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Plans (43) 1 I I 3 I q I 5 I 6 I � .- 6,61,c) sem ,, RTU-4 Ton 10 GA SUPPORT WELDING DETAIL 750 M 4 SEAM WELD 40.688 Q.134[ 2-6 „ „ 6.000 TOP AND SIDES N TOP O.D. ` \ / (TYP. 4 CORNERS) 37.1881.D. 70.875 \ / o TOP O.D. 4.625 m 67.375 I.D. I_� ovrixik v 1/8� 1.193 1.250 /� I-J1 ti. ♦♦ /,14 • 44-1.-x4 32.063 ,>.=v.,-- � 1...,2.939--11.- D -► D 4t4V4, 20.250 `3.875 1.000 D ISOLATOR TYP. MICROHOLD ��' NWELDING DETAIL DETAIL �� I SECURE MICROHOLD 3) #10 x 1/2" TEK SCREWS �,� TYP. EACH HOLD)Q — 5 16 GA MICROHOLD 10" � �- I( � ATTACH TOUNITUSING 0 4 - (3)#10x1-1/2" TEKSCREWS4�. ` (TYP. EACH HOLD) "'cocp c, ___ 73.375BASE O.D. :4414H41443.:14:51""1/gifio,j,i __ . — � 5.000 43.188 0 SEISMIC DESIGN CRITERIA: TYP. III BASE O.D. FULL PERIMETER 32N -Ip = 1.5 4x 24" WOOD NAILER M _ - Ss=2.6 MAX. HEIGHT m cC WI OPT CH W/OUT 16 GA STIFFENER WIND DESIGN CRITERIA: -1-1/2" x 7" x BASE HEIGHT o - 60 FT. TALL BUILDING MAX. _ -EXPOSURE C CURBS TO HAVE A MINIMUM OF: �` B - 155 MPH, 3-SECOND GUST WIND SPEED -(2)ISOLATORS &(2) STIFFENERS PER LONG SIDE g -RISK CATEGORY III & IVJ 16 GA CURB e -(0)ISOLATORS & (0) STIFFENERS PER SHORT SIDE ISOCURB THE STANDARD PRODUCT DOES NOT INCLUDE THROUGH THE SIDE SERVICE HOLES DETAIL pp, -may § :jir: 18" TALL 325 LBS.MicroMetl Cor oration 21" TALL 340 LBS.24" TALL 355 LBS. MAX. UNIT WEIGHT 1069 LBS. D PROs.-,. Indianapolis, IN. : (800) 662-4822 LW ANCHORAGE DETAILS TO ROOF: ��� �GiV�F9sro. Sparks, NV. (800) 884-4662 STEEL ATTACHMENT. WOOD ATTACHMENT: CONCRETE ATTACHMENT. 62' BY OTHERS ) (3000 PSI MINIMUM, 6"MINIMUM THICKNESS) (BEAM ) Las (REF.DOUGLAS FIR •4 Longview, TX. (903)248-4800 \' 4x BLOCKING (38) 1/4"x 3"SIMPSON SDS W/ (6"MIN EDGE DISTANCE, 3-3/4"EMBEDDED) A lf WASHER, CENTER ON CURB ,t (18) 1/2"SIMPSON TITEN HD �� • ECO A DRAWN BY: IR DATE: 06/01/2013 (38) 1/4"x 3"SIMPSONS SDS W/ FLANGE, EVENLY SPACED, '` EVENLY SPACED, CENTERED �•,� ��- +'°`� �d c�., WASHER EVENLY SPACED, (11) EACH LONG SIDE, i } I '' ON CURB FLANGE ti' 14. 'v� c MEETS SEISMIC REQUIREMENTS FOR (14)A307 1/2' DIAMETER BOLTS CENTERED ON FLANGE, (8) EACH SHORT SIDE ` : % 8"MINIMUM SPACING, a}' ' H. �1t- 2013 CBC REQUIREMENTS IBC EVENLY SPACED, W/ (11) EACH LONG SIDE (5)EACH LONG SIDE LiLi MEETS WIND REQUIREMENTS FOR WASHER CENTER ON FLANGE, (8) EACH SHORT SIDE i (4) EACH SHORT SIDE "` �EXPI61A71ON DATE: 4 •3o.1'5 W 155 MPH 3 SEC. GUST EXP C (4) EACH LONG SIDE, FROM CURB TO 4x BLOCKING (3) EACH SHORT SIDE BETWEEN DECK FLUTES ?/r/5 E THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF MICROMETL CORPORATION ANY REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF MICROMETL CORPORATION.IS PROHIBITED, a ENGSO3A 1 I 2 I 3 1 4 I 5 I 6 I 7 -1 8 Pl. 1 I 2 1 3 1 4 1 5 I 6 I 7 1 8 RTU-8.5 ton and 6 ton 10 GA SUPPORT WELDING DETAIL Q 750 f– r co m / r E SEAM WELD 0.134 2-6 6.000 +e TOP AND SIDES o 53.500 O.D. (TYP. 4 CORNERS) m 50.000 I.D. 81.750 O.D. 1111,* 4.625 m 78.250 I.D. \ 1�—� 1/8 r 1.193 — 1-011—1.250 �� OA 15.313 0,1-yfr- poo40.063 1....._2.939—�► D D 1 31.375 i,i, ISOLATOR TYP. MICROHOLD V�Q� \\ WELDING DETAIL DETAIL ‘ SECURE MICROHOLD _ 10141 �����i R.vt)i0x1l2" TEK SCREWS 4�� . EACH HOLD} _ She / 16 GA MICROHOLD 15.688 10" ; ATTACH TO UNIT USING o --" >‘' s5�� (5) #10 x 1-1/2" TEK SCREWS N. SH714411111 (TYP. EACH HOLD} o 84.250 ..„._:, h09 BASE O.D. �._ e, N 56.000 � o IIIIII BASE O.D. d- SEISMIC DESIGN CRITERIA: 5.000 0 - Ip = 1.5 TYP.4X 24" FULL PERIMETER _ - Ss=2.6 * MAX. HEIGHT WOOD NAILER m W/OR W/OUT PITCH 0 WIND DESIGN CRITERIA: 16 GA STIFFENER - 60 FT. TALL BUILDING MAX. 1-1/2" x 7" x BASE HEIGHT -EXPOSURE C CURBS TO HAVE A MINIMUM OF: Y B - 155 MPH, 3-SECOND GUST WIND SPEED - (2)ISOLATORS &(2) STIFFENERS PER LONG SIDE hi B -RISK CAl'LGORY III & IV - (0)ISOLATORS & (0) STIFFENERS PER SHORT SIDE -, 16 GA CURB ISOCURB %' STANDARDTHE PRODUCT DOES NOT INCLUDE THROUGH THE SIDE SERVICE HOLES DETAIL ~ • 0403-972E-08B 18" TALL 360 LBS. STRUCTURALLY CALCULATED M MicroMeti Corporation --'—' 0403-972E 21" TALL 375 LBS. VIBRATION ISOLATION CURB 0403-972E-14B 24" TALL 390 LBS. MAX. UNIT WEIGHT 1781 LBS. t. i1/4�p PRQ,., Indianapolis, IN. : (800) 662-4822 ANCHORAGE DETAILS TO ROOF: 41/4 . GINE,�4ss'o Sparks, NV. 800 884-4662 STEEL ATTACHMENT. WOOD ATTACHMENT.• CONCRETE ATTACHMENT: a:/ t ( ) (BEAM BY OTHERS) ! u (REF. DOUGLAS FIR) (3000 PSI MINIMUM, 6"MINIMUM THICKNESS) ,t; Longview, TX. (903)248-4800 C 4x BLOCKING (48) 1/4"x 3" SIMPSON SDS W/ (6"MIN EDGE DISTANCE, 3-3/4"EMBEDDED) WASHER, CENTER ON CURB ` ig� ,, -ss, A (24) 1/2" SIMPSON TITEN HD DRAWN BY: IR DATE: 06/01/2013 (48) 1/4"x 3"SIMPSONS SDS WI FLANGE, EVENLY SPACED, E EVENLY SPACED, CENTERED ��� . l?r 1\91 pa N (20)A307 1/2"DIAMETER BOL`S WASHER EVENLY SPACED, (13) EACH LONG SIDE, 1; ON CURB FLANGE , ,' '�°'9?)1 , .,..\-'1 0 MEETS SEISMIC REQUIREMENTS FOR EVENLY SPACED, W/ CENTERED ON FLANGE, (11) EACH SHORT SIDE , 8"MINIMUM SPACING, t7 H.. .IO a, 2013 CBC&2012 IBC (13) EACH LONG SIDE, « ; (7) EACH LONG SIDE, WASHER CENTER ON FLANGE, (11)EACH SHORT SIDE, MEETS WIND REQUIREMENTS FOR (5) EACH LONG SIDE, e, )); (5) EACH SHORT SIDE !EXPIRATION DATE: 07.+3,p, -- W 155 MPH, 3 SEC.GUST, EXP C FROM CURB TO 4x BLOCKING _, z (5) EACH SHORT SIDE BETWEEN DECK FLUTES Q 7(.; E THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF MICROMETL CORPORATION.ANY-REPRODUCTION IMPART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF MICROMETL CORPORATION.IS PROHIBITED. / d ENGS03A 1 1 2 1 3 1 4 1 5 T 6 I 7 8 r l!rl.111lIIlllIIIlllIIMllllM1I1lIlIII.11IlIlIIllIIIIIIlIMllIlIIIIlll.I1.11llIl1I1ll1ll.IllII.11llIl.I1lIIlMM"I.11lII1I_' 1 ' 2 I 3 I 4 15 I 6 ii RTU-12.5 Ton10 GA SUPPORT WELDING DETAIL 750 -me— Q M 0.134/ 2-6 �, - E 6.000 SEAM WELD I .a TOP AND SIDES NIN 57.5631.0. (TYP. 4 CORNERS) • n 54.063 I.D. ` 109.250 TOP O.D. 4.625 105.750 I.D. (I_. lrp 0 IFF" 0 1/8 Pr 1.250 15.313 50.375 1 40.125 -' . 1-e--2.939--►- D 35.438 rip"1.000 D 1�.2 o ISOLATOR MICROHOLD 4 < <114%://(s. ��� WELDING DETAIL DETAIL 4.063 31.375%%44404 Q�' ' 6E#10 x MICROHOLD CREWS cwQ � (TYP. EACH HOLD) - 37.375 � \�` 15.688 1.06------ TYP.2x �►. � 16 GA MICROHOLD FOR LARGE , 10° H ru pa USING o N CONFIGURATION �� W6;Pit x K SCREWS REPOSITION TO 29.438" �`. `�' 111.750 "'`tom b-6. EACH HOLD) a C .. C BOTTOM O.D. �' !I 60.063 = 0 5.000 4400,-.4\ BOTTOM O.D. -1 — - c,TYP.4X Cl;cp FULL PERIMETER 0 SEISMIC DESIGN CRITERIA: FOR LARGE 24" WOOD NAILER m -' -Ip = 1.5 CONFIGURATION MAX. HEIGHT co - Ss=2.6 REMOVE 2 SUPPORTS W/OR W/OUT 16 GA STIFFENER D PITCH 1-1/2" x 7" x BASE HEIGHT o WIND DESIGN CRITERIA: CURBS TO HAVE A MINIMUM OF: CD - 60 FT. TALL BUILDING MAX. -(2) ISOLATORS & (3) STIFFENERS PER LONG SIDE - EXPOSURE C - (0) ISOLATORS & (0) STIFFENERS PER SHORT SIDE 16 GA CURB -a B B - 155 MPH, 3-SECOND GUST WIND SPEED -ALL ISOLATORS TO BE PLACED AT END MICROHOLD LOCATIONS Ti ISOCURB cr) - RISK CATEGORY III & IV DETAIL 1.-:THE STANDARD PRODUCT DOES NOT INCLUDE THROUGH THE SIDE SERVICE HOLES 0403-HE2E-08B 18" TALL 500 LBS. STRUCTURALLY CALCULATED ^A MicroMetI Corooration• _ N" 0403-HE2E 21" TALL 525 LBS. VIBRATION ISOLATION CURB 0403-HE2E-14B 24" TALL 550 LBS. MAX.UNIT WEIGHT 2224 LBS. !. BS. _Qs© PRc _ Indianapolis, IN. : (800) 662-4822 ANCHORAGE RAGE DETAILS TO ROOF: rI tsdi', STEEL ATTACHMENT." I _ WOOD ATTACHMENT:: CONCRETE ATTACHMENT.' f z%'� � Sparks, NV. (800) 884-4662 (BEAM BY OTHERS) / \ (REF. DOUGLAS FIR) (3000 PSI MINIMUM, 6"MINIMUM THICKNESS) (6 MIN EDGE DISTANCE, 3-3/4"EMBEDDED) 1 Longview, TX. (903)248-4800 4x BLOCKING (54) 1/4"x 3" NTER N SDS W/ < `sCp AEGONaa�G 9 u I WASHER, CENTER ON CURB (26) 1/2"SIMPSON TITEN HD �' "' A 114"x 3"SIMPSONS SDS W/ FLANGE, EVENLY SPACED, , EVENLY SPACED, CENTERED �fi� 7: 14,j,,!: g, N DRAWN BY: IR DATE: 06/01/2013 (14) EACH LONG SIDE, I ON CURB FLANGE oil it�`<' A307 1/2" DIAMETER BOLTS WASHER EVENLY SPACED, O H. V CENTERED ON FLANGE, (13) EACH SHORT SIDE 8"MINIMUM SPACING, MEETS SEISMIC REQUIREMENTS FOR EVENLY SPACED, W/ (7) EACH LONG SIDE, o WASHER CENTER ON FLANGE, (14) EACH LONG SIDE, 2013 CBC& 2012 IBC (6) EACH SHORT SIDE E�I'IZATI;?N D.�TE: Cr �'�t5. �°� I � MEETS WIND REQUIREMENTS FOR (13) EACH SHORT SIDE t. (6) EACH LONG SIDE, FROM CURB TO 4x BLOCKING g � 155 MPH, 3 SEC. GUST, EXP C (5) EACH SHORT SIDE BETWEEN DECK FLUTES I13 a INFO'1 ‘TIO '•NTAI 8 0 ' RAWIN IS "I HE OLE' PROPERL'Y F MI RJME"FL CORPORATION.ANY REPRODUCTION IN PART ORWITOLE WITHOUT THE WRIT PERMI'SION OF MICROMETL CORPORATION.IS PROHIBITED. ENGS03A 1 2 I 3 I 4 I 5 I 6 I ' I 8