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Plans SPECIFICATIONS PARTS - 'rm. UD CDUD items 52 & 56 DESIGN CRITERIA: al1--- (4) ea. 4' LED light fixture w/ (2) LED lamps for cooler or freezer application (18W, 120V, .15A) Vinyl foam NSF gasket (1/16' joint thickness), Cam-lock layout #4 Fixture ships loose for field installation. BASIC DESIGN LOADS: (6) ea. (6' x 1 1/2") x 96" x 18 ga. stainless steel 304 #4 cove base/seismic tie-down @ floor level CEILING DL = 5 PSF CEILING LL = 10 PSF (6) ea. (2' x 2") x 96" x 16 ga. galv. seismic tie down @ floor level SPECIAL INSTRUCTIONS MINIMUM INTERNAL LATERAL LOAD = 5 PSF N '/cy+ " No Wood Construction (6) ea. 6" x 96" x 18 ga. stainless steel 304 #4 cove base (11) ea. (2' x 2") x 96" x 24 ga. smooth white (anti-microbial) Interior seismic tie-down @ ceiling level SEISMIC DESIGN DATA: M Meets 2009 Federal Energy Independence and Security Act Requirements. (2) ea. (2' x 4") x 96" x 20 ga. stainless steel 304 #4 outside corner vertical closure Standard crating SEISMIC PARAMETERS: (2) ea. (2' x 4") x 48" x 20 ga. stainless steel 304 #4 outside corner vertical closure (6) ea. (1/2" x 47" x 1/2") x (1/2' x H" x 1/2")20 ga. s/s 304 #4 removable ceiling closure Ss = 1.184 g WALL PANELS S1 = 0.456 g T 0 Cl) (2) ea. (1/2" x 27" x 1/2") x (1/2' x H" x 1/2") 20 ga. s/s 304 #4 removable ceiling closure SDs = 0.810 Construction: 5" high density urethane • • (1) ea. (1/2" x 22 1/2" x 1/2") x (1/2" x H" x 1/2")20 ga. s/s 304 #4 removable ceiling closure 9 Exterior Finish: 20 ga. stainless steel 304 #4 / Stucco galvalume SDC = D ^ (1) ea. (1/2" x 6" x 6" x 1/2") x (1/2' x H" x 1/2") 20 ga. s/s 304 #4 removable ceiling closure corner I----I Interior Finish: 24 ga. smooth white (antimicrobial) SITE CLASS = D Q (?) ea. 96" x 20 ga. stainless steel 304 #4 removable ceiling closure lower track CO Ceiling connections: Camlock RISK CATEGORY = II Floor connections: Angle screed (?) ea. 96" x 20 ga. stainless steel 304 #4 removable ceiling closure upper track IMPORTANCE FACTOR, I = 1.0 -y (1) ea. Low temp Chase Doors strip curtain for 36' x 84" net opening - w/ 6" strips @ 33.00% overlap RESPONSE MODIFICATION FACTOR 1 r-r��'� CEILING PANELS (1) ea. Normal temp Chase Doors strip curtain for 36" x 84" net opening - w/ 6' strips @ 33.00% overlap R = 6.5 (SHEAR WALL) [� ,i (9) ea. Angle screed Construction: 5" high density urethane R = 3.5 (MOMENT FRAME) Op Q w Exterior Finish: Metal r I--N �--1 Interior Finish: 24 ga. smooth white (antimicrobial) STANDARD NOTES STRUCTURAL NOTE: Ceiling Caps: Factory mounted To prevent condensation, a minimum 2" from the walk-in ANY FUTURE ROOF/CEILING LID MOUNTED EQUIPMENT NOT CURRENTLY Live Load: 10 psf u- exterior surface is required. High humidity conditions SHOWN ON THE ENG STAMPED SHOP DRAWINGS SHALL BE COORDINATED DOORS may require force ventilation in addition to clearance. WITH THE EOD PRIOR TO ANY INSTALLATION TYP. A [A]: 36" x 84" flush model G3 self-closing freezer door O Installation site floor must be true and level within ¢ b K *** PRE WIRE ALL ELECTRICAL *** - 3/16" per 10' or additional costs may be incurred. O m *** NO WOOD BACKING *'* K *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** STANDARD ENGINEERING NOTES Frame: 5" high density urethane, 4-sided (8" high sill) Foundation, special inspection, footings, anchor bolt embedment, w to w/ 20 ga. stainless steel 304 #4 (ext.) Fs edge distances and all reinforcing are to be designed by a qualified F 1ty.Z w/ 24 ga. smooth white (antimicrobial) (int.) p o-L1_ w/ 24 ga. stainless steel 430 (magnetic) liners professional engineer based on concrete strength and specific soil Z w Z w/ 4-sided heat cable in frame [FL-4-110W] condition at the building site. (� 7p r (26'-5" x 5 ohms/ft (132 total ohms) @ 4.2 watts/ft + Pe pi - 120V, 1A) Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. �l 6/ '6062 rc p O All foundation dimensions to be field verified. a d e Leaf: 4" thick, 3-side lap, standard height w O All mechanical unit anchorage and support to be designed by others. C''��) �vf U ae w/ 20 ga. stainless steel 304 #4 (ext. & int.) 5� C W i/i(,�i�,/1�/�,l� tsr All connectors or elements in contact with aluminum to be stainless steel (STL/STL). W IC C� 2 1-O w! Magnetic gasket I g ZO If walk-in ceiling is suspended, existing roof structure to be designed by others for (3) Component Hardware #W59 spring assisted adjustable hinge loads induced from new walk-ins where shown on plans and/or in engineering calculations. (1) Kason #27C cylinder locking deadbolt handle _,w E in inw Walk-in is designed for code applied loads. _IU L (1) Kason #27C 1/4 turn knob inside release include static pressure review. 0 z c>o re Design does not 0 t (1) Kason #1094 hydraulic door closer Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. O 2 i N O O (1) Modularm 75LG temperature monitor w/ panic button and flush door ajar alarm All loads are service loads. = N 0 O W C (2) Terminal J-box @ interior w/ concealed conduit U Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow CBC �_ w (1) Kason 1832 SS heated air vent (23W, 120V, .2A) 1704 and 1707). CO =7 m Z z (1) Evaporator cut-off micro-switch 1zu O o/ z Z (1) 14" x 24' heated view window (107W, 120V, .9A) ¢ F K W R O NOTES-INSULATED PIT Z (i) 12 ga. stainless steel threshold Z Q O g w W o Insulated pit plan is provided to locate thermal break and door notch locations and size. Pit depth, concrete filocr w m w w 36' high AFF 14 ga, smooth stainless steel (leaf, ext. & int.) above and below insulation, design, reinforcement, thickness & construction of concrete should be designed by aOD Z Z>O 66� Qualified Professional Engineer familiar with cold storage design, the site conditions and end users application. W Z z.g 2 w [B]: 36' x 84" flush model G3 self-closing cooler door See project contract documents. All concrete and excavation work & design is by others. z w 4 Z-1 m z to *** NOEWOODE ALL BACKINGEG***GAL *" J J Z i O i-I re w *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** NOTES-RECESS Oe ES lan is provided ovid ed to set min. size to allow panel installation. Recess depth, concrete floor above and below W CC W O co—Z P 7 Frame: 5" high density urethane, 3-sided O Z a rz LL p ga. (ext.) insulation, design, reinforcement, thickness & construction of concrete should be designed by a Qualified Z ¢ u O 8 w/ 20 stainless steel 304 #4 Z Professional Engineer familiar with cold storage design, the site conditions and end users application. See project W Z F.O � Z LL w/ 24 ga. smooth white (antimicrobial) (int.) contract documents. All concrete and excavation work & design is by others. W g W p 3.8 w/ 24 ga. stainless steel 430 (magnetic) liners ¢ .J¢ U Leaf: 4" thick, 3-side lap, standard height CD 0-Q g 8 g WARNING - ELECTRICAL SEAL E 0 w/ 20 ga. stainless steel 304 #4 (ext. & int.) - : CC O w 2 cd 8 a iti w! Magnetic gasket ailr wiring devices, ALL conduits mustW be sealed to stop moisture transfer through electrical raceways. _ Q a Lill— Z O Cq O Failure to seal device per NEC codes WILL VOID WARRANTY. tb ' I- ' Z`— Z a Z uP (3) Component Hardware #W59 spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle TAMARACK GROVE (1) Kason #27C 1/4 turn knob inside release ENGINEERING ..0 gmH B 0 (1) Kason #1094 hydraulic door closer OREGON SEAL pW m' (1) Modularm 75LG temperature monitor w/ panic button and flush door ajar alarm g u]u� 0 (1) Terminal J-box @ interior w/ concealed conduit n n m'*o:m m a (1) 14" x 24" non-heated view window 812 S. La Cassia Drive ,3u4 0 I I l 36" high AFF 14 ga. smooth stainless steel kickplates (leaf, ext. & int.) Boise, ID 83705 co d"u.rJ ran-c PIT MATERIAL Why q YN tE (1) Set Pit Material - Insulation thickness = 6' (208) 345-8941 ��� W`o ao(208) 345-8946 c Pit size = 151.80 sq. ft. Lvaak . (6) ea. 2 x 6 x 96" pressure treated wood www.tamarackgrove.com REV# DATE BY (15) ea. 48' x 96" x 2" R-Max board stock urethane (2) ae. 6 mil. Visqueen vapor barrier (1) ea. Asphalt emulsion, 5-gallon pail 1 10/26/20182018 RCN (1) ea. 15# building felt roll, 30" x 130' 1/1 RCN -SUBMITTAL DRAWING- /12/2019 RCN REVISIONS 03/12/20193/ RCN #1: onlypitplan -for freezer Coded in Note-The Manufacturers responsible is limited to manufacturing this ® 03/13/2019 RCN product in accordance with these drawings.The customer or their representative #2: Freezer to the left, cooler to the right. in signing these drawings istaldng responsibility for overall size and fit around #3: Changed Box Sizes (freezer 8'-1" wide). KC NSF LABEL building calls,columns and ceidng restrictions,door locations,openings for DO NOT SCALE THIS DRAWING #4: Freezer to the right, cooler to the left. W�y'� N.S.F. LISTED (STD t7) equipment supplied by others,specifications and accessories listed. #5: Freezer to Left, Cooler to the right. Cgypgppn N.S.F. GASKET @ ALL PANEL JOINTS Production will not begin until these drawings are approved. SCALE: 3/16".1.-0" Freezer: 9239 BTUs @ 18 hre/dey DATE DRAWN; 8/1/2018 Coelerr: 6744 BTUs @ 16 Are/Wey 0 APPROVED FOR FABRICATION IMTH NO CHANGES DATE PRINTED: 3/13/2019 0 APPROVED FOR FABRICATION WITH CHANGES I El REVISE AND RESUBMIT BY: MTB THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD#7, CHK'D BY: SECTION 6, PARAGRAPH 5.36.7, REQUIREMENTS (REF. TABLE 1). DRW#: 1 8-IB-'12324-O'I THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING Signature: OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROINI BOX: 1 OF 1 1 RECOWENDS CONSULTING WITH A QUALIFIED ENGINEER OR CONTRACTOR SHEET: 1 OF 5 CONTRACTOR. feee I � 23 47 28 318 315118 47 23 � r-- --� r---- ---I / I 12 M N o U) CP CP 11C CP CP r C—,) Barking cu inl. Backing @ int. I 3 for strip curtain for strip curtail 124 N. l CO CD 1Cv 1 O �ti m Cl C2 C3 C4 C5 C6 r i 1 ' O2 I -�I 1 1. _.__,..- ®�� 571 LL I II ® d § 1 �� I I �A I n �J c rc I IY I �� W y I_ ___IL____ __J I I I Lire W14 f [Ba W13 1.... LA] _ — W 5 a CEILING PANELS yvl2 \ WI \ \ 01100— i sO a ok'a; 2 4 .e d a 0aeo_, 120 qa. stainless steel 304 #41 � SEE SHEET 5 OF 5 FOR COMPONENT LOCATIONS. i 2 J U m 0¢D 2 LEVATION 0 i i- Ec 0 1 0 2oZm 00 A 2 iVoJ w0 © �_ m= ZJ ug1 co RF �6 27 47 47 47 27 Z CC o tUxu p C/ 15-8°[zoO] / u) Z Z a 0_]_i El 0 g w zgmzN 8'-1'[97] / 8'-7'1103] J J Z FL o 11 1.Z 2' z 481/2 r 49 ' Vertical LL1 O Z z m rz—Ix Ill Z K �yp@z w° e- ON <3 See Detai 4l3. CC J p¢ V 8;'W rDC oo O \ 2 re :207116 P L T 21 15/16 19 3/8 PNL T 2515/18 < CC 0 2 g F 2 o uFi c3 12 -- --I Wig rW14 =—[B'--I W15� ma �~ z1 z Zt1 c a O25l/2 . J. 251Y13 , 31 I, 31 3 ^ - ,,,,�0. g 'r; n �r �r �r r " ` OW��� 0 3 ; c (1 co''ammp _ Wow, o Y �zbE� v _ a g- w r r. 0 BLDG.WALLS W',p%,N < ; FREEZER COOLER Please Verify Door Locations . � ____ E• IZI I=1to 01E4ELG. C 3 OREV# DATE BY 3 - - 1 09/07/2018 MTB c S 3 10/26/2018 RCN 11/16/2018 RCN 3 < r c ..:.., .rw:ut 03/12/2019 RCN - 3 TAMARACy 03/13/2019 RCN Q I- KMMINEKKEMU N L ^' 1 W6 t W5 -ki W22 i W21 L W20 .a DO NOT SCALE THIS DRAWING \" 5'314 47 45'518 47 23 31'5116 SCALE: 3/16'=1'-0" 812 S. La Cassia Drive WALL PANELS DATE DRAWN: 8/1/2018 1 Boise, ID 83705 DATE PRINTED: 3/13/2019 BY: MTB (208) 345-8941 CHILD BY: Stucco 0alvalume I - (208) 345-8946 DRw#: 18-IB-12324-01 www.tamarackgrove.com BOX: 1 OF 1 r SHEET: 2 OF 5 Cam-locks @ 24"O.C. r C� Cam-locks @ 24'O.C. O 1 1 1 1 Ceiling panel Ceiling panel frill r i 000o I ••�-- 'V.." O 2"x2"zoom.x26ga. �, w1#8 x 112"MTHSMS @ 12"o/cat ea.leg 2'z 2"z cent.z 26 ga. kid(4)48 x 1/2'@ splices at ea.leg wl#BxiR'MTHSMS@12'olc at ea.leg / 7 CD w (lap 5"min.) SPLICE DETAIL I w1(4)#8 z1R'@spl'ueat ea.leg ■ 1 0 (lap 5"min.) �y 0 w Wall panel r Wal panel (I)CEILING TIE-DOWN DETAIL . OCEILING TIE-DOWN DETAIL @ COMMON WALLIn 3 High density frame panel, camlock High density frame panel, camlock LL;; K (NTS) (NTS) o W O re 0 0 Lg .- t2 ~aU i , C7 11R 35718 11R Building Wal z Building Wall d9 A• Walk-In Wall PI .,. 7..„ 1 1 ,.. Tensionbreak I 1 _,gsf? w J O y r,.._ A O Ztim 00 6 0 17 _a 7z r �oNOZ~ v Field drill&countersink(8) Tension break CC Z-F rc r¢g O 5116"holes for#14 x 1"FHSMS or es n ' Z Q 65ww WO 114"x 2114"dia( A concrete a sleeve anchors ��/ #8 x 1/2"MTHSMS @ 12" CO Z l y Y O RF y (CAUTION:avid heat able) #8 x 112"MTHSMS @ 12' Cr) IJJ z 4 ac w O J w zgmzy 38718 / Z W orz0 >Dw J J H F 2 ce Z NOTE:Due to construction variables I� � Z O w U t g I.2 Y seal threshddljamb jdnt wl silicone I. i Z iztt8OW rlgiE D O3 FLAT THRESHOLD DETAIL 3 VERTICAL CLOSURE DETAIL O z FE 0 e $ FLUSH Qa W H pZLLpsOU Ca ' F' ' Z °z Z �ti2mF 6 Wall panel INT. O�m�� EXT. cm rl co''omm r.3 es Angle screed d z.Cd.2 8 1 1 1/2"x 6"x cont.fie-down w13/8'radius a b`e k-9 win x 1/2"MTHSMS @ 12"Mc into wall panel al M O A 0 E I w1318"x 3"TAen HD @ 36"do into floor. CV ad a.G. (Min.embed.=2 112") REV# DATE BY Concrete floor(NIC) 0 09/07/2018 MTE Finish & 10/26/2018 SCE Floor . • a, -� . a'' :.• i"'°>• '' :f r; 03/12/2019 RCN • . . at". .a . ,'y •'p•T'.: b'•. /�M- i 03 4 13 4 2019 RCN C 0 1 It C C 72 6 a 0 DO NOT SCALE THIS DRAWING SCALE: 3/16"=1'-0" DANGLE SCREED DETAIL 812 S. La Cassia Drive DATE DRAWN: 8/1/2018 (I Boise, ID 83705 DATE PRINTED: 3/13/2019 . BY: MTB (208) 345-8941 CHK'D BY: (208) 345-8946 DRW#: 18-IB-12324-01 www.tamarackgrove.com BOX: 1 OF 1 6 SHEET: 3 OF 5 O NE. M c.f) 1021 N o uD r o 1 W COr2 W w C/D I CO o r ' a 8'3'199J o O O W b O 2"Thermal Break C m K y 4 2'Thermal Break t wa i p /V F m off 3 ' #S x 112"MrHSMS @ 12'o/c �?d. 2 O6"mua wl radius E ru Wall panel Wall panel J U D al m p Vapor bonier Vapor harder Q Z S r w re 0 9 1/2" PIT Q 2o3m � `ry (FREEZER ONLY) Grout solid after installation Wear slab n = Nro-1 W (by others than IN Wear doh © ° 7r O L (by others than IB) 1 (/) _- m (by others than lB) 1 IP4PJ Grout sold�/ (hy others tl�an lB) 0 Z ce I III \�'P 60 ? w :131: cr Concrete slab •, • P51F$5i• I���7l • I P F P o:a ...r: Concrete slabJ W FU `JZ... / \ (by others than 18) (hy others%pan lB) ZQ Z zri Board static insulation F- JCL pit,8,O w (2"x2" xcant.x16 a.gal.tietdown angle Board dad( Q` S 0-Q F O F U PIT PLAN ) 9 (2"x 2�x cont.x 16 ga.gal.tie-down angle �� cG�} cd1 LL, ..O w Z w/#8x112"MTHSMSt 12"oIcietc]concrete with)wl#8x1/2"MTHSMS@12"olc into wall panel Qo- WH �u.Z0FO w1318"0x3"Tten bolt@36'olc etc]omnaed) w1318'Ydx3'Tten bolt @36'o/c into concrete CU ' w <UU (Min.2 3l4"embed) 11 INSULATED RECESS DETAIL (Min.2 3/4"embed) 4 Wall panel section ^^ .'�iNv�im $ ()INSULATED RECESS DETAIL 1 o�'r�`�W Cb l l o 4 Flush door section n n FO.-icamm 6- WOoxo a .aZvnnd W,-1mv.. 0 0=1 14 g a. cvaww REV# DATE BY 09/07/2018 MTE -. 10/26/2018 RCN 11/16/2018 RCN 03/12/2019 RCN 03/13/2019 RCN S as a I X i ICA e II 0 DO NOT SCALE THIS DRAWING SCALE: 3/16"=1.TX 1. 812 S. La Cassia Drive DATE DRAWN: 8/1/2018 Boise, ID 83705 DATE PRINTED: 3/13/2019 BY: MTB (208) 345-8941 CHK'D BY: (208) 345-8946 oRw#: 18-IB-12324-01 I www.tamarackgrove.com BOX: 1 OF 1 SHEET: 4 OF 5 Box wail lengm+t" tm c/D CAUTION:If ceiling height is not provided O Q �= cbsu additional lir be bad(orderand shipped later E� addi60nal freight charges will he charged I C...� 6'x 6" Typical panel 47"wide when over comer typ. 47"tall,or sll/stl Cut down at end of run ^, Upper Track ` V j - 314"x 518'x 1 112" M �� Upper Track `', 3l4"x 5!8'x 1 112'� ^' C) '0 1 ^ 8 E Removable CeilingCO Ca) w g.-; Ceiling Panel 6' x 6' Corner Closure w/ 1/2" ip s Closure @ all sides I , . Panel M E-� - * + ur vV O w � a r Removable Ceifng Ceiling Cbsurewlll2"lips cs ❑ Panel Beyond a (ci;all sides t 3 O F 0 Ow c p m tuo ` ,., 5/8" Finger hole w u� w @ 1st panel only Io a L- Lower Track fill with snap cap io 3/8" x 5/8" x 1 1/2' to match xw Q K T- IN/ #8 x 1/2" MTHSMS o a z z Wall Panel @ 12" o/c zT3 0 1- 2 Lower Track CC Zm 66 W 3 3/8"x518"x11/2' Wall wa0 w/#8x 1/2'MTHSMS Panel 0 r,im, . %12"o/c z °� Fw 0 -J U m 5 R LI W SECTION FRONT VIEW O Z W o p O �0— Oti j _ nE0-1 wd UJ x •mx REMOVABLE CEILING CLOSURE DETAIL } �copiz 5 (Nrs) CC zz < �s N .... B z o=F&� k �61/2 43 �, 61/2 6112 491/2 Z OZOgYrOz/lw J J o21-y rei w o SZ m ,.,, � w 0 z of - \ ~~• IIIr3 Zo O� X�'o�c~io �\ 0 �- 10 wz we p3¢UF.8;W r �iI �E a¢ FO mcCrj `�-___ i e _.____._.. - O- _ ulz it GD w~ s_00Zoo N A . N m m , I— dI :=1111.i1 / r_________ ! yy,,�yy{{{,y��� Or y _ -} cm c Pl-Pdm c '�6 w yp M P6 - *wo��� r o ..= \ i- 11 Neil Orli W'-va .9 a'N O° �tl I� min.i r NGL0.G. fit+ 'I REV# DATE BY Co "O ) v m Q 0190//0276//2200188 LITE m r— RCN 11/16/2018 RCN a ` - `w' - .- ... .. _' ® 03/12/2019 RCN ��ri 03/1372019 RCN • w [A] i.1 ........ g7 � r � ae � ® � � eerra _ 1 c' _ DO NOT SCALE THIS DRAWING \ SCALE: 3/16"=1'-0" 812 S. La Cassia Drive W\ I I 10 36 10 DATE DRAWN: 8/1/2018 Boise, ID 83705 DATE PRINTED: 3/13/2019 1 10 36 I 10 BY: MTB (208) 345-8941 CHK'D BY: 56 (208) 345-8946 DRW#: 18-1B-12324-01 I COMPONENT LOCATIONS www.tamarackgrove.com BOX: 1 OF 1 SHEET: 5 OF 5