,4 7. 1 U t _1 - 9 ,, _ ,- ti Or AF dr dF 5 5 8k,4� WAq �011 (X'4 V --7 4, 6 4P -7 T 12-" *�qla /A' A/ &D J.f + 1* 4k4+0 P- �f L-T ki V 1 4- W/ Z 71- 4 �. r .. ; ! 1 , I .. ....... 14 4- 7 O - --4 ��6w 61 -r7 ;4 Lj 4z Ile? This drawing is the property of THE WILLIAMS COMPANY, DESIGNERS & BUILDERS INC. and ISSUED FOR: may not be used, copied, reproduced or divulged S/Q( .10 to another without the written permission of q " r-Irin 11 THE WILLIAMS COMPANY. DATE: -.2 7 - 8 7 j�k aF PROJECT No. PRO ECT: D IEL E. DATE 9 A Cy 0. IVIL r-2 Nu.THE WILLIAMS COMPANY 6" 'A DRAWING NO. SCALE �' 6-ir044 IST SS INAL 1019 IYANOUGH RD. RTE, 132 HYANNIS, MA.02601 DRAWN PLANNERS • DESIGNERS • BUILDERS TITLE: APP'D BY. NO. REVISION