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Plans (81) SPECIFICATIONS OFFICE � ®�� OFFICE COPY r Imo, PARTS Items 52 & 56 DESIGN CRITERIA: O Q (4) ea. 4' LED light fixture w/ (2) LED lamps for cooler or freezer application (18W, 120V, .15A)Vinyl foam foam NSF gasket (1/16" joint thickness), Cam-lock layout #4 Fixture ships loose for field installation. BASIC DESIGN LOADS: E -I REC CEILING DL = 5 PSF �D (6) ea. (6" x 1 1/2") x 96" x 18 ga. stainless steel 304 #4 cove base/seismic tie-down @ floor level 4 } �� SPECIAL INSTRUCTIONS (6) ea. (2" x 2") x 96" x 16 ga. galv. seismic tie down 2 floor level CEILING LL = 10 PSF V (11) ea. (2" x 2") x 96" x 24 ga. smooth white (anti-microbial) Interior seismic tie-down @ ceiling level MINIMUM INTERNAL LATERAL LOAD = 5 PSF No Wood Construction (2) ea. (2" x 4") x 96" x 20 ga. stainless steel 304 #4 outside corner vertical closure E� Meets 2009 Federal Energy Independence and Security Act Requirements. SEISMIC DESIGN DATA: CO m (2) ea. (2" x 4") x 48" x 20 ga. stainless steel 304 #4 outside corner vertical closure � ,] P Standard crating (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 N :.----1 (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 closureP R Q WALL PANELS S1 = 0.456 g - 2 2019 r (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 SDS = 0.810 Construction: 5" high density urethane g Exterior Finish: 24 ga. smooth white (antimicrobial) (exposed) (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 SDC = D (?) ea. 96" x 20 ga. stainless steel 304 #4 removable ceiling closure lower track SITE CLASS = D CITY E; ,.4 Stucco galvalume ` D (?) ea. 96" x 20 ga. stainless steel 304 #4 removable ceiling closure upper track RISK CATEGORY = II $ " CCIQ Interior Finish: 24 ga. smooth white (antimicrobial) BUILDING DIVISION! (1) ea. Low temp Chase Doors strip curtain for 36" x 84" net opening - w/ 6" strips @ 33.00% overlap ID Ceiling connections: Camlock IMPORTANCE FACTOR, I = 1.0 �1 (1) ea. Normal temp Chase Doors strip curtain for 36" x 84" net opening - w/ 6" strips @ 33.00% overlap Floor connections: Angle screed RESPONSE MODIFICATION FACTOR 1 (9) ea. Angle screed R = 6.5 (SHEAR WALL)EILING PANELS R = 3.5 (MOMENT FRAME) CO�,/`� E-4 Construction: 5" high density urethane STANDARD NOTES 1/, I] Exterior Finish: Metal To prevent condensation, a minimum 2" from the walk-in STRUCTURAL NOTE: - , Interior Finish: 24 ga. smooth white (antimicrobial) exterior surface is required. High humidity conditions ANY FUTURE ROOF/CEILING LID MOUNTED EQUIPMENT NOT CURRENTLY - - Ceiling Caps: Factory mounted may require force ventilation in addition to clearance. SHOWN ON THE ENG STAMPED SHOP DRAWINGS SHALL BE COORDINATED u_ Live Load: 10 psf WITH THE EOD PRIOR TO ANY INSTALLATION , TYP. u_ A Installation site floor must be true and level within O O DOORS 3/16" per 10' or additional costs may be incurred. O w - o: [A]: 36" x 84" flush model G3 self-closing freezer door I m O en *** PRE WIRE ALL ELECTRICAL *** STANDARD ENGINEERING NOTES w w *** NO WOOD BACKING *** Foundation, special inspection, footings, anchor bolt embedment, m a *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** edge distances and all reinforcing are to be designed by a qualified w~ t- w Frame: 5" high density urethane, 4-sided (8" high sill) _g a. professional engineer based on concrete strength and specific soil i-w w w/ 20 ga. stainless steel 304 #4 (ext.) condition at the building site. 0 V- z w/ 24 ga. smooth white (antimicrobial) (int.) z w m Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. w/ 24 ga. stainless steel 430 (magnetic) liners "-' O~ 3 2 All foundation dimensions to be field verified. m w J w/ 4-sided heat cable in frame [FL-4-110W] All mechanical unit anchorage and support to be designed byothers. 's a= tt�� t[ a Z (26'-5" x 5 ohms/ft (132 total ohms) @ 4.2 watts/ft + Pepi - 120V, 1A) g pp g SP� �-` ® t=It3iE w a U o All connectors or elements in contact with aluminum to be stainless steel (STL/STL). ♦ ♦♦ 8 °aeon -S Leaf: 4" thick, 3-side lap, standard height Slate (J€ t y ode If walk-in ceiling is suspended, existing roof structure to be designed by others for ,;�1 L i a r z 2 0 U w/ 20 ga. stainless steel 304 #4 (ext. & int.) loads induced from new walk-ins where shown on plans and/or in engineering calculations. m-=_ z z a w/ Magnetic gasket 03 g a !- Walk-in is designed for code applied loads. g w U (3) Component Hardware #W59 spring assisted adjustable hinge 1 w E tu w Design does not include static pressure review. Q (',p J U (1) Kason #27C cylinder locking deadbolt handle ,, ._ s;=:3I m 0 1 w re w Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. Q Zy (1) Kason #27C 1/4 turn knob inside release w (1) Kason #1094 hydraulic door closer All loads are service loads. ':,-,',1:n,1!..' C) 2.-.2:e. O O (1) Modularm 75LC temperature monitor w/ panic button and flush door ajar alarm Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow CBC Et0(t r ` U N 3 0-+ W 1704 and 1707). 00 O= m w (2) Terminal J-box @ interior w/ concealed conduit [1:::::33 S BC :,: 7."-ZZ:F2,:r:S:inriCgreSt:Frame N d w ..-:::..: (1) Kason 1832 SS heated air vent (23W, 120V, .2A) NOTES-INSULATED PIT } < w Iu w z Z (1) Evaporator cut-off micro-switch < F ,,O Insulated pit plan is provided to locate thermal break and door notch locations and size. Pit depth, concrete floor ® Ftpr ,(1) 14" x 24" heated view window (107W, 120V, .9A) above and below insulation, design, reinforcement, thickness & construction of concrete should be designed by a 9�TendOn8 Z O w m(00 w w 1- (1) 12 ga. stainless steel threshold Qualified Professional Engineer familiar with cold storage design, the site conditions and end users application. (� Z a~ O z F6F 36" high AFF 14 ga. smooth stainless steel (leaf, ext. & int.) See project contract documents. All concrete and excavation work & design is by others. `' °� 4 W Z a m Z w1-z5 Vl [B]: 36" x 84" flush model G3 self-closing cooler door NOTES-RECESS ® I- .'3a"- ac,,.,,' .. 'f“',0 Z W O z 0 }0 *** PRE WIRE ALL ELECTRICAL *** J J O P I-2 reZ Recess plan is provided to set min. size to allow panel installation. Recess depth, concrete floor above and below J EU U g 0 O *** NO WOOD BACKING *** insulation, design, reinforcement, thickness & construction of concrete should be designed by a Qualified t W vi O x *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** 0 roc. .,, 44) f O z 2 gZ u K Professional Engineer familiar with cold storage design, the site conditions and end users application. See project Z CC w O O U O Frame: 5” high density urethane, 3-sided contract documents. All concrete and excavation work & design is by others. W z O Y>ce 0 a w/ 20 ga. stainless steel 304 #4 (ext.) ® ftE1 _;, ' . r z^F• t W z ~ 0 w 4ti Tt,re,8 g W p a g w g W/ 24 ga. smooth white (antimicrobial) (int.) WARNING - ELECTRICAL SEAL C 1- J cc O E z 0 O 3 W w/ 24 ga. stainless steel 430 (magnetic) liners After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. s -" O 0 o-0 w O O u-i= w Leaf: 4" thick, 3-side lap, standard height (n.L f °` CC 0 wI- ui O LL j Q "z w/ 20 ga. stainless steel 304 #4 (ext. & int.) Failure to seal device per NEC codes WILL VOID WARRANTY. Q a w~ O-.O O O 0 w/ Magnetic gasket El vpr,�./. r'+a Materials ,m ~ _ z z z (3) Component Hardware #W59 spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle OREGON SEAL 0 FT. i_"�0 \ -co n cv o (1) Kason #27C 1/4 turn knob inside release ° �'m 0•,��nni g (1) Kason #1094 hydraulic door closer S cy0)o�,n,f) o (1) Modularm 75LC temperature monitor w/ panic button and flush door ajar alarm ® 31a'� n ni W c4 T,.. (1) Terminal J-box @ interior w/ concealed conduit HIE NSF LABEL -1w 0 1 CO (1) 14" x 24" non-heated view window ® Sp,—.,,,t s ,.Fes,1Te and FMi -4ztip.. N.S.F. LISTED (STD#7) 36" high AFF 14 ga. smooth stainless steel kickplates (leaf, ext. & int.) p4 g•• a. COMPONENT N.S.F. GASKET @ ALL PANEL JOINTS W m 0 Freezer: 9239 BTUs @ 18 hrs/days /'" O p W o A d PIT MATERIAL Coolerr: 6744 BTUs @ 16 hrs/day (1) Set Pit Material - Insulation thickness = 6" 0 Other ataa[t Pit size = 151.60 sq. ft. THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD#7, .. - REV# DATE BY (6) ea. 2 x 6 x 96" pressure treated wood SECTION 5, PARAGRAPH 5.36.7, REQUIREMENTS (REF. TABLE 1). (15) ea. 48" x 96" x 2" R-Max board stock urethane THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING 1 09/07/2018 MTB (2) ae. 6 mil. Visqueen vapor barrier OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROWN 10/26/2018 RCN (1) ea. Asphalt emulsion, 5-gallon pail AECOASENOS CONSULTING WITH A QUALIFIED ENGINEER OR CONTRACTOR City of Tigard Customer Note:The Manu.. , Tp (1) ea. 15# building felt roll, 30" x 130' CONTRACTOR. -SUBM !�r-.7;771 ��T REVISIONS produd in accordance with t' '• " 1'- - ' ''.4-- 4.k. #1: only pit plan for freezer !^� ins signing these dr #2: Freezer to the left, cooler to the right. Appy® 8d Plans buildn walls,cWumaeslstalan¢res�onM�ffflo�ra DO NOT SCALE THIS DRAWING 9 g restrictions,door r104130011.S,openings for r Date l i equipment snot b by oath afications and accessaies rated. SCALE: 3/16"=1'-0" 1� �i Produdion wit trot begn ar¢aoomved (a Drive La(ia DATE DRAWN: 8/1/2018 ❑APPROVED FOR Ietj{ IS DATE PRINTED: 10/26/2018 ❑APPROVED FOR !CATION WITH CHANGES ❑REVISE AND RE T BY: MTB (208) 345-8941 CHK'D BY: Signature: (208) 345-8946 DRW#: 18-IB-1232401 www.tamarackgrove.com BOX: 1 OF 1 SHEET: 1 OF 5 CD Nc__.) r)-112 47 44 318 47 23 26 5/16 E-4 r— ------1 r- ------1 CO rr N :„...., N— o u CP CP qC CP CP W 124 w 3 O E : U I 00 - 41 C2 C3 C4 C5 C6 2 LLA O 3 O o O F io '— -----_I L- ----J I-WI.g Ill 3 a• O 6.0 Z z Backing @int. 01- w§ 2 Backfin mt. for strip curtain ¢ _1 wto 0, a .n for strip curtain .., 91 0 J CEILING PANELS ` I l I I I \ ` ` go°zd g a l kJ dL+0D LIII :� _ Q W © ERS---� 11 --7 t O -?m Oo 47 47 III i N U ��p, nw �[6 27 47 27 o Li I I I® a O=?� V)� 1s 6^�2aa� I I a �7. 1I - cc qF� Z o I I" 7 Z Q oJWu)D�o 144 rn ! J 8'-6'[102] 6'-r[ss] f I I z 2 c z o a ?w 1 1 1 1 — Lu _ 51 51 46112 51 112 Vertical \ N15 I.B1 W14 �......\.IAl-... _-- ." \ W fx W 0 5 z ca ga Y Closure 13 W1 Z rL z u t�P� 10111. DC See Detail4l3. a LEVATION O W W Z W p CD w p W m 2215/16 'NL T 247/16 167/8 �'NL T 237116 " 4 CC t. Jct CI-2 K a wa I L, r s t r , r i ,- C7� as �ooLL- �"W12 ��—— W1 . M14 [� W15 to—'� N O 7 ui 0°-ui C Z 3 °' SEE SHEET 5 OF 5 FOR COMPONENT LOCATIONS. <11 LII— F O f615 p E r r 28 28 j j 281/2 281123 " m zZOZaZ v v ^ ^ EE- B N v ._ , 1 +��ot,.�C»��2 11 0)W IA 3 ; n n rq~a,13Ep 0 .4. .. v BLDG.WALLS a •. a 3 FREEZER COOLER co w�.41;•• pg ,E 3 56 3 a Please Verify Door Locations . , �o�m. _ ntawix, G — — O 3 REVS DATE BY v v � 7 09/07/2018 MTB a r 10/26/2018 RCN --- c.4Um e � 1 N L o� _tip7 W6 W5 W22 W21 W20�, i { I I I A rz 11 ■ 1 w 1111 R 1 r 41 Jr ` "'""12 47 443/8 47 23 26'5/16 DO NOT SCALE THIS DRAWING SCALE: 3/16"=1'-0" WALL PANELS 812 S. La Cassia Drive DATE DRAWN: 8/1/2018 Boise, ID 83705 DATE PRINTED: 10/26/2018 BY: MTB (208) 345-8941 cHK'D BY: (208) 345-8946 DRW#: 18-IB-12324-01 www.tamarackgrove.com BOX: 1 OF 1 SHEET: 2 OF 5 ' UD Cam-locks @ 24"O.C. Cam-locks @ 24"O.C. O o i—� 1 ifftt 1 1 1 Ceiling panel E Ceiling panel Fraimsu till r 4- [�`' ���-i VNI Almmvii riff -� N��1\ o i� I �2"x2"xcont.x26ga. SPLICE DETAIL �� co w/#8 x 1/2"MTHSMS @ 12"o/c at ea.leg 2"x 2"x cont.x 26 ga. 111 w/#8x1/2"MTHSMS@12"o/cat ea.leg O w/(4)#8 x 1/2"@ splices at ea.leg w/(4)#8 x 1/2"@ splices at ea.leg I W w (lap 5"min.) (lap 5"min.) WIP �� o WWN Wall panel Wall panel (I)CEILING TIE-DOWN DETAIL (I)CEILING TIE-DOWN DETAIL @ COMMON WALL ti 3 (igh density frame panel, camlock NTS) 3 High density frame panel, camlock re (NTS) op O ' 0 0 w; a C F to g I-al LLI 11/2 357/8 11/2Building 0 U Z.‹, Z Wall Building Wall Zq 7,_.„ / Walk-In Wall p Q¢Q 3 ��W J 1 ,...._ Tension break Edge of box " w 0> a \ \ OP ce 2 Air Space - ,�O 0Q _ ..._ / 12 a stainless steel N W V Hc5a g J UmOw 0 L° '',--' \ v O Z ',L,' W LL� a. d 0 :-Sm 00 — — — — — -- — N 1 Jj . 0/f __J a N g W 0 91.7:71.- \ ..r �• a � >- wWC7NCZ Field drill&countersink(8) Tension break F H W pr 5/16"holes for#14 x 1"FHSMS or Z 0 W m 03 w pr 1/4"x 2 1/4"dia.FH concrete sleeve anchors Z F- r O Z �ij (CAUTION:avoid heat cable) #8 x 112"MTHSMS @ 12" Cn w QQg F\#8n1/2, S@i2, FZgmZN 38718 / Z W ZZOe--(9- . 1 i J —J 63FFlreZ NOTE:Due to construction variables 4 k UJ O ziu i2wg 2 591;Y seal threshold/jamb joint w/silicone Z t7 O cC X>0 0 Q 0 4 VERTICAL CLOSURE DETAIL owCg �¢ 3cWi$13Z2'12 ©FLAT THRESHOLD DETAILO _ o(')� �Q O1OOLL2< W F- 1-0C_H0i-0 FLUSH p 03 ' f— Z�OZa2O �+ornw B` Wall panel INT. Orno'';`` EXT. CI 01 m-114CSO C�Op Angle screed ZbE,c3''d a. 1 112"x 6"x cont t o-down w/318"radius aN 0 o - • i w/#8 x 1/2"MTHSMS @ 12"o/c into wall panel 0., N o A cd E w/3/8"x 3"Titan HD @ 36"o/c into floor. c a �` Ai/-(Min.embed.=2 1/2") REV# DATE BY Concrete floor(NIC) MTh—__LS_ W. , 09/07/2018 10/26/2018 MRCN iiiimit Floor TAMMUMIC' =MI i t Y • 1 ■ t t R 1 Y A DO NOT SCALE THIS DRAWING SCALE: 3/16"=1'-0" 1ANGLE SCREED DETAIL 812 S. La Cassia Drive DATE DRAWN: 8/1/2018 Boise, ID 83705 DATE PRINTED: 10/26/2018 BY: MTB (208) 345-8941 CHK'D BY: (208) 345-8946 DRW#: 18-IB-1232401 www.tamarackgrove.com BOX: 1 OF 1 SHEET: 3 OF 5 UD r O I N N E—, Ce) C/D r171 N o r I Q CD w o i✓_ o w LL 8'-8'[104] A / o g gw b re 2"Thermal Break w m K to 4 2"Thermal Break D 111 1 H m W v\ rn III Z U' Q96d a N °gog aJFW Wall panel Wall panel ---I V m o i Vapor barrier Vapor barrier Z F F 9 1/2" PIT Wear slab O2 m iv (FREEZER ONLY) Grout solid after installation a a (by others than IB) Wear slab :it U3 w(by others than IB) 1 (by others than IB) 1 O=—NWHsolid >"" 8yOZpO 11 after installation W W&a • \ r :bl:I::1B p_reg 9 recw¢ PzF W Z/% A'Concreteslab (by others than 1B) (by others than IB) Z0 OCC ODUO Board stock insulation Board stock insulation (r) 0..< OF g g 0 1 PIT PLAN pyo 20 w 0 LL iI6wZ (I)INSULATED NSULATED RECESS DETAIL OI NSULATED RECESS DETAIL m ' ~ i E g i 101 z v 4 Wall panel section 4 Flush door section ' m0,1,,,,--,,,,,, icYciB ��Cr7W U OdI��nN Im n m"�.l IF f p F-]WI-�OC] CJ ())H. fry c3.. a. Fi.aa,f� REV# DATE BY 09/07/2018 MTB 3k• AU10/26/2018 RCN L UMW= ONOVIE EIIIIIIIIICIENIN GI DO NOT SCALE THIS DRAWING SCALE: 3/16"=1'-0" 812 S. La Cassia Drive DATE DRAWN: 8/1/2018 Boise, ID 83705 DATE PRINTED: 10/26/2018 BY: MTB (208) 345-8941 CHK'D BY: (208) 345-8946 DRW#: 18-IB-12324-01 WWW.tamaraokgrove.COm BOX: 1 OF 1 SHEET: 4 OF 5 " • / Box wall lengtn+1" y r 7- CAUTION:If ceiling height is not provided 0 closures will be bads order and shipped later 1----1 additional freight charges will be charged I i 6"x 6" Typical panel 4T wide when over Vi �� comer typ. 47"tall,or sfVstl Cut down at end of run = Upper Tradc / / / / `� i ,-7 -3/4"x 5/8"x 1 1/2" M u- m Upper a2' CID 314"x518"x1112' ^' O s v g u Pi I r � H o Removable Ceiling Mw g Ceiling Panel g- 6" x 6" Corner Closure w/ 1/2" lips T-I Closure @ all sides + Panel M rw ea r Ol C O_ / I (2C4 U Removable Ceiling m Ceiling , Closure w/1/2"lip c�s Panel Beyond c w @ all sides z t to / X 3 00 O I Q pIj b �O C1224' Isxsw �` r- "„ 5/8" Finger hole w r�rt y @ 1st panel only w 0 0 11 Lower Track fill with snap cap t w 3/8" x 5/8" x 1 1/2"___---''' to match w aa a w/ #8 x 1/2" MTHSMS o a zV z C7 Wall Panel @ 12" o/c o2u¢3 m Lower Track rC O 6 d " Zz, a 3/8 x 8 x 1 112" Wall a 5l w On' - wl#8 x 112"MTHSMS �Panel Uia.1-0 12"o/c /� 7a a N NJ 0 I 0� in pa W • SECTION FRONT VIEW O F E Z W repj O O Ni O I m / WO U5 _1w (1)REMOVABLE CEILING CLOSURE DETAIL y. 4 W W W z z CJ (NTS) CC FzF%2O Z < 65.,v;.. gwcn NO_ O Z o..yoZL C w Za pICZJ 6112 43 A' 61/2 A' 61/2 491/2 A' Z 2 w F.6 2 ' �\ �` WpC W cOi _Z {�7 �\ w\ rL Z Q Z z z z cs \ ,(t\J� \ " 1HV� WZ W� >o� 7W g W I- IT-IT- iL t Deo �OM 2 wOu.uJapwz II 0 rn N It IL I rn ma �~ Z?OZQZU N 101 I m h /Lr,9 shalmiL 11 I, 1 / _ rn 1 II LT I Q',�6--1 1 olll \ I m o ' rfi4.1 /� i" :,,7:530,5:4zN O 1 i __� II �\ P. r I L , 1111++ m t#+ " REV# DATE BY + o m s r '7'5 09/07/2018 MTU � v 10/26/2018 RCN h TANN/LACK `ns�LB� o, s r ■ � w i i w � r ■ . .. . A] \ \ \+„t DO NOT SCALE THIS DRAWING .,---\- SCALE: 3/16"=1'-0" 812 S. La Cassia Drive DATE DRAWN: 8/1/2018 \ \ / 10 1 36 1 10 / Boise, ID 83705 DATE PRINTED: 10/26/2018 1036 10 BY: MTB / / 56 / / (208) 345-8941 CHK'D BY: / 56 (208) 345-8946 DRW#: 18-1B-12324-01 COMPONENT LOCATIONS www.tamarackgrove.com BOX: 1 OF 1 SHEET: 5 OF 5 � upcpi, o ) 0 0 o -30 Triplett Submittal Stamp Page Wellman CONTRACTORS General Contractor Stamp: Project Name Triplett Templeton Elementary School Wellman El REVIEWED 0 REJECTED 0 MAKE CORRECTIONS 0 NOT REVIEWED BY MayNguyen DATE 10/29/2018 SUBMITTAL# 114000-004 SPEC 114000 This review is only for general conformance of the project and general compliance. Corrections or comments made on these drawings during this review do not relieve Contractor/Subcontractor from compliance with the requirements of the plans and specifications. Contractor is responsible for all dimensions and fabrication to be confirmed and correlated at the job site Architect Stamp: Consultant Stamp: webb: x ACCEPTED ACCEPTED AS NOTED REVISE & RESUBMIT REJECTED FABRICATOR IS RESPONSIBLE FOR FIELD DIMENSIONS AND FOR COMPLIANCE WITH CONTRACT DOCUMENTS. 4.‘ DATE: 11/8/18 NAME FOR OFFICE USE ONLY–SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 1411 Transmittal Letter T c;A ii n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: C '"l O 1i i1 arc(, DATE RECEIVED: r' DEPT: BUILDING DIVISION R E u APR - : 9 FROM: titH N9vytAh CITY,.., COMPANY: 1-1(.1 f W e I I wv a h PHONE: SJ 3 RE: cjSOO SW frVrd0(A- ct. ,` 0/ aO Off() (Site Address) ✓j,`' (Permit Number) TA 0 (Project name or subdivision name and lot number) VI / ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: 'oies: Description: Additional set(s)of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. ,,rr Engineer's calculations. Other(explain): DL-fff b rr 11fi L-{v r vial---t h -fre tVic f to qJ REMARKS: valvatidi 14, FOR OFFICE USE ONLY Routed to Permit Tec ' ian: Date: y- J ) 9 Initials: Fees Due: Yes % No Fee Description: Amount Due: R e-V ; $ c),.3 ' _— Special Instruct.ns: Rep • t Permit(per PE): —1 Yes ►i No ❑ Done s licant Notified: jAv.... Date: y %4 Initials:� / f I:\Building\Forms\TransmittalLetter-Revisions 061316.doc