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Specifications (12) SUMMARY 2014 Oregon Structural Specialty Code Wind 120 M1'1-I (3 sec gust, V ULT) Exp B Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.915 Si = 0.423 Sps = 0.123 Spi = 0A45 There are two three roof mounted mechanical units. RTU-10 RTU-11 RTU-12 CARRIER CARRIER CARRIER 48KCD A04 48KCD A05 45KCD A06 weight 606 lbs weight 659 lbs weight 141 lbs length 14' length 14' length 14' width 41' width 41' width 41' height 33' height 33' height 41' NORDLING Proj. No.: 17-259 STRUCTURALn5 - FARMERS INSURANCE iECH UNITS ENGINES-RS, LLC PAC rRtST �. a s_::e 2,,3•Rea% `y Da tk_*: SEP 2017 By: JEN She No.: SI i - - - --- -- ------i__________,_______,________,______=, - -I --__-_ -_ =--_-W -_--��---- ------ 1---- ---_I 1-------------I----1 o. um -RTU-10===_=_;____ —___, 1--- ---------1------- ----1''—(E)GL IIx58'ia—==—I—==— ----i i-------------i------ --- i -------------- - _ 1 ______________ti________i_.. _ _____________________________ =RTU-11—__ _- RTU-12=-=—=__-____—_-- --- _ ____ _(E)GL 11x58',2_— _—_--- — ----I 0 PROS 12,187 r • CapI ROOF FRAMING FLAN v0y"G � . �oR� \�� E I EXPIRES:12/31/18 ' I r NORDLING Proj. No.: 17-259 STRUCTURAL FARMERS INSURANCE n5 MECH UNITS ENGINEERS, LLCPAC TtIJST - :7775_,c :: , :,_.2, ;grave :A,. '��;ci SEP 2017 3. E:JEN Sheet No.: DI I ,c , -----N, i (E) GL ROOF GIRDER--..1 ! __ __ ___ 1 , 1_____- _____ 7 i , . , RTU-10 ll MI illi UN 1 El ? n -,--- 0 MI 111 B 1 ii ligii -----IIIIITIENN. .1ImmiNm , 0 (E) ROOF TRUSS ? riiiii — E] 4x8 DIRECTLY UNDER CURB, WITH SIMPSON 'BA48' EACH END. 0 4x6 DIRECTLY UNDER CURB, WITH SIMPSON '1.148' EACH END. El 4x4 BLOCKING DIRECTLY UNDER CURB W/ '10 x 4' WOOD SCREW EACH SIDE, EACH END (TOE SCREWS). vt.1) PRO, GIE,,, 4:7 !..4, 12,187 S' it".. r e ' air •RE••N 44111 & z r o• ECf ,) ROOF FLAN DETAIL -0 64, E. 'r. 1 EXPIRES: 12/31/18 1 NORDLING Proj. No.: 17-259 STRUCTURAL FARMERS INSURANCE MECH UNITS ' n , - - ENGINEERS, LLC - PAC TRUST Seaver:.',7, :.; :4'..V Date: SEP 2017 By: JEN Sheet No.: 17)" _ _ _lE) GL5�8x21 ------------------------------------------------------- ----J -----------------------------------------------(E)_ROOF TRUSS -----------------------------------------_ CE) GL 5118x21 ? -----------------------------------------------(E) ROOF TRUSS © ti 0 - - _ _ (E) GL 31i8x1S RTU-12 - (E) GL 3 8x18 • 0 — — — — — — — — — — — — — — — (E)_ROOF TRUSS ii ® 4xS DIRECTLY UNDER CURB, WI 1/2'43 x 12' LAG SCREW TO (E) GL BEAMS BELOW. It D PROF / 2,187 1 1I kr , ill — vc,O- GON P Cc) ROOF PLAN DETAIL -0ti ,$ 0- .Ni • NOR)'' 1 EXPIRES:12/31/18 j NORDLING Proj. No.: 17-259 STRUCTURAL FARMERS ,, fl5r, 1iECHI\sI. \ITSR�\cE ENGINEERS,_LLC PAC TRUST s775:sw ..... ,-.e 2: S-&3VC ..,.4R...- .:-- mate SEP 2017 Eiv. JE\ (E) GL ROOF GIRDER- H i (E) 32' TJL____4924' o/ _ _ 1 I I L______________________________,_______.;_, — — — —I — — — ,— — — — -, — — — r________ ---� �- - - —__� , 0 El I d RTU-1111 A it I III © /� L ' LIL�.-J TYPI [ I I L 1 � _-------1111-- ___-___ _--_----_-__---"I , 1 —i — i7 — 1 (E) ROOF TRUSS - ----- ---- --- - - - 1111- -- -----------1117-- -1 r - - - , 0 2x8 LEDGER W/ *100 x 4' WOOD SCREWS m24' o/c TO (E) TJL TOP CORD 4 (2) •10 x 4' WOOD SCREWS TO 2x VERT AT TRUSS PANEL POINT. © 2x VERT AT (E) TRUSS PANEL POINT. PROVIDE 1/2' x 3' NOTCH AT BOTTOM, INSTALL DIRECTLY OVER TRUSS BOTTOM CHORD PIN. PROVIDE SIMPSON 'A34' AT TOP. � U PROf�Cs� v 1G 1876-1? i � ' e. OREGO / ligROOF PLAN DETAIL �`tr ,s. _ CO _ Or) AA, F• Nolo 1 EXPIRES:12/31/18 I 5 NORDLING Prof. o.: 17-259 rr STRUCTURAL FARMERS INSURANCE NIECH UNITS ENGINEERS, LLC ga - LST 6'75 S14 .1._., s .e Z�.�- sl �>��,� . :.� PAC TR D.z!&: SEP 2017 fir:EN Sheet N:).: 1 RTU-10 - a 7,j _ O . r - - �, - - --- - _- _- 7 ii i IL II II I I _= j' J II (E) ROOF TRUSS 4- (E) GL ROOF GIRDER---J I I l S�� t PRO, Fps I et. ENG I NEER . 4. 12,1 h r // 4 •-EGO C 41 SECTIONIll '10 ,5. �9 4.4, . N0R0\'` EXPIRES:12/31/18 NORDLING STRUCTURAL FARMERS I\SURA\CE ' — - -- PAC TRUSTMECH ITS L_ ,, ENGINEERS, LLC �_ � U. . 6775 5A : ckc ��:� ., Rril��e_,r ..- _{ 1)tr.= SEP 2017 Hy::JE' Sheet \ Dti I RTU-10 ..-- MECHANICAL UNIT 1 I —.A-- — UNIT SASE RAIL *12 x 344' SCREW 8' x 8' x 16ga STRAP, ONE EACH SIDE 7 *12 x 3' SCREW SELF TAPPING SCREW *12 WOOD SCREWS 612' o/c, TYP UN.O. `\•—CURB (11/21 PENETRATION) *12 WOOD SCREWS LEVELING CURB (AS REQ'D) 12 o/cTl'P UN.O. \ f--FLASHING d ROOFING BY OTHERS '-'-----::,7:---42r1- ifoo 7411 011 I � II II II Ij jl i' 'I p il it II II II Ij II H jb .. I j'L:K____ IH (E) ROOF TRUSS � DPRO, V �N12,1; /f; •REGON 0 ill 0 SECTION "oy °zY as ,9` \ate 1 EXPIRES:12/31/18 1 NORDLING Pro;. Na._ 17-259 1 i '15 STRUCTURAL FARMERS I\SLR\CE MECH UNITS ENGINEERS, LLC PAC TRUST att SEP 2017 By:JE\ D6 RTU-12 SEE O----.: ® a ... 0 V 41;4��s' PLWY'D SHIM 11 © El I - ---1--TT I I :. - 1 I I-1 II j j 1-I j I 1 1 _...I 1 1 1.....) I _—_I li d I 1 II II (E)GL BM II it _J 1L.i 1, CE) GL BM Li Vatp PRO,,, •`S 04G I NEER /49 12,187 12,187 f / • , c• 0 SECTION -o �° � ,s 44, �,+ ° NORM Qnimi NORDLING Pro;. \a.: 17-259 STRUCTURAL11 FARMERS I\SGR�1\`CE ti ENGINEERS, LIC _ ECH L IS1 i- sik �. #Y - PAC TRUST RTU-1l SEE 0----, 7-7 7,7g -.. ," i --..„---—-- ----—-I - ' — ' D , ,, „ :\\ /,/ A el ,•, ,//, ,\\ \ \ 1// 113 ‘\ .1_ i \ '? ,, ,/ ,, // I------- ‘ ,\,, / //' \ // % ‘‘‘, _ I _ : \ / \ ,//' \\ // ,\ I \\ , vs, \ // /' ,\ /,,, 1 \ ri iwill 1 I 434 LI 0 1 i 12------.± 2x VERT TO MATCH TRUSS WIDTH OD PRO, 0 •,187 S 111 4 OREGON SECTION WOO'- : 1 EXPIRES:12/31/18 1 NORDLING Proi. No.: 17-259 STRUCTURAL FARMERS INSURANCE MECH UNITS -- , ENGINEERS, LLC - - -- PAC TRUST t3-7ssw::::s S--...!e.2Yj.Btaver:-,::2R r•-:‘,. It SEP 2017 By:JEN Sho('!. No.: D8 I i 1 RTU-,0 I I _____—________1__1__1_______—___________ —� 31.T -----1111-- - --- ; .7.'__-- — I 42.8' -- _ i________________ RTU-12 .� � -----1111-- -- fi------------- 1 —- -- I/ 11-11----11-11---------- ' 22.9' — j — s s 418' s RTU-11 I I -- -- -- -- 11 -- -- -- -- -- --- 11-- iti ' IIINI -� --------------------------------------- ------ - 33.5' a 39.0' NORDLING . No.: 17-259 STRUCTURAL FARMERS INSLRA\CE MECH UNITS l' ENGINEERS, LLC : .6-73 SW ....._ S_._ 2X ager om.Q --x... Dat a s SEP 2017 JE ShoePAC TRUST Shoe: o.: GI A (E) ROOF TRUSS g CURB SUPPORT O (E) GL BEAM PSF PSF PM 606 be MECH UNIT PM 14-1 Ibe MECH UNIT DL LL TW P 100 Ibe P 200 lbs 12 25 24' o% - 606 lbs/(2 •3 Trusses) 100 lbs/(4 corners)= 186 lbs PDL 25 lbs BEAM B LL 205 lbs P P �' P P W IIIIII A A a, rIril r 42.8' i 121-0'I 4'-0' j, 41.8 M 449 rt-live 4x8 DF-L No.2 GL 3 1/8 x 18 DF 24F W 1.0 per -ok- RI. R2 R3 R1 R2 RDL 2 25 10 RDL 807 805 LL 150 205 45 LL 1,258 1,242 ALIGN CURB WI n. 151 230 55 n.. 2,065 2,046 2x TRUSS VERT brgL 0.07" 0.11" 0.03" brg L 1.02" 1.01" IV MAX 169 lbs Self WI I V MAX 2,065 lbs Self Wt M MAX 120 ft-lbs I 6.03 plf M MAX 23,232 11-lbs113.36 plf V (d) 166 lbs ] ( V (d) 1,934 lbs I 1 fv 10 < 180 psi I I fv 52 < 276 psi fb 47 < 1,170 psi fb 1,652 < 2,458 psi SI S2 Si A DL 0.00 0.00 a DL -0.99 A LL 0.00 0.00 A LL -1.64 L/+999 L/+999 L/306 ok ok ok A TL 0.00 0.00 A m -2.62 LI+999 L/+999 L/191 i CR 1.001 1 CL 1.00 1 CR 1.00 I CL 1.00 CD 1.00 a Cf 1.301 CD 1.151 Cv 0.891 z NORDLING Pro3. No.: 17-259 STRUCTURAL FARMERS INSURANCE MECH UNITS ERS LLC PAC TRUST Ss ...... ,...e 2; z er.: O -aA4 Date: SEP 2017 By:JEN Sheet N G2 1 (E) GL BEAM PM 659 Ib6 MEGH UNIT P 125 roe 659 I1D6/(2 •3 Trueeee) = 109 Ibe P lil = u1 39' M 590ft-Ib6 W 1.6 per -ok- PROVIDE STANDARD TJL REINFORCEMENT NORDLING Pro3. No.: 17-259 n5 STRUCTURAL FARMERS INSURANCE RANCE IECH UNITS ENGINEERS, LLC PAC TRUST ss'.t&ck .: .3:b Heavr ,a ,:`a1:4 ;Date: SEP 2017 By: JEti Sheet No.:G3 i ASCE 7.10 Standard Roof Top Mech Unit Location 45°25'36.87"N Ss and S1=Mapped Spectral Acceleration Values 122°44'44.35"W 6600 SW Hampton St,Tigard,OR 97223 Ground Motion Ss 0.978 Si 0.423 Occupancy Category II Site Coefficients Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.084 SMi R,* S1 0.667 Design Category(SDC) D SDs (2/3)SMS 0.723 Sol (2/3)SMi 0.445 Air Side HVAC FP Mix= 0.3 SDS IP WP ap 2.50 Rp 6.00 = 0.217 WP->* 0 0.152 0.4 a •S •I Fp= P DS P C1+2•- ,NJ FP MAX= 1.6 SDS IP WP P Rp hi = 1.16 WP->* 0 0.810 z= 20.0 ft ASD Fp= 0.36 WP->*0.7 0.253 I Eq= 0.287W+0.2 SDS W W:Weight of Unit z= 24.O ft - FP= 0.41 Wp->*0.7 0.287 ASCE 7.10 Wind Force Standard Roof Top Mech Unit Wind Speed : 120 mph Exposure : B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9 qz: 23.24 psf kz: 0.70 Unit Weight 747 lbs Gust: 0.85 Ka: 0.90 Unit Height 41" Cf: 1.30 Kzt: 1.00 Unit Length 74" x: 1.9 Unit Width 47" Curb Height 14" WP: 48.8 psf P: 617 lbs-ASD T= 617 lbs *(14"+41"/2)/47" - 0.6* 747lbs I2 = 229 lbs Net Uplift NORDLING Proj. No.: 17-259 STRUCTURAL FARMERS INSURANCE tfECH UNITS r,. ENGINEERS, LLC _ PAC TRUST 6-w;S :B, 54,eryt3 :tea,�A R t .-A. 1Di:e: SEP 2017 ) E1 Shet=t No.: LI -c V 1081bs 4.W: - "141 lbs :: . Height 41" Weight lbs � Width 47" RTU-12 ,� Curb 14" VEQ= 0.287* 747 +0.2* 0.723* 7471bs 1111 11111.1 = 2141bs+108 vEQ Ibis214 T= 214 lbs * (14"+41"/2)/47" �1 + 108 lbs/2 0.6* 7471b s/2 C: 13 Ibs = -13 lbs [0 Net Uplift] V= 214 lbs Height 33" Weight 659 lbs Height 33" Weight 606 lbs - Length 74" Length 74" Width 47" RTU-11 Width 47" RTU-10 Curb 14" Curb 14" VEQ= 0.287* 659 lbs +0.2* 0.723* 659 lbs VEQ= 0.287* 606 lbs +0.2* 0.723*606 lbs = 1891bs +95 lbs = 174 lbs +88 lbs T= 174 lbs * (14" +33"/2)/47" T= 189 lbs * (14"+33"/2)/47" + 88 lbs/2 + 951bs/2 - 0.6* 606 lbs/2 - 0.6* 659 lbs/2 = -25 lbs [0 Net Uplift] = -27 lbs [0 Net Uplift] V= 1741bs V= 1891bs (4) STEEL BRACKETS W/ 012 SCREWS TO ROOF CURS 4 012 SCREWS TO UNIT SASE RAIL. .ok.. 412 e12' o/c SCREWS FROM CURB TO FRAMING BELOW. _0k_ NORDLING Proj. No.: 17-259 STRUCTURAL FARMERS INSURANCE iECN UNITS ENGINEERS, LLC PAC TRUST_ I 1 � _. i.--75 SW 8::t s.:etX Be .e- .~..,C Date: SEP 2017 By:JEN Sheet No.: LI 1 I , i. 48KC I. OIN(N$IOM$AA( IN INC NNLC$ DIML M§10N$ UNITED P.O.ROS ANN TAIL RRCNNRf IS INC PRMEllI IF CARRIER COR1gAflq IN( 1 AAE IN NILIRNETLAB. UNIT J R 11 PHASE) 113 PHASE) TECHNOLOGIES SIRACgE,It )ARO IL REL IYEAER R1q TRE ESARF65 cOltri1q THAI TN) SR611ISSIq OF THESE RRARIR6S q DOCUMENTS CAflRIER 1]271 CggTPppAiipl�S IfIERe[0113[`f�q USED RITAWT CARRIER WES-tAiiiiiYIC[OTA ia:fT-NCE q 2. CENTER Of GA AP RT 48NC 04 378 14 7/8 Co® [81L3/8 14 17777/1 0711 IBA%05 37 3/9 14 7/9 ID S/e CONNECTION SIZES 3. D)IECTION C/ AIR FLOW [e111 [7111 [1721 "IC 01 I1 Sl0 11 IID t8 SID A 1 3/8'1351 DIA FIELD POWER SUPPLY HOLE 11051) 1311) (172) B 2' [501 DIA POWER SUPPLY KNOCKOUT C 1 3/4'[511 DIA GAUGE ACCESS PLUG I 33-318 ( D 7/8'[221 DIA FIELD CONTROL WIRING HOLE 18101 E 3/4•-14 NPT CONDENSATE DRAIN F 1/2'-14 NPT GAS CONNECTION •32-1/1 ' • I G 2 1/2 ' (811 DIA POWER SUPPLY KNOCK-OUT " ""•" (RIB) I ECONOMIZER HOOD -""�""•"` -�� (OPTIONAL) 16 FII TFA ACCESS PANEL [,061 11001 1165) a • Com' CONDENSER TNRU-THE•BASE CHART ACCESS I COIL THESE HOLES REQUIRED FOR USE MNEL I CRBTMPWR001A01, 003A01 /�'1 ^'1 INDOOR C014 � I THREADED WIRE REO•D HOLE `/ rm I ACCESS PAM L _ _ CONDIT ZE� "�)1 1 [2771.r y 2,V 7/9' 122.21 "' •t•li�' 144 11111 ' '11P\ `®%� AE 7UAN A[R 7 RETURN TX• 3/4• (001,0071 POWER 1 1/8',128./1 CA HANDLE 2.578 \� �� I I A ZRA (003)1/2'TBA GAS 1 3/16 [30.01 i• BACK [111 ' 0 FOR"THRSEPAR'FACTORY OPTION, 'b TIP � I FITTINGS- FOR ONLY%,Y, e 2 ARE PROVIDED y� E ALT, --I lJ CURB ^W CONDENSATE SELECT EITHER 3/4'OR 1/2' WIDTH .N it-3!1 FOR POWER, DEPENDING ON WIRE SIZE ~ ,'"J DRAIN OPENING /� •Y [1511 29-3/8 RR (0011 PROVIDES 3/4'FPT TORN CURBg. 1�1 coft 1R 1/R ' Z IN BASEPAN SUPPLY [67312 [1511 [7171 SDAPIY FLANGE d FITTING. ¶0-7/e 14-I/1 72-1// I x h 1/111 13171 [7121 t DEE TRIOXTHE 8-1/4 y I % b..t1s7j — 1 " 25 --- LOE 1[120-7l/)8 93V[6361 -/Boal HOOD r—[1 ]2 TOP 70N ir 1-5/8 [1181 _ ,{ 10-1/2 C) �-~— �/ DISC IW EC1)CAL [2651 13211 ril "'1 LOCATION �I �� 9bA CONDENSER • COI) A:� CONTROL BOX • INDOOR BLOWER ACCESS PANEL ACCESS E STD- ILTER CONDENSATE ; DRAIN 0 a/10NA1 J ' J 11!=-7--- 1 ® _ -—-- • 251/8 ` F-. CA FACTONT OPTIONAL —_== r"`� 16-3// 16387 • OUTSIDE 1 INSTALLED 19.1/2 RETURN CONVENIENCE t� I LI111 FACTORY =ssa—_ • ANDLE 11-3/8 I�; [1271 .I AIR A[� OUTSET - 1i - INSTALLED -__.:2 . 183/N —N DI XONNECT =rdi la /•3/1 � ��IAS) --«-- 46.5// HANDLE 30-1/e 6.5/9 7 —� + 111871 [7611 (2131 [7691 [1711 [152) III 74-3/8 26-7/8 (1888) [6821 BAROMETRIC LEFT [79311 RELIEF SUPPLY FLOW FRONT AIR *RETURN RIGHT AIR sRELTNAME SRTEKIRES I 48KC 04-06 SINGLE ZONE ELECTRICAL I I REV m 1 2 f 09-16-14 I aCOOLING WITH GAS HEAT 48KC000281 0 -- • UNITED E.O.WA ANNE Ex1E AOCgE•T IE 010 P1020111 OE CApplON CDOPO IATiq SED UNIT CORNER CONNON CORNER CORNER �y1fJ�5 TECHNOLOGIES EEpACUEE,pl AAO IE OELIYEOEO UEq TAO FRIEES CONDITION EMAT TIE minim W TOOTS 510/1105 q DOCUMENTS UNIT ORION! NT(GOT IA p.WEIGHT INI WEIGHT ICI 111081 IDI C.G. HEIGHT i/CARRIER 13221 1CONTENTS SILL NOT NE DISCLOSED OR nrxgraxunl DOES NOT MUTAT'fOOT PENTOSNAICEq INS. AG LOS. NG „LOS. AG. LOS. AG. Les. RG. A 1 COIIEONSEIOIT WRITTEN CONSENT. ACCEPTANCE q COETIACT. 41NC Al 410 272 120 54 III 50 121 SS 135 SI 35 3/4 11081 24 3/4 16281 18 1/8 11711 /11AC 11 544 246 130 58 120 51 142 84 141 81 36 3/4 11331 24 3/4 16281 18 1/8 11111 '401C-131' 5N0 ne 111 14,151 10 151 11 162 11 31 1/8 18831 23(/2(58(1 20 118(5111 •I08 OTHERA 06IIOOS AND ACCESSORIES�GAS ETER TO f E►WITHOUT DATA CATALOG. CORNER A CORNER B I 0 1. ' ::,, W• � ICI 51 ril - 4+ 09y 70.2 CORNER D I M CORNER C V. E E TOPCA Cy H tll ar 8.:,.. •• Z 0 0 -, canelZ iiCffn r16Jjupr= o ,�. �. 1:=*: : o o I FRONT -.. _� f ONEEE GATE SNEENCEDEE I 48KC 04-06 SINGLE ZONE ELECTRICAL I NEW 2 0c 2 109-16-14 I COOLING WITH GAS HEAT 48KC000281 I cZ p co MI 8.A 48KC L I I 1 1 MOM POLYURETHANE A11ffi(N1ltYN1 A NOTES: y.,,..,„,,. INSULATED PANELS-25.1[ 2.INS,R4)OFC,lftB ACCESSORY IS SHIPPED DISASSEMBLED. CONNECTOR PKG,ACC, GAS CONNECTION TYPE GAS FITTING POWER WIRING CONTROL WIRING ACCESSORY CONVENIENCE 1INSULATEDI TIE. ANE F0AM,14.5 11.31410 DENSITY.3DIMENSIONS IN I)ARE IN MILLIMETERS. FITTING FITTING 4".RAiPf.'URNDItAO, . OUTLET WIRING CONNECTOR .•-_.,-..___ -Pi 4 ROOFCIMB:16 GAGE STEEL. CRSTMPWROO1A01 THRU THE CURB 3/4"[19]NPT ,:itRt'1',yN1RO02A01 24• 5.ATTACH DUCTWORK TO CURB.(FLANGES OF DUCT REST ON CURB). IR,DI 6.SERVICE CLEARANCE 4 FEET ON EACH SIDE. CRBTMPWR003A01 THRU THE BOTTOM 1/2•[12.7]NPT 314•[19]NPT 1/2"[12,7]NPT VT[12.7)NPT ®�.,.a•.-..n.r._,..-<_,..,..�._- __ 7,P/DIRECTION OF MR FLOW. a CONNECTOR PACKAGE CRBTMPWR001A01 IS FOR THRU-THE-CURB GAS TYPE PACKAGE CRBTMPWRO03A01 IS FOR THRU-T E.B0TT0M TYPE GAS CONNECTIONS. 1.3,4. 1--11 [44.5] P. z,� !Ito 1- n.NR• -- % 125.4] (Il/ri I Mr 01 11 3/4•(2985)WIDE p'm"`®"- -* INSULATED DECK PANELS, )RDJ.2) W 69/16•[217.5J WIDE 1 INSULATED DECK PANEL iid I v _ —11-3/4` ,jA ,---- SECTION ' (44.4] 1 H 4 SECTION E-E I 1'1-13116• '1111111111111111111131111Icy W RIT �, SCALE 0.250 GAS SERVICE PLATE [427]INSIDE SEE NOTE p2 l J NCO 21 AM THRU THE CURB I I 2-3/6• *J, DRILL HOLE 0 [61j 11°6111 wy •,x.-.m....rmv _..u..,._.s 2•[50.6 ASSEMBLY(IF \riI ! RE TURN AIR REQUIRED) CA .y OP NON (SEE NOTE 68) H .} 1516` 017121 S) v Y%5Ii I 9R0' —21 Sr E E 1C .I Y7a 81 l6S1 7) / ^R, � L7' t.. .i 32...,9- WRID "] (6f1.6] Omi �+ VIEW"B" L. 11 I4! 16.07• CORNER DETAIL ........,...-• /`' SU/My,Y MR \` OOpp Yana 69 cm•FNa1G l4Y1 1y y ' `/ RETURN MR • 4 ' 1-3/4• [444] til 7S` _ 144.Mq 4�"`®®POdt• �`\[9:1.5) R (516.]) Y7p 7 GAS(SUPPLIED WITH CURB)E IT "A" z C� 13.76• CA �' 4069' 1350.0) -l(FIL'SUPPLIED) 41 11039.R) DUC II(FIELD SUPPLIED) IP1131 OH OUNTER FLASHING 3'[13/16' ,�^�5 j (FIELD SUPPLIED) Y944,e1 ` VI OOFING FELT SEE VIEW"B" • n (FIELD SUPPLIED) O I ANT STRIP CERTIFIED DRAWING : (FIELD SUPPLIED) II IT I �/ --- © \,` -OOFINGMATERULL °RA"""GRELE^n:;ELEVEL: PRODUCTION \� (FIELD SUPPLIED) ^q� TIMM ANGLE GDMENSIONSWM INLESS OTHERWISEN INCHES T-'''''''''-' -- � I ^ ' \\\\\\\\ %tOJEGTION O < TOLERANCES ON: i"n WET"�ili.woix[wFmuuilwmlrtAWni"eAelx W (�p(�/f� \ 1pEC ZpEC ]DEC ;If I �wrio t"AMFAmppgyip,IMD6,WLHOT MATERIAL ±_ f- i, *= y RwTTREN�E:iAMgNPorATTaRiI FClww NcoRVOMimR. WRUA V AM A7,LIN17WI - AUTHO NUMBER TITLE y •Iwo INSULATION 1041738 CURB ASY,ROOF �� '; (FIELD SUPPLIED) - ENGINEERING MANUFACTURING ENGINEERING REQUIREMENTS - [004-007) K OVERALL DIM.5'7 7/6'WAS 5-7 7/6,16GA -- -.SIZE(DRAWING NUMBER REV - -X.. <mmx. : _ \\"- A MATERIAL WA 16 GA.:NAIL FIELD SUPPLIED WAST-005,:Y-002 DRAFTERDCHECKER D 48TC400427 B I 01/22/ll I MMC I - I - I MMC 06/17111- WITH CURB JII 1067696 WEIGHT:- SHEET 60F SI WV VISICM RECORD DATE BY CNN() SURFACE FINISH MFG/PURCH MODEL(INTERNAL USEONLy) NEXT DRAWING I SCALE I DISTRIBUTION AVP° ECR NO, PURCH N/A 11 o MMC W G? DI 48KC