Loading...
Plans (3) SPECIFICATIONS PARTS ` m Ey Indoor combo (no floors) (6) ea. 4' LED light fixture w/ (2) LED lamps for cooler or freezer application (18W, CDt Vin}tl foam r1SF gasket (1/16" joint thickness), Cam-lock layout #4 120V, .15A) - (Fixture ships loose for field installation.) 1-1 SPECIAL INSTflUC7IONS (1) ea. Low temp Chase Doors strip curtain for 36" x 80" net opening - w/ 6' strips @ ' =33.00% overlap No Wood Construction (1)1) ea. Normal temp Chase Doors strip curtain for 36" x 80' net opening - w/ 6" CO UL Label required on every panel strips @ 33.00% overlap 0, CYD Standard crating (1) Set Pit Material - L-Shape (see drawing) - Insulation thickness = 6" Q', Pit size = 449 sq. ft. CO WALL PANELS Includes 48x96 R-Max stock board urethane, 6 mil. Visqueen vapor barrier, 15# building Construction: 5" high density urethane felt and asphalt emulsion CO Exterior Finish: .040 stucco white aluminum / 20 ga. smooth galv. / 20 ga. (2) ea. (2' x 4") x 96" x 20 ga. stainless steel 304 #4 outside corner vertical E—I �= stainless steel 304 #4 closure Interior Finish: .040 stucco white aluminum (2) ea. (2' x 4") x 46" x 20 ga. stainless steel 304 #4 outside corner vertical 1 Ceiling connections: Camlock closure Floor connections: Angle screed (1) set 20 ga. stainless steel 304 #4 removable ceiling closure - Please Verify Closure Dimensions and Requirements CEILING PANELS Estimated Cavity Size = 1' - 6" (18") high x 42' - 7' (511") long 1 i-r Construction: 5" high density urethane (15) ea. (2• x 2") x 96" x 18 ga. stainless steel 304 #4 (w/ Simpson Titen screws) CO Exterior Finish: Metal Interior seismic tie-down @ floor level (bottom of pit) �O CD Interior Finish: .040 stucco white aluminum (16) ea. (2' x 2") x 96' x .040 stucco white aluminum Interior seismic tie-down @ Ilec Ceiling Caps: Factory mounted ceiling level Live Load: 10 psf _ DESIGN CRITERIA: 'i DOORS NOTES BASIC DESIGN LOADS: e 9 Meets 2009 Federal Energy Independence and Security Act Requirements. CEILING LL = 10 CEILING DL = 5 PSF x 84" flush model G3 self-closing freezer doorLLSF O**w NO WOOD BACKING *** ** MINIMUM INTERNAL LATERALLOAD = 5 PSF m R. LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE STANDARD NOTES O w O Brand: Imperial Brown To prevent condensation, a minimum 2' from the walk-in exterior surface is required. w Frame: 5" high density urethane, 4-sided (9 1/2" high sill) High humidity conditions may require force ventilation in addition to clearance. SEISMIC PARAMETERS: t-SEISMIC DESIGN DATA: `i /`, � i w/ 20 ga. stainless steel 304 #4 @ ext. ry w/ .040 stucco white aluminum @ int. Installation site floor must be true and level within 3/16" per 10' or additional S1 = 0.392 Ss = 0.852 g OFFICE COPY ui o_ w/ 24 ga. stainless steel 430 (magnetic) liners costs may be incurred. D Z V_ L7 w/ 4-sided heat cable in frame [FL-4-110W] Sds = 0.658 g 2 4 z (26'-5" x 5 ohms/ft (132 total ohms) @ 4.2 watts/ft + Pepi - 120V, 1A) Imperial Brown's sliding and vertical lift doors shall not be considered means of SIT = D �u m Leaf: 4" thick, 3-side lap, standard height egress. Check code egress requirements for SITE CLASS = D 9 9 9 q your application. rc O I J 3 w/ 20 ga. stainless steel 304 #4 both sides RISK CATEGORY = II < w o_ w/ Magnetic gasket RECESSED PIT IMPORTANCE FACTOR, I = 1.0 ACT w U RESPONSE MODIFICATION FACTOR Z.O z (3) Kason #1245 reversible cam-rise hinge Recess plan is provided to set min. size to allow panel installation. Recess depth, R = 2.5 (SHEAR WALL) z i(1) Kason #27C cylinder locking deadbolt handle concrete floor above and below insulation, design, reinforcement, thickness & fi2 O w (1) Kason #27C 1/4 turn knob inside release construction of concrete should be designed by a Qualified Professional Engineer 3 E w (1) Dorma #8616 FHP 689 door closer familiar with cold storage design, the site conditions and end users application. See STRUCTURAL NOTE: Z m 1 w (1) Modularm 75LC multi-monitor temperature alarm w/IP-1 ilium. push button and project contract documents. All concrete and excavation work & design is by others. ANY FUTURE ROOF/CEILING LID MOUNTED EQUIPMENT NOT CURRENTLY i < i flush door ajar sensor SHOWN ON THE ENG STAMPED SHOP DRAWINGS SHALL BE COORDINATED -z w (2) Terminal J-Box @ int. ELECTRICAL WITH THE FOR PRIOR TO ANY INSTALLATION , TYP. t� p m u. (1) Kason 1832 heated air vent (23W, 120V, .2A) Field electrician to verify maximum acceptable load for light switches.If load is too _ __ (1) Evaporator cut-off switch high, then relay type controls should be used. w p y d .- (1) 14' x 24' heated view window (B4W, 120V, 0.9A) After wiring devices, ALL conduits must be sealed to stop moisture transfer through J J6 651 w (1) 12 ga. stainless steel threshold electrical raceways. Z O g w rn 36' high AFF 14 ga. smooth stainless steel 304 #4 kickplates (leaf, ext. & int.) Failure to seal device per NEC codes WILL VOID WARRANTY. 0 = F m m O i rc (1) Motion Detector, Modularm, MD-1 mounted ENGINEERING Ur ca g< Fq m 2 to Foundation, special inspection, footings, anchor bolt embedment, edge distances and p PRO Z I1J p i a>_m w [B]: 36" x 84' flush model G3 self-closing cooler door all reinforcing are to be designed by a qualified professional engineer .._-- - - QQ� F J J C7= 7 *** NO WOOD BACKING *** concrete strength and specific soil condition at the buildingsite. C S �`` Fs J 0 U g td u� *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Foundation and freezer pit to be designed for loads designated on plan a ./0u...in �� ' ¢� �F"�_ REQUIRED peciaity a ���s� NGiNE E sio*9 Z Z p w Y W O ~ Brand: Imperial Brown engineering calculations. �73Glte�,bg '"' 00 Frame: 5' high density urethane, 3-sided All foundation dimensions to be field verified. 4*1 ' re`1 mo t,,�� -7 j Q 797 3PE c LU Z F W'4 � 11 w/ 20 ga. stainless steel 304 #4 @ ext. All mechanical unit anchorage and support to be designed by others. ,�S� g E o E w/ .040 stucco white aluminum @ int. All connectors or elements in contact with aluminum tc be stainless -e (1E3Stbncrdte ai e.: _ ..I„Qte®t Ur J 4 ¢LL O rc w/ 24 ga. stainless steel 430 (magnetic) liners If walk-in ceiling is suspended, existing roof structure to be designed othe s for d'O Q, O u-w w Leaf: 4" thick, 3-side lap, standard height loads induced from new walk-ins where shown on plans and/or in engineeri•. S w/ 20 ga. stainless steel 304 #4 both sides calculations. j BOItS trSt3ihA.%in i,.oncri+3 03 a ~ 2_ _<_ w/ Magnetic gasket Walk-in is designed for code applied loads. , EGON (3) Kason #1245 reversible cam-rise hinge Design does not include static pressure review. ❑ Special�4-)£ .x_ '.,-fit; }r,i,.^j+,�,tn:cretg Frame 1 J(/� 0�1 ``�( / voe+w li (1) Kason #27C cylinder locking deadbolt handle Components of all doors, windows, and openings to be designed for loads .educed by �/ r�,2 P / V� 6��N(1) Kason #27C 1/4 turn knob inside release wind, design by others. ❑ �PJ{T/tOlClrt,�, .,i,, rr.�.`✓E 52B61T I qA. ` a gi;:(1) Dorma #8616 FHP 689 door closer All loads are service loads. tIP3 ens �V J. S Q Q �•��� 1 Modularm 75LC multi-monitor temperature alarm w IP-1 ilium. SpecialInspectionrequiredper IBC 1704 and 1707 for post installed ,,nc b -Ji 0511 912020 o ( 1 p / push button and is cturei'ld11 .,r, _ en",flush door ajar sensor (for California, follow CBC 1704 and 1707). ] 61 en"(2) Terminal J-Box @ int. (1) Evaporator cut-off switch i ❑ Higl-Str r •.°'1s`1.ET' W71 v., (I) 14" x 24" non heated view window REVISIONS p,�y c e (1) 12 ga. stainless steel threshold 01 10/25/2019 No pit far cooler. Update doors. STAMP °i F''d M GG 36" high AFF 14 ga. smooth stainless steel 304 #4 kickplates (leaf, ext. & int.) 03 05/08/2020 Update layout. ® S'`�C�'�rH'' ``.rL - ^'�p'k' (1) Motion Detector, Modularm, MD-1 mounted 04 05/13/2020 Processed order ❑ Reinforcarj C:;'.'. ...ire Concrete ..} REV# DATE BY ��79L Insuint.i:'ir,L.-t`1 .-at .Fill4111111" hhh—' AMARACK ` £ GROVE 05/13/2020 JLV ❑ Spray ap-A k,•r-Fies°,stive materfais ENGINEERING IF NSF LABEL El 'T( C, E.):Ssl::u PiersCaissons arid Ca 812 S. La Cassia Drive 0 Boise, ID 83705 DO NOT SCALE THIS DRAWING N.S.F. LISTED (STD#7) �1Ct(;�;!'t- DOIpONENT N.S.F. BASKET @ ALL PANEL JOINTS ��-; - SCALE: 3/16"=1'-0" 0 Special Gfedi''t,Excavation and Fitting DATE DRAWN: 8/21/2019 (208) 345-8941 DATE PRINTED: 5/19/2020 THE MINIMS STU'S SHUNS ARE BASED ON NSF STANDARD#7, , Snake-Coriirt n i slor�`�• BY: KBI ns 11 208 345-8946 CHK'D BY: DJC-5/18/20 SECTION 6, PARAGRAPH 6.36.7, RESHIPMENTS (REF. TABLE 1). ElOther IRS ( ) THESE NUMBERS ARE NOT name BE USED FOR SIZING �'� www.tamarack rove.com DRWYA 18-IB-18398-01 OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROWN 9 RREECa11E=CONSULTING WITH A DINLIFIED ENGINEER OR CdRRACTTIR 1 07O621-9(1 5 SHEET: 1 OF 6 r __ 47 --- 47 -__ 47- ----47 - - __ 47 __ _ 47 -__IL__ q7 -__ 47-__ 47 - 35__ I CO V! CiD m m e m m m m ‘,2 x m r a N co a m m m m m m m m m m m a a * CO \ m ^ 'di T n m M rn N rn R. m m N ^ ^ ^ ^ " m CO CO COm m N m ^ ,, i. o m A. o o o n o m m T N N •• m N N N N C6 9tF-1 SPL SPL SPL SPL SPL SPL SPL SPL SPL SPL SPL SPL P-wall 1.---c 47 47 47 47 47 283/16 47 47 47 47 201/8 33 �r 16 5/16 ----- - - - ---I r - - - -____I 16 5/16 16 5/16 CO 14 1/4 I 26 P Ft CP CP CP CP CP 26 CO CZ, CP CP CP CP C 22 1/16 21 1/16 21 1/16 ',1- C6 5 C7 C8 C9 C10 C11 C12 -;t =m 22 1/16 a y� Cl C2 C3 C4 C5 26 26 O g tr O 26 Od o O m 21 1/16 r 223/4 r 19 1/16 C co F 241/4 r-- / -J t_ _ - - -__--J 8 9/16 16 5/16 � io 16 1/4 �1 � SPL SR. ra W ui i3 / e pRU� Z m m 23 16 5/16 (_-__-- - - ----J 13 13/18 �^ �^ a N m m m 8,-R 3 2 SPL SPL SPL SPL SPL \ 'o m - v- - '� ^o N 1O f O w = 9 3/16 m III m m m w U 3e U m N ' m m N CD m N 43 B Z gcv O ^ ^ "' CEILING PANELS a m N m N r m N mJ J f W 0 re 2 Q i' W W a H 3 C]zm O7 120 GA. STAINLESS STEEL 304 #41 h 5 0 W 3 ` 30 yR�7�� yW —J WaOjZZ Z 0 O i ,,1giASule 42-1'[50510 r r CO U aG¢y0�� t6 21 0. 1~O: 6'-11"1831 18-512211 16'-8[2011 r CD Z Up o i O g Y m N e4 Building Ovals Q,EO P R pFF _1 -J g S P N g rc Z T'p�� �/ �-�" � NGIN4, ss/p w cL o_ o: "N g- Y SR. DC CD R 1. Z 0 a W o d 're 1 7!6 23 T 56_ 23 47 47 15��12 3/8 T 56 P 47 47 47 31314 _� y W p Z y N v Q 1sll� wls�J====== w17 w18 W19 wz�o ____ w22 w23 wza ' w2s — < 797 3PE w Z }} 0 W [A] Is] Os Ja 266liE25 EGON co • ~ N COOLER �iQ�tfi�< 10, 20�1 F� CI �/- W>m�W P �C�NN u £�£ FREEZER ,, . �N J. Sk 0 °b�r� 6 g # 05/19/2020 mOCD0 I v 'VN es W gnu A W5 W4 W34 W33 W32 W31 W30 w29a STAMP I °.�"A m Eq �, ter; `t I s I s i �,�4 ctia E ,; ; - SPLS-IY *7 47 4r 2as/16s34 p ' DC REV// DATE BY 3 W11 W10 1 W9 f W8 I w7 3 . 41 5 5 47 47 47 DC 534 TAMARACK IT GROVE 05/13/2020 JLV 17-7"12111 46 r E E R I N G / r 2,'-5'[2571 999 2P� [2 WALL PANELS 812 S. La Cassia Drive .040 stucco white aluminum DO NOT SCALE THIS DRAWING 20ga.smoothgay. Boise, ID 83705 - 20 ga.stainless steel 304 fl4 SCALE: 3/16"=1'-0' DATE DRAWN: 6/21/2019 to (208) 345-8941 DATE PRINTED: 5/19/2020 \ BY: KBI 120 GA. SMOOTH GALV.I r fax (208) 345-8946 CHK'D BY: DJC-5/18/20 web www.tamarackgrove.com DRAM: 18-IB-18398-01 ram 1078621-95 SHEET: 2 OF 8 Backing @ int. _Backing @ lit �_ for strip curtain for strip curlan O 1—.1 1 = 61/2 56 6 61/2 1 491/2 )( I61/2 (cup _ CO } 1.,'a "V. M co r w (LVl \ fLV? �' % Ey / f �— rn 22-0"12641 !! 1� °,, I Gl-a r ICI li CO o N 4 i9es v. I O O // U. ill' ...az.,.. 51/21111 �4 nor W O ¢ _�. n Ell 'N i i 51/2 w b O � w �_ A Li- N m ] SW�t75 N l+Z ) LL O r.7? a to N a Z F eQ m WJ J vi< Uw R JgStW U \ \ �'� 1 19 1 36 t 10 i Zm Q~ W 1 T�-9„1213] I 51 I A" 2 p m 1 2 �• t X PIT PLAN �" 10 �" 36 10 k COMPONENT LOCATIONS m g m W COMPONENT LOCATIONS O -Pre 2~g ~ �d � Z ilmZ0 ?a° EQE PR OFF J J ggw§ UZ� NGINE ` 0 Wo OY 4iii8E 441 797 3PE Lg 1 gfilci5Zg Vi / OIL- JQ egOLLPv Vertical cams/pns / / CC j p W w paean similar @ W4 ' (Y1 d "AD ~ Z Z z Z U EGON 2 _Backing @ int. T _Backing @ int. �9�✓°L y O, `L°6\ �� 4 o7,1:for strp curtainfor strip curtain \ \ \ �Q �P CZ` u"� N J. SSE 0 =kc ,1° ,21 ` Y ` 05/19/2020 N�oo a C xWm" P. wmav 9 —� 261 r ��� 0.mmIk _- .. STAMP ��F��t� b� ] d ..t,aw �� y� . REV# DATE BY m Q /� l 28 1 ' I N g ,..diair....41U4 Ilr2 ! TAMARACK .I GROVE 05/13/2020 JLV W25 wsa w23 W22 IBI w" ? C�..._1*1 \ Drive NOT SCALE THIS DRAWING d a Boise, ID 83705a DO x C ' c wt� w,6 w,5 . ..., SCALE: 3/16"=T1Y' . 2 DATE DRAWN: 6/21/2019 O 00 �' ` (208) 345-8941 DATE PRINTED: 5/19/2020 ELEVATION fk BY: KB! III fax (208) 345-8946 CHK'0 BY: DJC-5/18/20 web www.tamarackgrove.com DMA*. 18-IB-1839e-01 BOX: 1 OF 1 firm 1078621-95 SHEET: 3 OF 6 r � I Box wall length+1' COpa 3/4"x 5/8'x 1 1/2"Upper Track 1 6'x 6' 47 maxinum width when over / V J w/#8 x 117 MTHSMS @ 17 o/c Corner TYP 47 tall or stainless steel Finished ceiling Finished celhg �' / CO _ '� 1- Upper track `K/' E—I U m I U"3 d Ae Walk-In Wall Panel OD IIETI �y + m® 3- 2 *a_ - t78 a 1/7 MTHSMS @ 12" w iv Sl8"Finger hole @1st panel anyI Qy 8rs j } Fil with snap cap to match CO 0 z 1111=Ir m Ceiling panel = beyond closure ,.._.- a- Lower track `_ �n Ceiling panel -. 3B'x518'z1112'Lower Track \ / 12) • 2"Air Space wl it8z 117 MTHSMS @17 do S - I 1 O; Wel panel Wall panel—/ - L 4 re m o 0 / 8- m- a SECTION VIEW FRONT VIEW oa0= z a Building Wal aaP';PA 66oa 8 CAUTION:If ceiling height is not provided I-ru 8 closures will be back ordered and shipped later U co o z w¢ addidonat height charges will be be charged i r<w O EDm= Q (1)REMOVABLE CEILING CLOSURE OUTSIDE VERTICAL CLOSURE �2 ph...J LL 4 4 _1 4qr WWz. ~re~ Z o 6,Wy ♦0 = PEmpzQ- PRO Z w =o >y '<- FFss J o .5 2 r ce NGINEF /o UJ o� ~i �� rc �c� 9 'L9 wd mz797 3PE LUg01,.,-" out.,c, 0 �V • Ir 0 <= W Ou-aia9lIz EGON �zI Cam-locks @ 24'O.C. Can-locks @ 24'O.C. nJ(/ 61 <( ^� xu m N 8 Ceileg panel '7/ C j 0, 2� Q� / v ,C,E9- g Ceiling panel '9/`/ J. SkO ab W @ 0 0 IAmommp rApriimi_ A Z.Wil- 05/19/2020 �E G �Mt t.��r``-MI amvox ME'i. �1 Ma STAMP O cm E REV# DATE BY TAMARACK '' GROVE 05/13/2020 JLV ENGINEERING Wall panel Wall panel 812 S. La Cassia Drive I DO NOT SCALE THIS DRAWING Boise, ID 83705 SCALE: 316"=1'-0 (2)CEILING TIE-DOWN DETAIL (I)CEILING TIE-DOWN DETAIL @ COMMON WALL 4 High density frame panel, canlock 4 (ighh l density frame panel, camlock DATE DRAWN: 6/21/2019 (NTS) t (208) 345-8941 DATE PRINTED: 5/19/2020 fax (208) 345-8946 CHK'D BY: DJC-5/18/20 web www.tamarackgrove.corn DRW#: 18-IB-18398-01 firm SHEET: 4 OF 6 fl 1 • 0 -v-- CO ` EXT. INT. EXT. CO Wall panel Vmn '~ Door leaf II MI W Q—., — Q CO w Vapor barrier O 1"Grout after installationnWear slab = (By others than IB) 1 Door threshold ® Heat cable C/1 ° ---Ear" p•• g o WN To ., Ppir r • pillr O p• O= o � w a N a .. W .. � iii . . . , �p Q J J QZIJL W fl a 0 oua L) Co�e�b (Tx 2)x cont.x 16ga.gab.tie-down angle -ILIA.' w Angle screed Board stock insulation MI rY w (By Others than lB) w/#8 x 11T MTHSMS(0 6'do into screed = 1-,„ F wl 3/8"x 3"Tien bolt @ 36"o/c into concrete i Zz 1- °RECESSED ANGLE SCREED (21n'mninumemtxw> g' w 5 0 - .-- R o z Lii o IIJ 0 U gZZgPIII -k 1 N W1zSm 2 QED PROre J J °-Fy u) ,,C. NGINEFiS) , ' zo go zzzo-Dio U 797 3PE } ;L ce r wZ pp rn • W o j n W p LL W O W EGON `, EXT. INT. <9���1- ro, 2°°� � M It' '9N J. S`E)P ab W Q Wall panel 6'x 1 V2'x cont.he-down od 1/2"radius 05/19/2020 a�N 0 I 1 wax 11TMTHSMS@ 6'olc into wall panel ` - aW 0rr"a w13I8'DJx 3'concrete seismic screw anchor p4 w4.m Angle screed �@ 36"o/c into floor(min.21/T emb.)(min slab 4) STAMP O . a m °2 E ..W r70.Gx.11111. k Wear slab M (By others than lB) ,,,,`` A RQ# DATE BY NI' 1Ilm� TAMARACK; ` GROVE E N G VEERINGG 05/73/2020 JLV 812 S. La Cassia Drive Boise, ID 83705 DO NOT SCALE THIS DRAWING SCALE: 3/16"=V-0' t. (208) 345-8941 DATE DRAWN: 6/21/2019 DATE PRINTED: 5/19/2020 fax (208) 345-8946 BY: KB! CHK'D BY: DJC-5/18/20 web www.tamarackgrove.com DRWM: 18-1B-18398-01 DANGLE SCREED firm 1078621-95 BOX: 1 OF 1 SHEET: 5 OF 6 • E 0 Co 0 Door mane Door leaf Door trams Co r OW so" 1 1r2 35 7/81 1/2 W f� a cr tt QD '-) / 'Tension Breakk Q. Magnetic switch model MC -FG m PLAN VIEW O Wiwi unit in trans / _ - _ r.it) ry os,— — 12 ga.Stainless Steel — orC/) Low voltage 1 `o.- /J High voltage Door leaf Door frame Tension Break J Field drill&countersink(8) `> 5/16'hales for#14 x 1'FHSMS or 114"x 21/4"6a.FH concrete sleeve anchors O ii'� 1 ,p (CAUTION:avoid heat cable) —Edge of bar I 0 d o O tm del r 38 7/8 u8S m_ i[FF� J.I a Door frame m I NOTE:Due to construction variables f W ui seal threshold/jamb joint wlslicone I p a.U k Mnm1/2um 1 ELEVATION VIEW <z„, a U m 2 R W 2 ?m 00 1O75LC WITH MAGNETIC SWITCH (FLAT THRESHOLD �' w la 6 G3 Flush Door B G3 Flush Door p=?•• __m o KO O 2 PK}zdmi- ura6 Oz N U a�zrWo� Z m W~z cozy ra PRGp -j -I g§°1-3ceZ 13!4 '`�. Grp, Jx 0 U -Iz ° ��\ r r �'iE\ �� `GNG(NEF9 'o* zo � WYWo i;o \ Top piece length = WIC -1/B" Q 9l W Z a 0 Ed 8 LL ' • LON 3PE W - ¢ VI "�'` Bottom piece length = WIC + 10" oa o Loop heater cable centered in bottom rail a/ • / 0 cc Q j W 0 LL$"rii (not to exceed top piece length ) / Qm d O and hold in place with heat resistant tape Z � Attach top piece to bottom with heat resistant tape - i��yl k 21Iq k Screw 5' legs of bottom piece into door frame ���(/� .)O, zO P�<( ;m�W Q AN qN J. Sk0 ab°i,mo 0 Ensure that cede b 05/19/2020 not cm c coAceo Oi P excessively tight or kinked Ensure that the loops Heater cable to door leg '�N m o any areas(special of the cable are (shorten liner nupot 1/8'so edge �� W v' . / attention to turns in looped properly spaced and of liner does not wear W x f/// section) are not making contact on cable)(typ both ends) w A with adjacent bops / STAMP .,c7 A.w ((( f _ REV# DATE BY TAMARACK IT GROVE 05/13/2020 JLV " LOOP HEATER CABLE IN THIS AREA ` NEER IN 51/16 attach to 5 1/16 attach to , dm of dr.frame 357/8 btm.of dr.frame 812 S. La Cassia Drive DO NOT SCALE THIS DRAWING Boise, ID 83705,6 i SCALE: 3/16"=1.-7 DATE DRAWN: 6/21/2019 `, (208) 345-8941 DATE PRINTED: 5/19/2020 BY: KBI (I)4-SIDED HEAT TROUGH METAL WRAP fax (208) 345-8946 CHK'DBY: DJC-5/16/20 6` ON CONCRETE web www.tamarackgrove.corn DRwst, 18-IB-18388-01 firm 1078621-95 SHEET: 6 OF 6 iicock ©h+v' \��S U 15° MAX 15'MAX E U m Notes:screw attachment of-v` �) Q a m III kitchen hood to wall is not w o .16 m 3 I, ROD COUPLER �i� IF REQUIRED if part or seismic desgn. ctTRANSVERSE BRACE D <UCC;REF.XSC CO(OPA-0349) E7 I 11 Qa " SPACING 15" MAX ' __Fisi,,IZ15' MAX �f' �' IF RUT RODEXCEEDS 25" I / \ 0 w &� LONGITUDINAL BRACE �- (n �'L' �^° 1518"x 12ga STRUT 24' Q I Mqw 9'-6"MAX.LENGTH I '\ J 3 1011.1 15' MAX . ELEVATION VIEW ..., 41" len 15° MAX per+ ,., —.1— SSBS (2)0y"ASTM A307 BOLT OR UNIT:HALTON WT.(lbs.) _ 60' SEISMIC SOLID BRACING ASSEMBLY SSBS-12 ASTM A36 THREADED ROD. EO 735 (OPA-0349) WITH 2x2x,1/4 WASHER REF.X4 OF BACK SIDE OF 2x DWN BY: BR CHKD BY: ��E of�r 0Z � I. me CC I/ 10d(3")COMM( �I� p • 2 '1 L I I NAILS �' 14 V2 Z P (4)PER SIDE I \ 1 STAGGERED �' i •A cri I \ -' L3x3xy,5"LG. OREt30N Q Q Y Y Y Q. EF 4x6 BLOCK -1Q/ DHAP0 c 48"MAX.LENGTH w WOOD BLOCKING 3 0 2x(MIN.SPECIFIC GRAVITY AGAINST WEBS 8 a U U G=.50) TO BE DESIGNED BY UNDER UPPER FLANGE I EXPIRES' 20 I 147' STRUCTURAL ENGINEER REvlsions, REV wre DESCRIPTION 2" 2" AL (2) ASTM A307 BOLT OR MIN. �� MIN. ASTMTM A36 THREADED ROD, WITH 2x2xyq WASHER OF BACK SIDE OF 2x (1)fly"Steel Bolt IIII l ASTM A 307 min. - (12)12d(3-1/4") MIN. 2" Ai ,,,II per bracing locations • COMMON L 3x3x}xq,5"LONG I CLINCH AT SSBS-12 5„ �i JOIBT WEB 2„ �� (GPA-0349) 2Y2" Ya' MIN. REF.X4 MASON EO: 34017 GATE: 05/05/2020 :D '�' I TAB! • WOOD BLOCKING a 15"-45" 1 TO BE DESIGNED BY -..)-- HOOD 1-36 (1)0J72"Steel Bon - __-__ STRUCTURAL ENGINEER O - • ASTM A 307 min, per bracing locations (1)Y"0 LAG SCREWS TOP VIEW 2LATE SSBS-12 PLATE 4"LONG (1)required CII\ SSBS-12 ASTM A-307 MIN. SCALE: (NONE) (OPA-0349) WASHER (OPA-0349) " REF.X4 REF per bracing locations CHK: GR o'A'c.wo: .X4 WF-34017-06 SSB(U) & SSBS - SEISMIC SOLID BRACE TYPE SSBS ANCHORS DIMENSIONS-inches(mm) • Size A For Rod Sizes "A"Hole Dia. SSBS-12 17/32 (13) 3/8&1/2 (9&13) N, 1 11/16"[43] SSBS-20 25/32 (20) 5/8&3/4 (16&19) P�rZ SSBS-25 1 1/32 (26) 7/8&1 (22&25) /�� 17/32"[14]Hole Dia. -- 2 1/4"[57] TYPE ` S(1-o Bras%fara hor SSB(U)&SSBS ANCHOR RATINGS 1 1/4"›..• orme ee OSHPD Minimum Max. Torque Torqque Ratings on Bolts \1 Size lbs(kN) ft-lbs(N-m) SSBS-12 1250 50 � (5.6) (68) 4`1 SSBS-20.25 (D04) (68) 9/16"HOLES �� 1 7/8" 48 SSB(U)-3 5000 55 �'] [ ] (22.2) (75) SSB-4 8750 2002"� (38.9) (271) STRUT ATTACHMENT PLATE 3 3!4"[95] Div, AND(2) 1/2"BOLTS WITH NUTS F PROVIDED WITH SSBU-3 ONLY 1 15/16"[49] SOLID BRACE ANCHOR (Formed Steel) 001° SSBS-12, 20 & 25 / D TYPE SSB&SSBS ANCHOR RATINGS WITH STEEL BRACE MEMBERS OSHPD 4 Max. Minimum Steel Brace Member-in(mm) I � Minimum Ratings at Maximum Brace Length „H„ /I4' Size Ibs(kN) 5-0"(1.5 m) 9-6"(2.9 m) 14-6 (4.4 m) HOLE DIA. It 1250 1 5/8 x 1 5/8 Strut 1 5/8 x 1 5/8 Strut 1 5/8 x 3 1/4 Strut E SSBS-12 (5.6) (41x41 Strut) (41x41 Strut) (41x83 Strut) "Ci° Appl-Air/ SSBS-20 25 3000 1 5/8 x 1 5/8 Strut 1 5/8 x 3 1/4 Strut N/A HOLE DIA. , (13.4) (41x41 Strut) (41x83 Strut) :�Ilk 5000 2 x 2 x 1/4 Angle"3 x 3 x 1/4 Angle** 4 x 4 x 1/4 Angle SSB(U)-3 (22.3) (51x51x6Angle)" (76x76x6Angle)" (102x102x6 Angle) SSB-4(.......r 8125 3 x 3 x 1/4 Angle 4 x 4 x 1!4 Angle 5 x 5 x 3/8 Angle =� (36.1) (76x76x6Angle) (102x102x6 Angle)(127x127x10 Angle SSB-3&4 "1 5/8 x 3 1/4 x 12ga(41 mm x 83 mm x 2.7 mm)formed strut may be substituted using the Type SSBU component. › / TYPE SSB ANCHOR DIMENSIONS-Inches(mm) / Size A B C D E F G H J 44"-A SSB(U)-3 2(51) 3 1/2(89) 1 3/4(44) 1 7/16(37) 4 3/4(121) 2(51) 13/16(21) 9/16(14) 9(229) SSB-4 3 1/8(79) 5(127) 2 1/2(64) 1 15/16(49) 5 3/4(146) 2 1/4(57) 1 5/16(33) 11/16(17) - MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 4,0 ff II1I !` ', \', NY Mailing Address:PO Box 410,Smithtown,NY 11787 ��� NGINE, it—Vel 350 Rabro Drive 2101 W.Crescent Ave.,Suite D Hauppauge, NY 11788 Anaheim,CA 92801 44 631/348-0282 714/535-2727 ti '7 FAX 631/348-0279 FAX 714/535-5738 OREGON - 1., Info@Mason-Ind.com 0 • Page 'felR 1 Y24 ?� X4Dhiru Mali Structural Engineer t EXPIRES: 12/31/20I California SE No. 2811 UCC - SEISMIC ROD CLAMPS FOR STRUT CHANNELS THREADED ROD TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS Maximum Strut Stiffener Maximum Rod Compressive Max UCC STRUT STIFFENER Size OLP in (mm) Force Minimum Size Length Spacing lbs(kN) in(mm) in (mm) in (mm) II (10)1/2 (19) 1 5/(411x 48 x 2.5Gage 96 (2438) (71281) 1275 1 5/8 x 1 /8 x 12 Gage 38 (13) (5.6) 12001 5/8 x(411 5/8 x 1241 x 5Gage ( 1208) (38) (5.9) (5.3) (41 x 41 x 2.5) (3048) (965)iili 1475 1 5/8 x 1 5/8 x 12 e (4 5/8 (16) (6.5) 1325 ) 1 5/8 x11 5/8 x 21 x 5Gage(4 ) ( 1208) (1489)9. ' 3!4 2500 1 5/8 x11 5/8 x 25Gage ( 1448) (1579)(19) (11.1) (41 x 41 x 2.5) (3658) (1448) r�r tint/ 1/2"x 1-1/2" x 13 UNC tp LOCKING BOLT TORQUE TO 10 ft-lbs ■■ OM [ 411 mm -liA 1-3/16" 1-5/16" 1-0— 1-1/4" -y MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products PAQFF / C- '�� NY Mailing Address:PO Box 410, Smithtown,NY 11787 ����NG j0 350 Rabro Drive 2101 W.Crescent Ave.,Suite D �� 1J Hauppauge,/ 4 NY 11788 Anaheim, -2 92601 �, 631/348-0282 714/535-2727q.] - l T. 7 FAX 631/348-0279 FAX 714/535-5738 Info@Mason-Ind.com OREGON Page �IQ ��`LgOq/t 27 1O 4� Dlirtpr- X5C Dhiru Mali Structural Engineer I EXPIRES: u20 California SE No. 2811 MASON INDUSTRIES, Inc. SEISMIC OVERTURNING CALCULATIONS "`, ''', Manufacturers of Vibration Control Products SEISMIC RESTRAINT: SSB (SEISMIC SOLID BRACING) 350 Rabro Drive 2101 W. Crescent St., Suite D Hauppauge, NY 11788 Anaheim, CA 92801 REFERENCE CODE(S): ASCE 7-10 • 631/348-0282 714/535-2727 1 FAX 631/348-0279 FAX 714/535-5738 DWG NO:WF-34017-06C1 Equipment overturning calculations based on seismic load applied at a critical angle. As defined in ASCE 7-10, section 13.3.1, the seismic Horizontal force, Fph, may be calculated using the following formula: 0.4apSosWn i z' Fpi,(coic) — 1 R v 1+ 2 h, I,,,, Except that: Fpn shall not be less than Fpnimin) = 0.3SoslpWp and need not be more than Fph(max)= 1.6SosIpWp. Where: Wp = Component operating weight ap = Component Amplification Factor, refer to ASCE 7-10 Table 13.6-1 Rp = Component Response Modification Factor, refer to ASCE 7-10 Table 13.6-1 Sds= Design spectra response acceleration at short period, refer to ASCE section 11.4.4 Ip = Component Importance Factor, refer to ASCE 7-10 section 13.1.3 z = Component Attachment Elevation with respect to grade. h = Structure Roof Elevation with respect to grade. Convert from Design Strength to Allowable Stress Design: Fph(a) = Fph*0.7 Fpv= 0.2*Sds*Wp*0.7 SUPPORT STRUCTURE V bolt • TENSION IN CABLES DUE TO SEISMIC FORCES: For worst loading condition, apply Fph along the same T bolt Tc 1 line as on cable. Only one cable will be tensioned. All four cables will resist \ _ Fp the vertical force, Fpv. Fph T. = Fph + F,,, Fs, P (N/2)*C'os0 N*SinG N = number of brace arms 1 +W If T < Tc(allow) O. K. Check Lag Screw(Per 2012 NDS, table 11.3.1) Allowable withdrawal value, W' =W(CD*CM*C1*Ceg) j Fph Allowable lateral value, Z' = Z(CD*CM*Cc*Cg*Ceg) Eh In Where, W = Withdrawal Design Value, section 12.2.1 Z = Shear Design Value, section 12.3.1 TOP VIEW CD = 1.6 - Table 2.3.2, for seismic. CM = 1.0- Table 11.3.3, Moisture Content< 19% 1 f Ct = 1.0 - Table 11.3.4, Temp < 100 °F QO PR t FF Cg = 1.0- Table 11.3.6 ' - Gl at Cep = 1.0- Section 12.5.2 �. O (W'p)*Z' Where, Pry= Bolt Prying Factor Q ,/�14 82: z', (W p)*cos'0+ Z'*sin'- 9 n = Number of Anchor -y. 2 �, Actual Load on Anchor, z OREGON AI[(Pry)(T)(sine)] + [(T)(cos0)] e°,, n 4 di 27 i •O Check Lagscrew Zopc, <- 1.0 1O' OHAPO Z,e I EXPIRES: 12/31/20I DWN: BR CHKD: [GR DATE: 05/05/20 DWG NO:WF-34017-06C1 MASON INDUSTRIES, Inc. SEISMIC OVERTURNING CALCULATIONS Manufacturers of Vibration Control Products JOB NAME: TWALITY MS 350 Rabro Drive 2101 W.Crescent,Ste.D CUSTOMER: MASON OREGON Hauppauge,NY 11788 Anaheim,CA 92801 EO NUMBER: 34017 631131/348-2 714/14/53527 FAX 631/348-0279 FAX 714/535-5738 5/l l/2020 WI-34017-06C2 Ta_: HOOD 1-36 Max. Weight,Wp= 735 ap— 2 1/2 Rp= 6 SDS= 0.658 Ip= 1.00 z= 1.00 h= 1.00 Fph(cam.)- 242 Fph tmin)= 145 1 Fph/max)= 774 Fph= 169 Fpv= 68 Seismic Force Ratio= 0.23 theta(deg)= 45 theta(rad)= 0.785398 #of Braces resisting Fph— 4 #of Braces resisting Fpv= 4 Tc= 83.78 Seismic Solid Brace= SSBS-12 Strut member Size= 1 5/8 x 12 Ga. Tc(allow)= 1250.00 Brace member Check= O.K. Lag Screw Diameter= 1/2 Lag Screw length— 4 No. of bolts per brace= I �1,0 PROp� W(Ibs)= 605 \c\ �V4GINE /0 Co Z'(Ibs)— 384 4- Tr '14 82�../ t'. Z'=— 583 L j) //C.r`<r.4r Z,,, = 119 OREGON Bracket Prying Factor= 1.75 '�6 Unity Check= 0.20 17411:gR.7T 001Q, O/ DHA 'EXPIRES: 12/31/201 *OPA-0349, Page X4 National Design Specification for Wood Construction,2015 Edition Douglas Fir Larch, G=0.50 WF-34017-06C2