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Plans (67) SPECIFICATIONS 11°2-0/?^ OG?�2 //'1/9 S 4Cp4_, Outdoor freezer (-10°F) (with floor) Vinyl foam NSF gasket (1/16" joint thickness), Cam-lock layout #4 N co CO m co O SPECIAL INSTRUCTIONS N lA , co 0 , Meets 2009 Federal Energy Independence and Security Act Requirements. 0 CD N r' LID Standard crating SPL N� WALL PANELS 10 1/2 r 97 Construction: 4" high density urethane �� o Exterior Finish: Stucco galvalume / Stucco white DESIGN CRITERIA: 14 7/16 h� ClA ■ Interior Finish: Stucco galvalume galvalume (exposed ext.) ( `v BASIC DESIGN LOADS: 12 ( I O Ceiling connections: Camlock MINIMUM INTERNAL LATERAL LOAD = 5 PSF Floor connections: Camlock ROOF DL = 5 PSF y i o ' ROOF LL = 20 PSF ( W CEILING PANELS GROUND SNOW LOAD = 20 PSF Construction: 5" high density urethane N 29 C2 � SEISMIC DESIGN DATA: Exterior Finish: 26 ga. stucco galvalume SEISMIC PARAMETERS: Interior Finish: Stucco Ceiling Caps: Factory mounted S1 = 0.422 g 12 Ss = 0.971 g 9 galvalume Live Load: 20 psf ° 9(.." SDs = 0.720 g FLOOR PANELS SDC = D 14 7/16 I C3 Model: Hand-Truck Floor panels model #HTFN (NSF) SITE CLASS = D - I I 111 Construction: 4" high density urethaneRISK TANCE FAY = 2I 10 1/2 L_ Jw/ .080 smooth aluminum @ interiorIMPORTANCE FACTOR, I = 1.0 over 1/2" plywoodAMPLIFICATION FACTOR, ap = 1.0SPL w/ Metal @ exterior RESPONSE MODIFICATION FACTOR, Rp = 2.5 Z co D o DOORS WIND DESIGN DATA: ° N 0CEILING PANELS [Al: 30" x 78" flush model G3 self-closing freezer door EXPOSURE CATEGORY = B m LO b ** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** ULTIMATE WIND SPEED = 110 MPH a z Frame: 4' high density urethane, 3-sided HORIZONTAL WIND PRESSURE = 16PSF w/ Stucco galvalume (ext. & int.) VERTICAL WIND PRESSURE = -16PSF 1 z o w/ 24 ga. stainless steel 430 (magnetic) liners w w/ 4-sided heat cable in frame [FL-4-95W] (23'-5" x 6.5 ohms/ft (152 total ohms) @ 4.1 watts/ft + Pepi - 120V, 0.BA) STUCCO WHITE GALVALUME� Leaf: 4" thick, 3-side lap, standard height 1 1 w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket -/- w/ 12 -j (3) Kason #1248A spring assisted adjustable hinge Q (1) Kason #27C cylinder locking deadbolt handle 0 s < in : 1 (1) Kason #27C twist-off knob inside release 8'-1"[s7J .4( a 111 (1) Kason #1094 hydraulic door closer yF (1) 3-way press switch w/ pilot light (weatherproof) @ ext. I 57s DC (1) Analog 2" flush mount dial thermometer (12" capillary) 43/4 405/16 (2) Terminal J-box @ interior w/ concealed conduit1 47 43/4 r d (1) Kason 1825 heated air vent (4W, 120V, .04A) W5 W6 CD (1) .080 smooth aluminum threshold vL ��' 36" high AFF .100 aluminum diamond tread kickplates (leaf, ext. & int.) 3 ; W _I PARTS \ (}— pZ (2) ea. Kason #1808 vapor proof LED light fixture - (LED lamp built-in.) 3 u F (21) ea. Prefabricated floor seismic restraint system - Simpson Titan or similar concrete screws @ 24"o/c ti j x (6) ea. (2" x 2") x 96" x Stucco galvalume Interior seismic tie-down @ ceiling level 2 Q OREGON SEAL n ` a. FREEZER ; a W _ ffi CD (7)O r ;g STANDARD NOTES 4 ._ii w p W W¢ 3 To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity conditions may require force N i_ v 3 ventilation in addition to clearance. �� o Q (0 Cal LL Installation site floor must be true and level within 3/16" per 10' or additional costs may be incurred. t W2 5/I h 43/4 47 1 REVISIONS 405M6 4314 7_.me,. 8 #1: Changed combo to 2 separate boxes. DC C o #2: Order processed 0ep�,ncv u 01w WALL PANELS o n ,Ii=i QWomm Qzb22T, STUCCO GALVALUME� W i g 6 p, (NSTAD ENGINEERING NOTES I a1p id*0 Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinforcing are to be designed by N a a w NDAR a qualified professional engineer based on concrete strength and specific soil condition at the building site. Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. REQ# DATE By All foundation dimensions to be field verified. ^ All mechanical unit anchorage and support to be designed by others. `��� PF3t"�rs��/ 1 08/08/2017 VVP All connectors or elements in contact with aluminum to be stainless steel (STL/STL). �7 Gt 09/01/2017 VVP If walk-in ceiling is suspended, existing roof structure to be designed by others for loads induced from new walk-ins �'� g 3PE where shown on plans and/or in engineering calculations. IS NSF LABEL Walk-in is designed for code applied loads. , 1 N.S.F. LISTED STD i7 Design does not include static ( ) pressure review. COMPONENT N.S.F.GASKET WALL PANEL JOINTS Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. All loads are service loads. � �OREGON DO NOT SCALE THIS DRAWING Freezer: 7555 BTUs @ 18 hra/day Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow CBC 1704 and 1707). SCALE: 3/16"=1'-0" :� ✓/ n ✓' f THE MINIWM STU'S MOM ME BMW ON NSF STANDARD/7, WARNING - ELECTRICAL SEAL IP �+ d�����t�. DATE DRAWN: 8/8/2017 SECTION 5, PARABRAFH 5.98.7, REQUIREMENT$(REF. TABLE 1). After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. fr 4 � DATE PRINTED: 9/12 2017 THESE NUMBERS ARE NOT INTEND®TO BE USED FOR SIZING Failure to seal device per NEC codes WILL VOID WARRANTY. kL BY: VVP OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROWN vE TAMARACK <3RONE CHK'D BY: CONSILTII WITH A QUALIFIED ENSINEER OR CONTRACTOR E N o i N E E R 1 N o DRW#: 17-IB-0Z 125-02 CONfRACTgt. 1112 S.LA CASSIA ORIVE,BOISE,IDAHO 83785 BOX: 2 OF 2 RECONSIDS PHONE 288.345.8811 FAX:286.315.09111 EMAK:WasiNaffeWmuydu¢mvemm SHEET: 1 OF 3 4. N I CD CO CD CD � � � O m 61/2 61/2 L 11 T f N SPL SPL SPL 267/8 47 23 10 1/2 \ r- 10 1/2 \ a 14 7/16 15 15/16 --'II �\ ---- �® N -i 11*-21_-* 15 9/16 CP CP „ I I�I 4 O I 21 1/16 - COKr 40 y Fl F2 F3 &a 26 °' e _ ' —� f V 15 9/16 21 1/16 \ \ W5 • LA)....._I —W4 a (1.: �s_Crq� r� 14 7/16 2 15 15/16 Q� E 10 1/2 10 1/2 ��7 SPL (rE SPL SPL M v LEVATION I M 0 O E 2 , ( m w co CD CD o k b a FLOOR PANELS ;�: r A ] - .- i COMPONENT LOCATIONS 1: 1o itf W � gcc6 J } I. � (Wall Pane Camlocks at 24"O.C. r.........1 W UI — irlW h8). II 1/4"NSF radius t - 5 W S a I N Wearsur(ace I— 0 �� Floor Panel W l— W5 eigiN (5*amu►\� _I Q (!)C7 m~ Mind a Ir e—` FREEZER (BOX 1) xa�W COOLER (BOX 2) �/� ,,��� a Al/I \ v o c. Double rip down typ. �zoil mM r Finish Fbor ,g,28 \ Counter sink in El feildfor1/2"x612 W +gai.. °' SimpsonTitenHD@24" (N I GLI` o x•R O.C.(min.embed=23/4"> I �.«� --- nt a°a w k I (DCAM LOCK & TIE-DOWN DETAIL REV# DATE By 4" High density wall 08/08/2017 VVP 3 1/2" High density floor ��vf) PRVP�z 09/01/2017 VVP "> 0.1 N �,,/G� p '44 i s 79 93 P E DO NOT SCALE THIS DRAWING M OREGON rr O/�N SCALE: 3/18//1'-0" 1J 1Z L.::.i i.•� �. �� DATE DRAWN: 8/8/2017 ✓�J;V rj%4 - > DATE PRINTED: 9/12/2017 1 s, BY: VVP CHK'D BY: DRw#: 17-IB-02125-02 f"XP�S �.iu(l,AT f' J BOX: 2 OF 2 SHEET: 2 OF 3 r N 11/2 y 357/8" OI I f1112 LO Tension break N L__ \ -MllrAillMEMIIE„.. , N g Cam-locks @ 24"O.C. O 'LT Ceiling panel CO, 13/4 � � �/ / Field drill 8 counte sink(8) 13/4lliii , 5/16"holes for#14 x 1"FHSMSmy 11' (CAUTION:Avoid heat cable) `' 1 l j j / 42 3/8" 01.4PA I r_ 4— O O O O4— / Edge of box 2"x 2"x cont.x 26 ga. NOTE:Due to construction variables I w/#8 x 1/2"MTHSMS @ 12"o/c at ea.leg /f q sealthreshold/jamb joint w/sl cone w/(4)#8 x 1/2"@splices at ea.leg �\ (laps^mn.) SPLICE DETAIL f Ilz ng Wall panel 1zo ()CEILING TIE-DOWN DETAIL g§ ff 'High density frame panel, camlock ®ANGLE THRESHOLD DETAIL (NTS) FLUSHi !-1 i I g § fl! CO h 1±1 egg 2 w J � 21/4� >- Top piece length = WIC -1/8" O Q tHE < Bottom piece length = WIC + 10" Lu Z X Loop heater cable centered in bottom rail O f.— Cr i8 (not to exceed top piece length ) 0 co Clin C and hold in place with heat resistant tape w Ir< <<<y % �iii 4 ��/ Attach top piece to bottom with heat resistant tape u LLI¢ °8 :;; 1J%/� �E 1,13/41 / Screw 5 legs of bottom piece into door frame Q �a��i e "m C)~ I 11 ill vc Q ' CO Ensure that cable isnot excessively tight or kinked Ensure that the loops Heater cable to door leg a o LO LO F @ any areas(special of the cable are (shorten liner up 1/8"so edge attention to turns in loo p W W Y�t ., . .. .. . , ) looped properly spacedand of liner does not wear 1 /-- 0 section) are not making contact on cable) O m with adjacent loops ltyP both ends) I (YA c4aia.aa,,r04 7 / LOOP HEATER CABLE IN THIS AREA ,,c© PRQc. ' REV# DATE BY 51/16attachW / }� ✓�1t9} 1 08/08/2017 VVP /btm.of dr.frame/ (TOP COVER)WIC-1/6 51/16 attach to [� /btm.of dr.frame/ ^SI (�":1E N- "7 09/01/2017 VVP f (BOTTOM PLATE)WIC+10 / DO NOT SCALE THIS DRAWING )4-SIDED HEAT TROUGH METAL WRAP �,> ✓f,y,n ','.0 ?(<!\‘'.9, SCALE: 3/16"_1'-0" (1)4-SIDED ON FLOOR PANEL 44, .---‹„,ti SV- ref �1 DATE DRAWN: 8/8/2017 ti� �' DATE PRINTED: 9/12/2017 IFX 'n ---.—I,,J E f 1,:t.1_.„ _ CHBYVVP CHK'D BY: DRW#: 17-IB-O2125-02 BOX: 2 OF 2 SHEET: 3 OF 3 SPECIFICATIONS COutdoor freezer (-10°F) (with floor) CD CD CD M A ■ Vinyl foam NSF gasket (1/16" joint thickness), Cam-lock layout #4 OV N 10 .---, co I SPECIAL INSTRUCTIONS 10 m 1— M Meets 2009 Federal Energy Independence and Security Act Requirements. `v Standard crating SPL w ■ 97 V 10 1/2 WALL PANELS r -, r.. Construction: 4" high density urethane 14 7/16 .... ClO `/�V, Exterior Finish: Stucco galvalume / Stucco white galvalume (exposed ext.) DESIGN CRITERIA: 9 Interior Finish: Stucco galvalume BASIC DESIGN LOADS: 12 i I O 0 Ceiling connections: Camlock MINIMUM INTERNAL LATERAL LOAD = 5 PSF Cri Floor connections: Camlock ROOF DL = 5 PSF g ' ROOF LL = 20 PSF CEILING PANELS GROUND SNOW LOAD = 20 PSF Construction: 5" high density urethane SEISMIC DESIGN DATA: 29 yd I C2 �� Exterior Finish: 26 ga. stucco galvalume I I ' Interior Finish: Stucco galvalume SEISMIC PARAMETERS: 9 I Ss = 0.971 g Ceiling Caps: Factory mounted S1 = 0.422 g 12 Live Load: 20 psf m �.� SDs = 0.720 g I FLOOR PANELS rn�� _R- SDC 147/16 M I C3Ol Model: Hand-Truck Floor panels model #HTFN (NSF) SITE CLASS = D E Construction: 4" high density urethane RISK CATERGORY = II 10 1/2 L J w/ .080 smooth aluminum @ interior IMPORTANCE FACTOR, I = 1.0 SPL E over 1/2" plywood AMPLIFICATION FACTOR, ap = 1.0 w/ Metal @ exterior RESPONSE MODIFICATION FACTOR, Rp = 2.5 DOORS WIND DESIGN DATA: N n n CEILING PANELS $ 8 [A]: 30" x 78" flush model G3 self-closing freezer door EXPOSURE CATEGORY = B r r *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** ULTIMATE WIND SPEED = 110 MPH N ZII Frame: 4" high density urethane, 3-sided HORIZONTAL WIND PRESSURE = 16PSF Z w/ Stucco galvalume (ext. & int.) VERTICAL WIND PRESSURE = -16PSF p w/ 24 ga. stainless steel 430 (magnetic) liners it itx @ Z w/ 4-sided heat cable in frame [FL-4-95W] (23'-5" x 6.5 ohms/ft (152 total ohms) @ 4.1 watts/ft + Pepi - 120V, 0.8A) / 1STUCCO WHITE GALVALUME] Leaf: 4" thick, 3-side lap, standard height UI w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket r (3) Kason #1248A spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle 8,1"[s7J Q S (1) Kason #27C twist-off knob inside release r y OC F.= z (1) Kason #1094 hydraulic door closer (1) 3-way press switch w/ pilot light (weatherproof) @ ext. DC 434 405/16 (1) Analog 2" flush mount dial thermometer (12" capillary) \ y 47 43/4 \ >< (2) Terminal J-box @ interior w/ concealed conduit W5 m 1 1 (1) Kason 1825 heated air vent (4W, 120V, .04A) yyg I CO LU 416 (1) .080 smooth aluminum threshold N ^ 3 n n I- 36' high AFF .100 aluminum diamond tread kickplates (leaf, ext. & int.) ! J PARTS / \ C Q F (2) cs ea. Kason #1808 vapor proof LED light fixture - (LED lamp built-in.) ,- Z Q (21) ea. Prefabricated floor seismic restraint system - Simpson Titan or similar concrete screws @ 24"o/c 2 5i111 1W_ (6) ea. (2" x 2") x 96" x Stucco galvalume Interior seismic tie-down @ ceiling level \ Q FREEZER °D X OREGON SEAL o n 3 - UJ '� w r ¢ F 0 STANDARD NOTES w CC 0- N ^ To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity3 3 n Q CO C7 iil ventilation in addition to clearance. o Q[o mI 111 11S conditions may require force Installation site floor must be true and level within 3/16" W2 W7 per 10' or additional costs may be incurred. \ c c q \ I4'°3/4 47 405/16 4314 ^ ^ ��W g REVISIONS V 1 #1: Changed combo to 2 separate boxes. Q DC �,�,� #2: Order processed WALL PANELS CI C) I:Z 01 V"amm. QzommI Q b�8 a a.. a W��v.. STUCCO GALVALUMEl i { ] ) I a.1`g a .� STANDARD ENGINEERING NOTES \/ J Na,B Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinforcing are to be designed by a qualified professional engineer based on concrete strength and specific soil condition at the building site. REV# DATE BY Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. All foundation dimensions to be field verified. 08/08/2017 VVP All mechanical unit anchorage and support to be designed by others. 09/01/2017 VVP All connectors or elements in contact with aluminum to be stainless steel (STL/STL). '���` Fti ' If walk-in ceiling is suspended, existing roof structure to be designed by others for loads induced from new walk-ins �� �� N where shown on plans and/or in engineering calculations. ISENSF LABEL Walk-in is designed for code applied loads. I e� E � ,J N.S.F. LISTED (STD f!) Design does not include static pressure review. COIPCNENT N.S.F. GASIET @ ALL PANEL JOINTS Components of all doors, wdsndows, and openings to be designed for loads induced by wind, design by others. AOelfp �/ DO NOT SCALE THIS DRAWING All loads are service loads. Freezer: 7655 BNB 818 hrs/day Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow CBC 1704 and OREGON SCALE: 3/16"=1'-0" 1707). ` 6 ) c , w/ DATE DRAWN: 8/8/2017 THE YINIMRI BTU'S MOM ME BAKED ON NEW 8TANDARD 07, WARNING - ELECTRICAL SEAL ` j .. /;9/ ) \��, DATE PRINTED: 9/12/2017 z l NJ ^� ` swiON 5, PARABIIAPII5.98.7, REOUIREYENTS (REF. TABLE 1). After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. �, J, . >' \e,� E BY: VVP THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING Failure to seal device per NEC codes WILL VOID WARRANTY. /' CHK'D BY: OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROWN �" `' TAM/4RA(:K GROVE RECON uJS CON9ULTINO WITH A QUALIFIED ENGINEER OR CONTRACTOR E.XF9�ii ai P e.,i } �J.1 ee. l.'f 'i� E N O I N H E R 1 N o DRw#: 17-IB-02125-02 __—_-–---'""" M2 S.LA CAVA ORNE,BOISE.IDAHO MMB OONTRACTOR, PHONE:208.345.8811 FM:20E.345.N18 BOX: 2 OF 2 EANK:8ri4n.�,J�n SHEET: 1 OF 3 • N CD CD CD CO , CDCI 0 6 vz ,- T co .- in 1 s 1/2 1.0 I 1 N SPL SPL SPL _ \ ol26 7/8 47 23 �, 14 7/16 15 15/16 D---` 1 O 15 9/16 CP CP I I ', Cri 21 1/16 I I \ \ r \ o �— - 61/2 of �m .�_... N 6 40 h F1 F2 F3 �a 26 _ ' Ii.... 1 I SFV'+� \ 15 9/16 21 1/16 i' i ..=, rs=;_c,1M `_ W5 1 ......: W4 IL \ \14 7/16O 15 15/16 , \ +2 VYC 111 10 1/2 10 1/2 r SPL SPL SPL U �AIELEVATION g2 ¢ I f o o ii 1 CD CD W co CD (D co ,n m FLOOR PANELS II. Z Z W. to i COMPONENT LOCATIONS iii 2 z 1 I CI Z w IgCO t.sCO E J co 1 Wall Panel Q Q 3 s il Z W 2 LL B Camlocks at 24"O.C. CD �Q O IP typ' 114"NSF radiusi ; ! Wearsurface uiW Q ii . gg Floor Panel111 r ���" Q Q m �I III Ili �\ U m H a Iplosillilli. FREEZER BOX 1 ,s.! �m� ( ) COOLER (BOX 2) ���� g /( ` ��� I I i \ a uorn M C: C:i O I I I Double rip down typ. z o c _ Finish Floor ti u�n'�C W 01 co ii Counter sink i6 ai a F a Sifempson Titx612 aNp.LL G. SimpsonTitenHD@24" �"'N o.q O.C.(min.embed=23/4') I I 1 REV# DATE BY (DCAM LOCK & TIE-DOWN DETAIL 1 0e/08/2017 VVP 4" High density wall 09/01/2017 VVP 3 1/2" High density floor PRO,�� 10 NOT SCALE THIS DRAWING 440 p_ r ..; • ALE: 3/16"=1'0" DATE DRAWN: 8/6/2017 r: DATE PRINTED: 9/12/2017 4�j1 rv � ,, <"k /„.4/ /., e ? 1.:„.11.:..,...;,......". s��// „.4 ! BY: VVP �� :y /( --- CHKD BY: i-1,,,7,0 — DRwn: 17-IB-02125-02 EXE'LiAt i '� 'r 'r; S! Box: 2 OF 2 SHEET: 2 OF 3 0 N 0 I 1 1/2 35 7/8" CN I— L Tension break 1 1 r" N g Cam-locks @ 24"O.C. 12 ga.stainless steel \ — Ceiling panel /� 71 �� _I � 1 314 Field drill 6 countersink(8) 1 3/4 �, , hf1 11/ / 1\ir 5/16s for#14 x 1"FHSMS ��`�r f'0' ;) :1 1 1 r t� 42 3/B" �� O O O O / Edge of box r� 2"x 2"x cont.x 26 ga. w/#8 x 1/2'MTHSMS @ 12"o/c at ea.leg E NOTE:Due to construction variables w/(4)#8 x 1/2"@ splices at ea.leg SPLICE DETAIL f>/4 seal threshold/jamb joint w/silicone (lap 5"min.) Wall panel If M b i 2 CEILING TIE-DOWN DETAIL 2 1 5 3 (NTh density frame panel, camlock Q t ()FLUSH ANGLE THRESHOLD DETAILW < Ez I 0 I— 3 r a co z1Ed ca w g � 21/4� I-- < > P 1 5 Top piece length = WIC -1/8" Z Q i g a Bottom piece length = WIC + 10' XCC• IX _ Loop heater cable centered in bottom rail • p111 11— R g5 co (not to exceed top piece length ) w q X135 and hold in place with heat resistant tape LU¢ E iii �� �� Attach top piece to bottom with heat resistant tape w r I--< p 3 �L��� \4 ,-i--\ I Screw 5 legs of bottom piece into door frame Q O I,13/4X Q m CO ~ 4 11 511 •r - ornao Ensure that cable is not ���� °u excessively tight or kinked Ensure that the loops Heater cable to door leg o/t• Wool I @ any areas(special of the cable are (shorten liner up 1/8"so edge Q Q (40)a m m r, attention to turns in looped properly spaced and of liner does not wear section) are not making contact on cable)(typ both ends) z o o with adjacent loops V ,o q t *El] A.010o/.E N oq a5 E No.af� G 's1) PtAQ�) REV# DATE BY LOOP HEATER CABLE IN THIS AREA ✓CO�',-,•-_•—••••-_,�� 08/08/2017 VVP i 51/16 attach to btm.of dr.frame (TOP COVER)WIC-1/8 51/16 attach to 'C• 4 1 N::::-.1.....?", �(� 3 09/01/2017 VVP i / btm.of dr.frame, Cr r f (BOTTOM PLATE)WIC+10 �9� / " OREGON Aillic �- DO NOT SCALE THIS DRAWING SCALE: 3/16"=1'-0" (2)4-SIDED HEAT TROUGH METAL WRAP 1 � �K ,<S J• DATE DRAwN: 8/8/2017 3 ON FLOOR PANEL '✓ ` [/"`" .,-'cl. 4, 7 J DATE PRINTED: 9/12/2017 tBY: VVP EX.P'V fA'jo °T :C.:7—W iL" - CHK'D BY: DRW#: 17-IB-02125-02 BOX: 2 OF 2 SHEET: 3 OF 3