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Plans (112) Sre'A SPECIFICATIONS PARTS (1) ea. Engineering - May require an additional 3-10 days in design once drawings have been approved. w Indoor irregular combo (7) ea. Kason #1606 vapor proof LED light fixture - (LED lamp built-in.)Vinyl NSF gasket (1/16" joint thickness), Cam-lock layout SN1 (1) ea. Chase EconoClear Bi-Parting Vinyl Door for Cooler Application - 36"x78" Net Opening .(16) ea. (2" x 2") x 96" x Stucco galvalume Interior seismic tie-down @ ceiling level ^'(11) ea. (6" x 1 1/2") x 96" x 16 ga. smooth galvanized (w/ Simpson Titen screws) (�( T 4y dI 2 aia ♦ VSPECIAL INSTRUCTIONS Combination interior cove base/seismic tie-down @ floor level1 4 L ��Meets 2009 Federal Energy Independence and Security Act Requirements. (21) ea. Prefabricated floor seismic restraint system - Simpson Titen or similar concrete screws @ 24"o/c ��arStandard crating (2) ea. (2" x 4") x 96" x Stucco galvalume outside corner vertical closure CIT b O F ' Prf:IC: 0)(2) ea. (2" x 4") x 48" x Stucco galvalume outside corner vertical closure'L.WALL PANELS ` �� � (� �Ef � Construction: 4" urethane OREGON SEAL Exterior Finish: Stucco galvalume x.m. ( Interior Finish: Stucco galvalume Ceiling connections: Camlock STANDARD NOTES Floor connections: Camlock To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity W ° HD400 camlock screed conditions may require force ventilation in addition to clearance. CEILING PANELS Installation site floor must be true and level within 3/16" per 10' or additional costs may be incurred. CIO Construction: 4" high density urethane V�� Exterior Finish: Metal STANDARD ENGINEERING NOTES tma' Interior Finish: Stucco galvalume Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinforcing are to Ceiling Caps: Factory mounted be designed by a qualified professional engineer based on concrete strength and specific soil condition at Live Load: 10 psf the building site. u. Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. A FLOOR PANELS All foundation dimensions to be field verified. 6 g5 Model: Hand-Truck Floor panels model #HTFN (NSF) All mechanical unit anchorage and support to be designed by others. re Construction: 3 1/2" high density urethane All connectors or elements in contact with aluminum to be stainless steel (STL/STL). O m b O w/ .080 smooth aluminum @ interior If walk-in ceiling is suspended, existing roof structure to be designed by others for loads induced from new W m over 1/2" plywood walk-ins where shown on plans and/or in engineering calculations. 1 a w/ Metal @ exterior Walk-in is designed for code applied loads. R b w/ 36" deep model #HTFi interior ramp Design does not include static pressure review. Xg k Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. O a 6 z 2 DOORS All loads are service loads. Z w . [A]: 36" x 78 1/4" flush model G3 self-closing freezer door Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow i G eI� 2 Frame: 4" high density urethane, 3-sided CBC 1704 and 1707). Z w/ Stucco galvalume (ext. & int.) w w/ 24 ga. stainless steel 430 (magnetic) liners WARNING - ELECTRICAL SEAL V OJ w/ 4-sided heat cable in frame [FL-4-114W] After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. Z 0 (25'-5" x 5 ohms/ft (127 total ohms) @ 4.5 watts/ft + Pepi - 120V, 1A) Failure to seal device per NEC codes WILL VOID WARRANTY. ler., L O Leaf: 4" thick, 3-side lap, raised 1/4" [[ L= w/ Stucco galvalume (ext. & int.) < M$ I w/ Magnetic gasket D Z a w (3) Component Hardware #W59 spring assisted adjustable hinge 0 p 2 O (1) Kason #27C cylinder locking deadbolt handle Z =o g O (1) Kason #270 twist-off knob inside release Z ;O _iii y (1) Kason #1094 hydraulic door closer DESIGN CRITERIA: 0 9 Wa ayrk (1) Modularm 75LC temperature monitor BASIC DESIGN LOADS: C0 N= Z O (2) Terminal J-box @ interior w/ concealed conduit CEILING DL = 5 PSF Z Z go 01 7 e (1) Kason 1832 heated air vent (23W, 120V, .2A) CEILING LL = 10 PSF (1) .080 smooth aluminum threshold for interior ramp MINIMUM INTERNAL LATERAL LOAD = 5 PSF O F Z [B]: 36" x 78" flush model G3 self-closing cooler door SEISMIC DESIGN DATA: Z p k O >-to uj *** LEAF NOT RAISED FOR FLOORING *** SEISMIC PARAMETERS: J §e g Z Frame: 4" high density urethane, 3-sided Ss = 0.976 g _1 rf Z Y w( Stucco galvalume (ext. & int.) Si = 0.425 g LLJ< z V Z g u K w/ 24 ga. stainless steel 430 (magnetic) liners SDs = 0.722 g Z -,¢ -r O O Leaf: 4" thick, 3-side lap, standard height SDC = D LL[U LL 0 p oo u. W/ Stucco galvalume (ext. & int.) SITE CLASS = D 0 4r LLJ j 3 Uw 8 O w/ Magnetic gasket RISK CATEGORY = II Q Q 1)r E (3) Component Hardware #W59 spring assisted adjustable hinge IMPORTANCE FACTOR, I = 1.0 2 w u- .. ..O (1) Kason #27C cylinder locking deadbolt handle RESPONSE MODIFICATION FACTOR <v) F- g Z K g 5 FW-p (1) Kason #27C twist-off knob inside release R = 6.5 (SHEAR WALL) m ' 0 ' Z O Z OZ O (1) Kason #1094 hydraulic door closer (1) Single pole toggle switch w/ pilot light @ ext. STRUCTURAL NOTE: �/ 4."�rn o, 8 (1) Modularm 75LC temperature monitor ANY FUTURE ROOF/CEILING LID MOUNTED EQUIPMENT NOT CURRENTLY d�'2 l (1) Terminal J-box @ interior w/ concealed conduit SHOWN ON THE ENG STAMPED SHOP DRAWINGS SHALL BE COORDINATED O 1 i P. WITH THE EOD PRIOR TO ANY INSTALLATION , TYP. ti a T m Q Q oil � b2, z �.0 I ra.7r+,�ti•• B K Ii a c,1 0.0 .E 01 0.0 r, P�{Q')cz. REV# DATE BY •c. G'N EF "b • 7 :.P f ; GROVE • a: fi e1 I M a: R III a NSF LABEL V ®R O DO NOT SCALE THIS DRAWING N.S.F. LIST® (STD i7) SCALE: 3/16"-1-0" COONENT N.S.F.GASKET 8 ILLI PANEL JOINTS -z •4Y p, 812 S. La Cassia Drive Cooler: 12,031 BTUs 6 16 18 hra/day / DATE DRAWN: 8/22/2018 Freezer: 4102 BTUs 8 18 1 18 Are/day r r � ' y Boise, ID 83705 4 ,.,\" �/� DATE PRINTED: 8/29/2018 THE MINIMUM BTU'S SHORN ARE BASED ON NSF STANDARD 87, "»__�®�" / BY: WLR 9 ac• (208) 345-8941 CHK'DBY: SECTION 5, PARAIMIAPNI5.38.7, REOIIIRBENT9(REF. TABLE 1). If��:r'�,A.-i�10Pd �1,,,..�( �/�_ THESE MAKERS ARE NOT INTENDED TO BE USED FOR SIZING (208) 345-8946 DRw#: 18-IB-11912-01 OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BRONN www.tamarackgrove.com BOX: 1 OF 3 REOIMBGS CONSULTING WITH A OMLIFIED ENGINEER OR CONTRACTOR SHEET: 1 OF 5 COMM& Firm Reg.#:1078621-95 X'" O I N T- (3)(3) r I m 2,'-2"[254] OO TI / 13'$"[164] , 7'-6"[90] u_ vertical dosure e \ \ va 36ZH 4551c119 451516 \ Y31in I� 4 ,64 0 6 a a ) ! re a VV19 W20 W21 W22 W23 - n- —I O d b O ^^ O eco t co cn C70 [ a C rn ml $ iYP = N ©IYP I Ig1 b i oo^0D ; N _. I I 4"solid wood rail m _ T 0 I behind HD rail * �015/16.y PNL r �151/8113/4� �\ ,,,t C11 a—_--=� 8915/16 ZW2U? i N V } W25 --:m::: WZd27 r N I V C1 N g f i; 1 [B] '- N ] C13 C12 d N \ a{ W15 );_c_ 101516 I 4"solid wood rail 10" V 1 l 3/4 4103`16 ;t r 3 Nco vc, ,10� 1�/ behind HD ail 131-0 MAIN COOLER c1 z m 5'� W . ./ 48 or `° I Q f0?mm 1420 w N QQQQ n, ug r l J C2 O 5;86 2 N \ \ �� DCS PNL 191516 `,1 L �, -P LC2 0 Q 1 O n. a W7' y [AI ` W2V� • r�---P-- ---�� I 2 F �� E_ N T r) V . Q M vr 9 • C6 5 Z ckZ6.4}mm pZZ o CP CP 3 d J O gZ � 5 IVP V N 4 0 wQ Z i,a;cel 0 3 FREEZER Cr ; cq C3 C4 C5 C7 - �� Q� ;w$ ' ZNI �w I-- RwgeWV L O c�i C3 rii u o ui Y C8 a m� p~ S?OZQz m v I �10ww 8 3 r s�' I �� 'N?W g C9 Od n�� mt3 W7 W6 W35 W34 W33 .`- [ iC) 121 �o`°i ,i \ \ ; `t s 1 L----------J L_ J W mm� 13/4 45 10/16 3911116 4515/16 38 5/8 113/4- \ 34 3/4 1611/16 4515/16 96 71160)5 ,z b in in-5 vertical dosure 4 14 is-10 0 A 5'-0"[60] . 8'-0"[96] -r- 8'-2"[98] :511 Gd E / / / / CEILING PANELS N • 6'-2"[194] REV# DATE BY 2V-2"[254] AVE FZNIBIG ' DO NOT SCALE THIS DRAWING WALL PANELS � ::).?.:°'1: ' SCALE: 3/16"=1-0" ✓�y r1 S. La Cassia Drive y 1�,offt. Boise, ID 83705 DATE DRAWN: 8/22/2018 - �� 'P DATE PRINTED. 8/29/2018 44, j. +‘v, 8 BY: WLR (208) 345-8941 CHK'D BY: if...'XPi RAT ON DATE:6!30/_ .. (208)345-8946 DRw#: 18-IB-11912-01 www.tamarackgrove.com BOX: 1 OF 3 SHEET: 2 OF 5 Firm Reg.#:1078621-95 ` 0 I N a 0) .•----- , r cfrI CCI I 7114 —co I I a I I 94 3/4 691/4 I I 6 w 5 S4 SS —� m w1 O b 5 5 YP m , a O m N V y A LEVATION F g a 10 5/16 2615/16 d. 0 a 2 i—i -I _94 Z W m S7 S8 c 11— � J v_ S2 W Q d 64 2g00 g LUOQ m rn p Q C1m00 D Z0 �<� W 101/16 36 10 1/16 Backing @int. G m LLO a 191516 / / 191516 , for bi-parting vinyl door g j a ..W vg.xZ �, \ ,_— 4 Z Z ,mom ZO = B s F4 Ii!iJdlll up co Lo 0 re LL p2 _ 0W ~_a F geCt- E P CS III LL QLLIZ 00 2 y I B - W22 W21 W20 • Q rn _I- S z re i•-0 5 1YP \ \ \ . I ' m m Z Z Z 4 c> v6�c�7 cW�1 6 o LEVATION p d " F1 8 aOlaouo�n vl 512 1 �. zWOc%�v�'� 96 931/8 43/4 �z Cu�7�'� au FLOOR PANELS als-tgx.9 CAMLOCK SCREED LAYOUT ��' ..%'rzar. i REV# DATE HY FSO PROFS 1 • 3 ' 79703PE TJ11►1Alf►tr' C E grata magma DO NOT SCALE THIS DRAWING r, SCALE: 3/16"=1'-0" ' A.111:::,, r,�1,f� ` 'k 812 S. La Cassia Drive DATE DRAWN: 8/22/2018 /�� -g Boise, ID 83705 DATE PRINTED: 8/29/2018 J. w —,/,4,, /� BY: WLR R.,-...,--____„ --V /r+ (208)345-8941 CHK'D BY: ``a1 's( DA E:6730/ (208)345-8946 DRW#: 18-IB-11912-01 www.tamarackgrove.com BOX: 1 OF 3 SHEET: 3 OF 5 Firm Reg.#:1078621-95 r 1 BackingCNJ Int. x— @ � 61/2 61/2 61/2f t 'I I' _,, for bi-parting vinyl door Al r m N Building Wall Building Wall W trt Walk-In Wallp, *B it 11 I Walk-In Wall 2"Ar Space 2"Ar Space a A 5112 ® �. Or�Kb IX 1oi O 4II ' g 5 o w i ! i i z hld ni m E+@ #8 x 1l2"MTHSMS @ 12" OF a r T o #8 x 1/2"MTHSMS 12" V m Q m�� u [A] Til - [B] � � � k 4 k o /z,> ILD _ \ 0-1 wo L— °VERTICAL CLOSURE DETAIL z 3= MUJ10 36 I- 10 10 I, 5366 I, 10 Iy Z F�� Z O 56 r a 56 r I — ,F m COMPONENT LOCATIONS COMPONENT LOCATIONS XXX tOmia o =co Z z ozo�')-c J §i5ggrez cs J yy�� W (3 Q atm- y Z ZO f0 5 =H LLa- .Ttm � 882E IrW zS2 R68wX"- " 2O m� E . s=6z�ss16 Cam-locks @ 24"O.C. Cam-locks @ 24"O.C. o rn Ceiling panel ^^ ,'�,cu u,gi co 8 Ceiling panel 1--- -.- \ O'twT7 pi Z.-i '' ;r 111111111N If TT I' Ilailirt.PIEri g.dcal 1 1 1 1IL , + ._111 06a s 0 0 0 o I =;,lrONOcNva°Oa�w 2"x2"x mint.x26ga. 2"x2"xcont.x26ga. REV# DATE BY w/#8 x 1/2"MTHSMS @ 12"olc at ea.leg w/#6 x 1/2"MTHSMS @ 12"o/c at ea.leg wl(4)#8 x 1/2"@ splices at ea.leg (lap 5"min.) SPLICE DETAIL w/(4)#8 x 1/2"@ splices at ea.leg c� �RC��C. . u� (ap 5"min.) kir6, —421616111116211r. I 797 'E - QVE Ku [ [ R E Y A Wall panel Wall panel DO NOT SCALE THIS DRAWING °CEILING TIE DOWN DETAIL °CEILING TIE DOWN DETAIL @COMMON WALL o, OREGO � SCALE: 3/16"=l'-0" High density frame panel, camlock High density frame panel, camlock �� /i La Cassia Drive (NTS) ✓O 1 6 !' DATE DRAWN: 8/22/2018 (NTS) °1P.4/1/ 4�s� C Boise, ID 83705 DATE PRINTED: 8/29/2018 • f A j. +•\ tr BY: WLR ~`'-___ (208)345-8941 CHK'D BY: InT:Ei 1 lyd DATE:6130; (208) 345-8946 DRw#: 18-IB-11912-01 www.tamarackgrove-Com BOX: 1 OF 3 SHEET: 4 OF 5 Firm Reg.#:1078621-95 r 4 CD I N I 4 1 _ Wall Panel (3) EXT. INT. rr Cambcks at 24"O.C. 1/4" x 4" Concrete Flat Head Phillips t @ 24" o/c typ. 9 (1 1/2" emb) 114"NSF adius Wearsurface Field Counter-sink 6"x 1 1/2 tie-down w/3/8"radius and drill for anchor w/#8x112"MTHSMS@12"o/c into wall panel w/316"0 x3"Then @ 36"o/c into floor(2112"emb.) \\i�•` Floor Panel lit , :100111 ,111,1 �. .1.- •.•-.•:,s rered ••a , N Double rip down typ. O O \ Finish Floor m %\ . �• a� Counter sink in a b 1 feild for Titen 6" w< w Thermal break at freezer ph when occurs Simpson HD©24" W ul z O.C.(min.embed=2 3/4") o U— Z C)CAM LOCK SCREED w/ COVE BASE/TIE-DOWN z i 00 2OCAM LOCK & TIE-DOWN DETAIL 060 5 4" High density wall LIJC41 e 3 1/2" High density floor VaR i SOZQ aIgta M w < oNLR W 0 z0-- o �2o a r'' a \ z 3=C w Omu,� g I- MiZz 317/BxWIC-118 ramp insert I 0 . Erg yU t I X OZ J 0 ¢ 5a Armco NOTE:Raise door leaf NOTE:Due to construction variables _Z fag }co rea 114"for sloped ramp sill seal threshold/jamb joint w/silicone J p i g Z 1 r, W 0 t-� NOTE:Fill all voids solid below threshold w/urethane foam or grout Z' Q Z m ~1406S0g LLI D No CCH LL w8 g Shop notch floor panels 01.7i F-Q F 5 g e for taper side lipWearsurface w/1/4 radius CCW LL "10 "z U Door frame beyond 3116"P 1 1/4" Q CO Z F w_ CC 8 w/heat cable 3/4"plywood m . p . o e O 6 8 Foam fill edges 100% 314 19116 Threshold �9 _rr M \ -+ornao g Ci ID,t Heat Cable trough Floor panel ~p CI`OI p hickne 32 x WIC+1/8 notch in floor panel 4-side applicatbn only `_-zbu7ooo.1 TAPERED (line w/alum tape) Heat cable THERMOLITE 05lli1` o X•• N awG.. s I1 1/2 I I 35 7/8 I I 1 1/2 REV# DATE BY Seal under thresho d 060 Smooth Aluminum j N kt9 (>._ &sides with caulking �\ — Tension Breaks — 9 r 79i3 v _ MOVE THRESHOLD [ Y R t R [ [ R H Y A ` ' • NF4idu/ omes DO NOT SCALE THIS DRAWING Edge of Box— 38 7/8 for(4)#14 x 3/4"FHSMS&(4)1/4" OREGON SCALE: 3/16"=1'-0" dia.x 21/4" FH concrete sleeve anchors 812 S. La Cassia Drive @12"o/c tWe'^. V1/i.W IO 20••' Boise, ID 83705 DATE DRAWN: 8/22/2018 /r,,� �-,,.,,,a„�'`• ' DATE PRINTED: 8/29/2018 ! 7dt � .� � BY: WLR (!)36" DEEP INTERIOR RAMP DETAIL �' . _ /� P (208)345-8941 CHKDBY: FLUSH DOOR --- EDETPr i I N DATE:6/30;_ - (208) 345-8946 DRw#: 18-IB-11912-01 - " " " www.tamarackgrove.com Box: 1 of 3 SHEET: 5 of 5 Firm Reg.#:1078621-95 SPECIFICATIONS PARTS /11 (1) ea. Engineering - May require an additional 3-10 days in design once drawings have been approved. O�1 REGF Indoor freezer/cooler combo (4) ea. Kason #1808 vapor proof LED light fixture - (LED lamp built-in.) Vinyl NSF gasket (1/16" joint thickness), Cam-lock layout SN1 (2) ea. (2" x 4") x 96" x Stucco galvalume outside corner vertical closure (2) ea. (2" x 4") x 48" x Stucco galvalume outside corner vertical closure A SPECIAL INSTRUCTIONS (1) ea. Chase EconoClear Bi-Parting Vinyl Door for Cooler Application - 36"x78" Net Opening ` I (5) ea. (6" x 1 1/2") x 96" x 16 ga. smooth galvanized (w/ Simpson Titen screws) Meets 2009 Federal Energy Independence and Security Act Requirements. Combination interior cove base/seismic tie-down @ floor level O C i 2 2 2018 9'.."Standard crating (11) ea. (2" x 2") x 96" x Stucco galvalume Interior seismic tie-down @ ceiling level (21) ea. Prefabricated floor seismic restraint system - Simpson Titen or similar concrete screws @ 24"o/c WALL PANELS OF CIT !I FID r■ Construction: 4" urethane OREGON SEAL Exterior Finish: Stucco galvalume UI 11 (� a 6 BUILDING II IVI` IO Interior Finish: Stucco galvalume ' Ceiling connections: Camlock STANDARD NOTES Floor connections: Camlock To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity W HD400 camlock screed conditions may require force ventilation in addition to clearance. CEILING PANELS Installation site floor must be true and level within 3/16" per 10' or additional costs may be incurred. COonstruction: 4' high density urethane V,J Exterior Finish: Metal STANDARD ENGINEERING NOTES r. Interior Finish: Stucco galvalume Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinforcing are to Ceiling Caps: Factory mounted be designed by a qualified professional engineer based on concrete strength and specific soil condition at Live Load: 10 psf the building site. u_ Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. A FLOOR PANELS All foundation dimensions to be field verified. WO Model: Hand-Truck Floor panels model #HTFN (NSF) All mechanical unit anchorage and support to be designed by others. or Construction: 3 1/2" high density urethane All connectors or elements in contact with aluminum to be stainless steel (STL/STL). o u"1 b O w/ .080 smooth aluminum @ interiorD: P over 1/2" plywood walk-ins where shown on plans and/or in engineering calculations. a If walk-in ceiling is suspended, existing roof structure to be designed by others for loads induced from new m j w/ Metal @ exterior Walk-in is designed for code applied loads. w/ 36' deep model #HTFi interior ramp Design does not include static pressure review. Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. I- w Z O DOORS All loads are service loads. Z f V– Z [A]: 36" x 78" flush model G3 self-closing freezer door Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow „i2 ce 3 2 Frame: 4" urethane, 3-sided CBC 1704 and 1707). $15111 q w/ Stucco galvalume (ext. & int.) i73 w/ 24 ga. stainless steel 430 (magnetic) liners WARNING - ELECTRICAL SEAL VOO w/ 4-sided heat cable in frame [FL-4-114W] After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. ZZ 0 (25'-5" x 5 ohms/ft (127 total ohms) @ 4.5 watts/ft + Pepi - 120V, 1A) Failure to seal device per NEC codes WILL VOID WARRANTY. W g O Leaf: 4" thick, 3-side lap, raised 1/4" w w/ Stucco galvalume (ext. & int.) Q N E R w/ Magnetic gasket D Z y. w 0 (3) Component Hardware #W59 spring assisted adjustable hinge d p?m W a u. (1) Kason #27C cylinder locking deadbolt handle G7 14213 (1) Kason #27C twist-off knob inside release Z- f (1) Kason #1094 hydraulic door closer DESIGN CRITERIA: /;8 :1 1 Z (1) Modularm 75LC temperature monitor H > q q Z BASIC DESIGN LOADS: Wa 0 (2) Terminal J-box @ interior w/ concealed conduit F Z co a O CEILING DL = 5 PSF (1) Kason 1832 heated air vent (23W, 120V, .2A) Z z re m CEILING LL = 10 PSFZZ (1) .080 smooth aluminum threshold for interior ramp 0 Q d a g O- co MINIMUM INTERNAL LATERAL LOAD = 5 PSF U) �F— [B]: 36" x 78" flush model G3 self-closing cooler door SEISMIC DESIGN DATA: Z_ >> p O. }a,uj *** LEAF NOT RAISED FOR FLOORING *** SEISMIC PARAMETERS: J , H a Z Frame: 4" urethane, 3-sided Ss = 0.976 g -J g Z w/ Stucco galvalume (ext. & int.) W 0 12g11§E§ S1 = 0.425 g Q Z w/ 24 ga. stainless steel 430 (magnetic) liners Z� ¢ 7�u O SDs = 0.722 g Leaf: 4" thick, 3-side lap, standard height SDC = D W ui LL . ore Mc w/ Stucco galvalume (ext. & int.) W E- p ug O g 3 w/ Magnetic gasket SITE CLASS = D !Y Q CC an< W(a?O RISK CATEGORY = II (3) Component Hardware #W59 spring assisted adjustable hinge 0 Q F-Q 1 F- U IMPORTANCE FACTOR, I = 1.0 �W ° �u_ •• •• (1) Kason #27C cylinder locking deadbolt handle RESPONSE MODIFICATION FACTOR Q Z F- Z 5 8j Cpl (1) Kason #27C twist-off knob inside release R = 6.5 (SHEAR WALL) CO Z Z Z (1) Kason #1094 hydraulic door closer (1) Modularm 75LC temperature monitor STRUCTURAL NOTE: o cn w 0 (1) Terminal J-box @ interior w/ concealed conduit ANY FUTURE ROOF/CEILING LID MOUNTED EQUIPMENT NOT CURRENTLY �� d v SHOWN ON THE ENG STAMPED SHOP DRAWINGS SHALL BE COORDINATED a O .n u) F WITH THE EOD PRIOR TO ANY INSTALLATION , TYP. 0 0 m'ia°' A WOc!,cI i .e Z ot a a REV# DATE BY • 1 Ep PROFF . ._c.,.) GA N Ek, 0.".. .Y/jv� ii1�_digidaiiiMOVE W WVe: r dle w s c N 1 r a NSF LABEL DO NOT SCALE THIS DRAWING N.S.F. LISTID (STD#7) SCALE: 3/16"=1'-0" COMPONENT N.S.F. GASKET 8 ALL PANEL JOINTS .0110 . La Cassia Drive Cooler: 4489 Rills P 18 118 hn/aDATE y (' DRAWN: 8/22/2018 Freezer: 4168 BTW 8 16 1 1e hrs/ay VII I �,� Boise, ID 83705 ,.%h '�l-1(y ,d DATE PRINTED: 8/2912018 THE MINIMUM BTU'S SHUN ME BASED ON NSF STANDARD#7, dd""`: M1, l BY: WLR SECTIONS, PARAGRAPH 5.38.7, RE JIRENENTS (REF. TABLE 1). :,� o• `+.��...- �Tr' d (208)345 8941 CHK'D BY: THESE HIRERS ARE NOT INTENDED TO BE USED FOR SIZING ----s ` OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BRONN YP; J e,�1! (208)345 8946 DRw#: 18-IB-11912-02 RCCOYB®B CON9ILTINB WITH A QUALIFIED EIM,INEOI OR CONTRACTOR �d�s. ,„-.'°T DATE:.. — www.tamarackgrove.com BOX: 2 OF 3 CONTRACTOR. Firm Reg.#:1078621-95 SHEET: 1 OF 4 , Backing @ it. C\1 for b pa ting vinyl door CD �, N I �r ' 2 I '7‘mull I® la: I 1I 1 M- II 1MM..1..1I IIWIIW. W2 I W1 W6 WMi5 W4 W3 W23 W22 �B� 1 W21 W20 Xm.° nuillimilm a v LL AE LEVATION 2 LEVATION A li I i w k893/16 43/4I p a_uj Z ii �- S3 Z m $ IYP mZm ze T-10" I .i> ry<V t-0Z 11 3/4 24 3/8 4515/16 11 3/4 34 3/4 12 7/8 461/4 '� W W �E W g `s t - w D w W17W18 W19 W20 s ----------I Q C1m�� w N D Z 1u ., q IYP d sel tzN og NSG d 3 A N CP CP �WrZ ^ -,- — Z 0 $bm. �8 Q1.Qo.- cn a-• r�ii, 52 I • 3 COOLER m II C4 C5 C6 rn Z zz 2 ^ 'I--. z� Zcc $Z.o 6o ▪ v A - - -co W J Leo ;W �3 47 N CAMLOCK SCREED LAYOUT 0a Pg Q66gp , 101/16 36 101/16 m ~ jZIZI Z 8 CI`^ • Zet 181516 l' 181516 pi N u -174 1C� .y PNL r T,141 L�--�—�--—J / , I,,,_ 3 / / / v \ ilk caw 8 W1\ IA] W2 I- —_, —\ ° 1 — 0.' inui r 14 M rg 4 l� oq'a fx m m • 3 3 W�cT,vO co �zb�� co F4 .. CP CP v 'S /�� W `:••• a. PR O% 3 5 " F3 w `E�%N�� '(9�9 nNt a°arm _ v N a r FREEZER CI C2 C3 8 U 44 Nf 4 REV# DATE BY 797 • 'E 1 m ' F2 y a 3F, A411111111 ! a. 1111 ,Hi `!`! 2:6;1 a -� z c a e r o ^ V , 14F1 r �+,' � DO NOT SCALE THIS DRAWING c� W9 W8 W7 W6v 4`..,.�_... -,�.i'' SCALE: 3/16"=1'-0" L___--____J -T- 812 S. La Cassia Drive • 1DATE:6 Boise, ID 83705 t r t tt1� DATE DRAWN: 8/22/2018 � � X11 3/4 24318 4515116 11 314 �}i.`i,,.'"t{&_ €�:,,�' DATE PRINTED: 8/29/2018 - _-L vertical closure° BY: WLR TYP@(2) WALL PANELS CEILING PANELS (208)345-8941 CHK'DBY: FLOOR PANELS (208)345-8946 DRW#: 18-IB-11912-02 www.tamarackgrove.com BOX: 2 OF 3 SHEET: 2 OF 4 Firm Reg.#:1078621-95 Backing @int. CV CO for bi-parting vinyl doorAt N 6112 6112 4, 6112 X 317/8x WIC-1/8 ramp insert I X 0) X'' NOTE:Raise door leaf NOTE:Due to construction variables ":' . 1/4"for sloped ramp sill seal threshold/jamb joint w/silicone , m ( 0 .. \ Lv NOTE:Fill all voids solid below threshold w/urethane foam or grout m I Shop notch floor panels W for side lip Wearsurface w/114 radius �� v Door frame beyond for taperx 1 side r!— .'—1 rill§ w/heat cable 3/4"plywood v34Foam fill edges 100%,e, 1911 ��� eThreshold LLt rrto5112 3 11. \ OA`7 �\ Heat Cabe troughFloor ane/ O d b O © hickne 4aide a lication on I32 x WIC+1/8 notch in floor panel P —mm PP NX re to w4 (line w/alum tape) aN. f' TAPERED Heat cable1 b RTHERMCLITE o�ii m V— z 1 1 1/2 357/8 1 1/2 z ii' Seal under threshold J .080 Smooth Aluminum — Jr N w Igg r �}� 1,>—&sides with caulking o,� — Tension Breaks— Y-J—JEW D 11 + I kl - THRESHOLD a TCp`Q m > Field drill 5/16"holes 1/2"from edges z j z w • 10 36 10 Edge of Box— 38 7/8 for(4)#14 x 3/4"FHSMS&(4)1/4" t— 10 36 10 dna.x 21/4 FH concrete sleeve anchors Z t 2 O Z 56 56 @ 12"0/c q COMPONENT LOCATIONS COMPONENT LOCATIONS DEEP INTERIOR RAMP DETAIL ai � J Cr_)36" 3 FLUSH DOOR z oka.q)-eg _, . Z w z z 2 z� z� fwt E. L. J LEQ <W� U 4 DD 0 S?OZZZI 1 I Wall Panel • EXT. INT, !):1-14.!;: Camlodcsat24"O.C. Q Q p 1/4" x 4" Concrete Flat Head Phillips 1/4"NSF radius/— '�z000..a @ 24" o/c typ. @ (1 1/2" emb) CuOrr, ag Wearsurface a q.. �, Field Counter-sink �� aN cA and drill for anchor 6"x11l2fiedownw/38"radius a~ E w/#8x1/2"MTHSMS@8"o/c into wall panel ' Np.p G. 8 w/3/8"0 x3"Titen @ 36"o/c into floor(21/2"emb.) \;= Floor Panel &�,1� L' .: REV# DATE BY ‘,„-... NI 111/� O ® PREF %// M A. 12 ,�`�� Fps® _ d�e� _ Double rip down typ. c r a 1 w [ [ �e a r a \ t. •a'' '.a .' Finish Floor •.d. '° A..1,/\i ' .` e` .. f. \ Counter sink in 4 DO NOT SCALE THIS DRAWING • feild for 112"x 6" Simpson Men HD @ 24" SCALE: 3/16"=1'.-0" Thermal break at freezer pit when occurs O.C.(min.embed=2 3/4') ,� ®R 812 S. La C- sia Drive DATE DRAWN: 8/22/2018 Bois- 1" :3705 2 CAMLOCK SCREED W/ COVE BASE/TIE-DOWN LOCK & TIE-DOWN DETAIL 2 `��<! 10, . DATE PRINTED: 8/29/2018WLR oa.j _ . 1 BY: WLR O (DCAM 4" High density wall 9 a. '�, S'EY (208)345-8941 CHK'D BY: 3 1/2" High density floor .,tr � ��``_ ��r[[[ '`'--• - 4 (208)345-8946 DRw#: 18-IB-11912-02 ;Pli-TO l ` en,0 www.tamarackgrove.com BOX: 2 OF 3 Firm Reg.#:1078621-95 SHEET: 3 OF 4 N .. 0 I Cam-locks @ 24"O.C. Cam-locks @ 24"D.C. N Ceiling panel Ceiling panel 07 , 1 1 1 i V♦ ffri. ! 1 1 1 /� i�.l. r 0000 i � riC� ' COI 2"x 2"x cont.x 26 ga. 2"x 2"x cont.x 26 ga. w/#8 x 112"MTHSMS @ 12"o/c at ea.leg wl#8 x 112"MTHSMS @ 12"o/c at ea.leg w/(4)#8 x 1/2"@ splices at ea.leg SPLICE DETAIL w/(4)#8 x 1/2"@ splices at ea.leg CO (lap 5"min.) (lap 5"min.) LL Wall panel Wall panel A � °CEILING TIE-DOWN DETAIL C)CEILING TIE-DOWN DETAIL @ COMMON WALL °m oHi h frameg density panel, camlock High density frame panel, camlock W C (NTS) (NTS) 8 12 i o.. �i „€ S z2u m 10 33 d e W U� Building Wall Building Wall V Z 00 r Walk-In Wall W -o a IIR Wij CI z� in Walk-In Wall Q 2"Air Space 2"Air Space p z Z �+ gf a_ _ IG 1PC_ 1 . a.. Z Z O mw, B z (=n diz 52,_r- = �.` ° < ozo1Mm I- ; wW 5 g L1J Z z - #8 x 1/2"MTHSMS @ 12" Q zzza- E re #6x1/2"MTHSMS@12" ww u Pre Luw � o� LL 3 (en 1-6 k 4 k ‹M o~ 6s5g§ cc)OVERTICAL CLOSURE DETAIL O2W`ncv i o rfl WmM zbE� (Nmoo .; � REV# DATE BY �� p Pf3Q�:F ) ,, 1 liodah.., - 79703PE " C E N NMENINO 0 R DO NOT SCALE THIS DRAWING SCALE: 3/16"=1'-0"11, 812 S. La Cassia Drive `�izy 1� xzpl DATE DRAWN: 8/22/2018 '�j / / Boise, ID 83705 DATE PRINTED: 8/29/2018 J. S\a .> BY: WLR (208)345-8941 CHK'D BY: E :°°i;£9!�-67:: a/3Ol (208) 345 8946 paw* 18-IB-11912-02 ,.A - www.tamarackgrove.com BOX: 2 OF 3 SHEET: 4 OF 4 Firm Reg.#:1078621-95 .SPECIFICATIONS Cr) 'Indoor cooler (+35°F) (no floor) Vinyl NSF gasket (1/16" joint thickness), Cam-lock layout SN1 �� NSF LABEL O SPECIAL INSTRUCTIONSN.S.F. LISTED(STD 67) Meets 2009 Federal Energy Independence and Security Act Requirements. WNW N.S.F. OASKEr P ALL PANEL JOINTS Standard crating Cooler: 1784 STUB!16 1 18 hrB/day T■ WALL PANELS V Construction: 4" urethane THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD#7 Exterior Finish: Stucco galvalume SECTION 5, PAIIAfiRAPH 5.38.7, RESIIREIENTS (REF. TABLE 1). f Interior Finish: Stucco galvalume THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING 34314 373/16 ,t.... Ceiling connections: Camlock Floor connections: 4" vinyl track OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROII r------- 1 ' REGIME=CONSULTING WITH A QUALIFIED ENGIEER OR CONTRACTOR CEILING PANELS T� Construction: 4" high density urethane 2 C P iii Exterior Finish: Metal OiYP Interior Finish: Stucco galvalume — Ceiling Caps: Factory mounted C7 C2 ��fT///1 Live Load: 10 psf _ r.. DOORS DESIGN CRITERIA: [A]: 36" x 78" flush model G3 self-closing cooler door CDESIGN LOADS: CEILINGPSF ii- *** DL = 5 PSF *** LEAF NOT RAISED FOR FLOORING *** CEILING LL = 10 PSF Frame: 4" high density urethane, 3-sided L—______J A w/ Stucco galvalume (ext. & int.) MINIMUM INTERNAL LATERAL LOAD = 5 PSF w/ 24 ga. stainless steel 430 (magnetic) liners SEISMIC DESIGN DATA: O d O Leaf: 4" thick, 3-side lap, standard height m SEISMIC PARAMETERS: W F w/ Stucco galvalume (ext. & int.) SSs = 0.976 1 = 0.425 g CEILING PANELS 8S — w/ Magnetic gasket (3) Component Hardware #W59 spring assisted adjustable hinge SDs = 0.722gg w g a SIT = D (1) Kason #27C cylinder locking deadbolt handle 13 w uI Z O (1) Kason #27C twist-off knob inside release 2 V Z SITE CLASS = D 2 zz z RISK CATEGORY = II (1) Kason #1094 hydraulic door closer l t m (1) Modularm 75LC temperature monitor IMPORTANCE FACTOR, I = 1.0 Z d it (1) Terminal J-box @ interior w/ concealed conduit RESPONSE MODIFICATION FACTOR w V 36" high AFF .100 aluminum diamond tread kickplate (frame, int.) R = 6.5 (SHEAR WALL) V i O 36" high AFF .100 aluminum diamond tread kickplate (leaf, int.) Z Q Zo PARTS STRUCTURAL NOTE: w g F O ANY FUTURE ROOF/CEILING LID MOUNTED EQUIPMENT NOT CURRENTLY CC -1—w (1) ea. Engineering - May require an additional 3-10 days in design once drawings have been approved. < (1 m CC O (1) ea. Kason #1808 vapor proof LED light fixturelamp SHOWN ON THE ENG STAMPED SHOP DRAWINGS SHALL BE COORDINATED 6'-0"(72] p w• g - (LED built-in.) ❑ Z WITH THE EOD PRIOR TO ANY INSTALLATION TYP. 1 i(3) ea. (6" x 1 1/2") x 96" x 16 ga. smooth galvanized (w/ Simpson Titen screws) a a G z m 5 Combination interior cove base/seismic tie-down @ floor level U) Zr O O (4) ea. (2" x 2") x 96" x Stucco galvalume Interior seismic tie-down @ ceiling level Z 3O —w (4) ea. 4" vinyl track I 231/4 e 253/8 e� 231/4 O b x—i •m F i_,,, Lala®N " I— �wm 2z WAINSCOTING Cut and pre-drilled for field installation @ the Interior r 63 N Lj -Frei_ 1 O (1) ea. 36" x 83" x .100 aluminum diamond tread wainscoting 0© Z z m a (2) ea. 36' x 63" x .100 aluminum diamond tread wainscoting �F� VP 0 2 F }6 ZF co (2) ea. 36" x 13 7/16" x .100 aluminum diamond tread wainscoting {/` �r Q Z F mzso O OREGON SEAL @p �' a COOLER W z O Z p—} A -J to D STANDARD NOTES Q Z ~zpP To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity a F Z ¢ r,L.,,„„... conditions may require force ventilation in addition to clearance. 63 NW uiu_o p. j 1:-. �k4 OCH Q< 8gliE Installation site floor must be true and level within 3/16" per 10' or additional costs may be incurred. J (,3 F < p d O re STANDARD ENGINEERING NOTES 231/4 253/8 231/4 cr w F O Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinforcing are to ' _Z I— E O F p wL'§5 be designed by a qualified professional engineer based on concrete strength and specific soil condition at m . ❑ , O<z i5 Z Z Z the building site. WALL PANELS ' Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. J�"o co El All foundation dimensions to be field verified. /�v^\ yce incoe All mechanical unit anchorage and support to be designed by others. 0 rs- 0 All connectors or elements in contact with aluminum to be stainless steel (STL/STL). (400:.,,,,, m m c If walk-in ceiling is suspended, existing roof structure to be designed by others for loads induced from new W o i m walk-ins where shown on plans and/or in engineering calculations. el Walk-in is designed for code applied loads. Z+C a F.. a Design does not include static pressure review. W q Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. (I:- P. s.o All loads are service loads. Nwai... le Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow CBC 1704 and 1707). REV# DATE BY 1 � QROp 1 C..? .�f?4 4z. de, 3 79 03PE ZA All'�ICaC` E COMM DO NOT SCALE THIS DRAWING OREGON SCALE: 3/16"=1-0" • 812 S. La Cassia Drive • ":9 6/0z 1O f°TJ Boise, ID 83705 DATE DRAWN: 8/23/2018 ?dJ�� .+ y.l DATE PRINTED: 8/29/2018 1 �i ,(ems 2� BY: WLR ate-.,._ _/. , 7�'. (208)345-8941 CHK'D BY: EXPIRATf DATE 6/301,,,,247 (208)345-8946 DRW#: 18-IB-11912-03 www.tamarackgrove.com Box: 3 of 3 SHEET: 1 OF 2 Firm Reg.#:1078621-95 � i - O N NI Cam-locks @ 24"O.C. T NOTE TO INSTALLER V EXT. INT. Fasteners must be installed ceilin panel in center of vinyl tract 9 P r NOTE: rn Wall panel Caulking1 1 1 1Wainscoting is cut @ room ID-1". (on top&under track) „Irma frIff Wainscoting layed out to start 1/2" 6"x 1 1/2 tie-down w/3/8"radius `, back @ interior corners 8118"@ M w/#8 x 1/2"MTHSMS @ 12"o/c into wall panel `�IIexterior comers. W Daggerz Dagger-Con PFH 1/4"x 1 1/4" w/318"0 x3"Titen @ 36"o/c into floor(21/2"emb.) 7 1 1 1 1 i mos blue concrete screw @ 24 o/c /i 0000 I Shop drill for#B x 3 4"MTHSMS , Vinyl track co Wearslab 2"x2"xamt.x26 a 1 24 (By others than IB) w/#8 x 1/2"MTHSMS @ 12"o/c at ea.leg _� w/(4)#8x1/2"@splices at ea.leg SPLICE DETAIL a z - . q (lap 5"min.) k LL ce Wall panel q� t 11 VINYL TRACK w/ COVE BASE/TIE-DOWN (I)CEILING TIE-DOWN DETAIL Wg b le (D 2 High density frame panel, camlock CyNAINSCOTING DRILLING PATTERN u 3 le(NTS) 3' x 8' sheet, typical o a V z 2 (25) screws ZZ zz Z j W Q t el 33 e LU ig,s_ 1-42 W o Ns_sm 0 go Wd _ o _ g HIL w 6112 Z z g~isz.,FAR w :11 - _J ZI< ai r---- wa 8rg-i3-1 'gz,4 a; 6P I z� �cc o wJ Lo ��I o F-aa � co . 0a FPAgeE2 WI CC w I I .. 1 co 0 p °'ua'n c II 0 0 m'aamA °ELEVATION v zb8E3 1111 oil RNs" o0.t cva°arm 0 2 co REV# DATE BY 1 n ....40011640166.., ,., �c4V0 PROFPt� -ig [A] - ....-:.) \ \ • (41 Yep , l"- TAMARNAC MIME 79703PE train ` acre 10 36 10 i 56 DO NOT SCALE THIS DRAIRNG OREGONSCALE: . 3/16"=1'-0"iri COMPONENT LOCATIONS 812 S. La Cassia Drive DATE DRAWN: 8/23/2018 ,� `�(Y t�,2 ` Boise, ID 83705 DATE PRINTED: 8/29/2018 /.dgly 1 i � � Bl*�, BY: WLR BY: WLR ti" S (208)345-8941 (208)345-8946 DRw#: 18-IB-1 1912-03 Rr�A 6 j/' E: � g� � www.tamarackgrove.com BOX: 3 OF 3 A...._ SHEET: 2 OF 2 Firm Reg.#:1078621-95