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Plans (323) 4" NOMINAL THICKNESS BRICK VENEER - D q � ■■■ 8 t.. I -HR RATED (OSSC TABLE -B) y' EC ■.,■ i . (SEE STRUCTURAL PLANS FOR ANCHORS ti� Z r2 i J AND LEDGERS). (SEE BUILDING • mei A < u a 0 ELEVATIONS FOR EXPANSION JOINTS AND r `� 1 - E 0 MASONRY JOINTING PATTERNS). (BRICK, • ' O ' g ,L c Pe r MORTAR, SEALERS AND OTHER MATERIALS tft i " ) PO D. OREGON u PER OSSC OR APPROVED PLANS). 1,) - C < 1 1" MINIMUM THICKNESS AIR SPACE (055C �T 0 � ' ° i i 14m2.6.4.2) ' c . 1: - Ogg "— "' — =- — vAPOR BARRIER (TYvEK OR APPROvED) u 1 O 3 1 /2 "EXT PLY W D (PER SPECIFICATION ON Z t n y P ERMIT DRAW INGS) < < I r 1 2X WALL FRAMING 0 GATT INSULATION (R- RATING PER ENERGY Z ii, .. CALCS) — 5 /S" TYPE "X" GYP BD - Z _j O ATTACHMENT PER W- w CODE �m O SIM TO UL DESIGN NO. U364 (W/0 PLASTIC INSUL) OW TYFIC4L WALL SEC SDI 3' =1' -0' u_ ,, (THIS SECTION 15 INTENDED TO CLARIFY AND AMEND PLANS FOR G JOE GREEN INVESTMENTS OFFICE BUILDING AT D REVISIONS SW //5 co b ?o`Ii TIGARD OREGON± PERMIT NO. 2 odl-(7 / (THE ONLY CHANGE INTENDED iY THIS SECTION IS TO CLARIFY DATE 07 JOB• 2 12432 74325 THAT GYPUM BOARD SHEATHING CIS NOT TO BE USED ON THE RAS EXTERIOR OF THE PLYWOOD SHEATHING). TI-4E ONE -HOUR FIRE GFIK. RAS RATING 15 MAINTAINED BY 4" NOM BRICK MASONRY VENEER AS Al REQUIRED /PERMITTED BY 0550 TABLES 5 -A, 6 -A AND 1 -B I -1.1). ce sweets OCT -07 -2002 12:33 ANKROM MOISAN ARCHITECT S 503 245 7710 P.03'08 -- FIRE RESISTANCE RATINGS - ANS UL 263 (BXUV) FIRE RESISTANCE RATINGS - ANSUUL 263 (SXUV) 745 • Design No. U364 Design No. U365 Bearing Wall Rating —1 Hr. Bearing WallRating .-1 Kr • Finish Rating —18 Min 3Q (4 S \ f . 1 1 1111 ' "11 -- , ag J, A�.��,hif ,,.. '77 Horizontal Section U;' OC -----, • t Wood Studs— Nom 2 by 4 in., spaced 16 in. OC. 1. Wood Studs — Min. nom 2 by 4 in.. spaced 16 in. OC. 2. Bearing Plate— (Not Shown) - Nom 2 by 4 in. 2. Gypsum Board'— 5/8 in. thick (mint 4 ft wide bearing the UU Clas- 3. Gypsum Board'— 5/8 in. thick wallboard paper or vinyl surfaced, Oration Marking for Fire Resistance applied vertically. Attached to with beveled, square, or tapered edges, applied either horizontally or studs with 6d cement coated nails or 1-7/8 in. long No. 6 buglclread vertically. Wallboard fastened with Wall and Partition Facings and dry wall screws spaced 7 in. OC at the edges and in the Gelds. Vertical Accessones• (Item 4). When used in widths of other than 48 in., wall- joints located over studs. Joints covered with paper tape and joint corn- board is to be installed horizontally. pound. Nail heads covered with joint compound. AMERICAN GYPSUM CO —Types AGX•1, AGX -2, AGX -3, See Gypsum Board (CKNX) Category for names of Classified Comps- AGX -7, AGX -11. AG-C. nics BEIJING NEW BUILDING MATERIALS CO LTD — Type 3. Batts and Blanket? — Min 3-1/2 in, glass fiber or mineral wool bates DBX -1. placed to fill cavity of wall. CANADIAN GYPSUM COMPANY —Type AR, C. FCV. IP -Xl, See Batts and Blankets (BZJZ) Category for named of Classified Com• IP -X2. IPC -AR SCX, SHX, WRC, WRX, FRX. ponies. BPB AMERICA INC 4. Foamed Plastic` — Max. 2 is thick rigid polystyrene insulation BPB CELOTEX — Type 1, SF3, or FRP. attached to studs with 24/2 in. long galvanized roofing nails. CONTINENTAL GYPSUM COMPANY —Type CCI -1, CG -2. OWENS CORNING SPECIALTY & CG -3, CC3-3, CC-3, CC3-S, CG66. CG 3W' CG-5W, CC -3WS. FOAM PRODUCTS CG -SWS. CG-6, CC6-6, CC -C. CGT6.6. CG9 -9, CGT6 -6, 5, Exterior Facings — Installed in accordance with the manufacturer's Cwt installation instructions. One of the following exterior facings is to be G -P GYPSUM CORP, SUB OF applied over the sheathing GEORGIA - PACIFIC CORP Type 3, 6. 9, C, DGG, GPFSI. A. Vinyl Siding Molded Plastic' — Contoured rigid vinyl siding GPFS2. GPFS6. having a flame read value of 20 or less. JAMES HARDIE GYPSUM INC —Type Fire X. Max "C' . Si.? Molded Plastic (BTAT) category in the Building Materials LAFARGE NORTH AMERICA INC -Type LGFC2. LGFC3, Directory for names of manufacturers. LGFC6,, LGFC -C, LGFC6A, LGFC2A. LGFC -C /A . B. Particle Board Sidnrg— Hardboard extenor sidings including NATIONAL GYPSUM CO —Type FSK FSK-C, FSK G, FSW. patterned panel or lap siding. NATIONAL GYPSUM CO W Type FR or WR. C Wood Structural Panel or Lap Siding — APA Rated Siding, NORGIPS A/S— NORFIRE XA. Exterior, plywood. O58 or composite panels with veneer faces PASCO GYPSUM, DIV OF and structural wood core, per P5 1 or APA Standard PRP -108, PACIFIC COAST BUILDING PRODUCTS INC —Types C. including textured• rough sawn, medium density overlay, PG-2, PG-3. PG-3W. PG-5W PG4, PG-6, PG -3WS, PG -SWS. brushed, grooved and lap siding. PG-5, PG-9 or PG -C. D. Cementitious Stucco— Portland cent or synthenc stucco sys- REPUBLIC GYPSUM CO —Type RG-1, RG -2. RG-3, RG4I, RG-6 tems with self - furring metal lath or adhesive base teat. Thickness or RG-C. from 318 to 3/4 in., depending on system. SIAM GYPSUM INDUSTRY CO LTD —Tvpn EX -1 E. Hard board Paneling - Mineral and Fiber Boards' — Untreated STANDARD GYPSUM L L C —Type SGC, SC-C -3, SC -C ur panels nom 7/16 or 1/2 in. thick, 12 to 4F in. wide. Ship lapped Scc.G. panel sidings are fastened to framing members with 10d rust • TEMPLE - INLAND FOREST PRODUCTS CORP—Types T. resistant nails thru the lap spaced 6 in. O.C. vertically. Butted VPB -Type 7T, WR -L T SHTG, FRX-6, VPBX.6. FRWRX -6, TG-C panel siding fastened to framing members with IOd nails 3/6 in. or FRX-6 Exterior Gypsum Soffit Board. from edge spaced 6 in. O.0 vertically. Lap sidings fastened to UNITED STATES GYPSUM CO —Types AR. C FCV, FR`C framing members with ltd nails 3/8 in. from edges spaced 16 in. IP- XLIP -X2, IPC -AR. SOL WAX, WRC. SHX. O.C. horizontally (Aluminum joint molding as inquired for lap WESTROC INC —Type Westroc Fi -Rok. products). USG MEXICO 5 A DE C V —Type AR. C FCV, IP- X1,1RX_, MASONITE CORP IPC -A , WRX, WRC, SHX, SCX E. Brick — Brick veneer meeting the requirements of local code 4. Wall and Partition Padngs and Accessories'- Staples — 2 in. long 6 • agencies. Brick veneer attached to the studs wilt corrugated u� staples max 3 in. OC along vertical joints and 6 in. OC in Inc met wall ties attached to each stud with 8d cement coated nails, fEiieefl PASLODE every sixth minis al bricks. veneer is used the wall- ILLINOIS TOOL WORKS CO o the sets • . imm 5. Batts and Blanket? — (Optional, Not-Shown) gins fiber or mineral 'Bearing the UL Classification Mark wool insulation. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS M AN VI LL E LE INTERNATIONAL INC ROCK WOOL MANUFACTURING CO —Delta Board ' ROXUL INC THERMAFIBER L 1 C —Type SAFE 6. Firdsbing System — Wailbos d joints covered with paper tape and joint am the U Staples . Classification Mac with joint compound. 'S LOOK FOR THE UL MARK ON PRODUCT OCT -07 -2002 12:33 ANKROM MO I SAN ARCHITECT S 503 245 7710 P.02/08 Miff unttrwrow rtwit -w ww a.w w • • - -- • - TABLE 7-B -RATED FIRE- RESISTIVE PERIODS FOR VARIOUS WAILS AND PARTf IONSa . -" MINIMUM FINISHED THICKNESS FACE•1o•FACE , x ?S.a let mat MATERIAL NUMBER CONSTRUCTION 4 Hr. 0 Nr. 1 Z Nr. I 1 W. 1 -1.1 Solid units (at least 75 peteent solid). 8 0 I- 4 . ' - 1 -2.1 ( Hollow brick units' (at leant 71 percent solid). 1 8 1 • 1 -22 Hollow brick units (at least 60 percent solid. cells filled with loose -fill insulation). 1 8 I • 1 -2.3 Hollow brick units at least 64 percent solid. I 12 1 -2.4 Hollow brick. not filled. I 5.0 4.3 I 3.4 I 2.3 1-2.5 Hollow brick unit wall, grout or filled with perlite vermiculite or expanded shale 6.6 5.5 I 4.4 • 3.0 • agegrte• 1 • 1 -3.1 Hollow (tnwloek j 12 ( 8 ' 1. Brick of clay 1.4.1 Cavity wall consisting of cwo 3" (76 mm) (actual) solid clay brick units scpuated j 3 nr shale by 2" (51 mm) air space, joint reinforcement every 16" (406 mm) on center venially. 1-4.2 Cavity wall consisting of two 4" (100 mm) nominal solid elm' btck units 1.1t separated by 2" (51 ram) air space. I /a" (6.4 mm) metal ties for 3 square feet I I • (0.28 m of wall area. 1 -5.1 4" (102 mm) nominal thick units at least 75 percent solid backed with a 5 . hat- shaped metal furring channel 3 /4" (19 mm) thick formed from 0.021" (0.33 mm) sheet metal attached to the Mick wall on 24" (610 mm) centers with approved fasteners, and 1/:" (11.7 mm) Type X gypsum wallboards attached to the ( i metal furring strips with 1" (25 mm) long Type S screws spaced 3" (203 mm) on . center. I 2 -1.1 Two tells in wall thickness, units at least 40 percent solid. 1 1 I I 5 2.1.2 lWo cells in wall thickness. units at least 43 percent solid. 1 1 2.13 lwo cells in wall thickness, units at least 46 percent solid. r 1 1 8 • 2.1.4 1WO calls in wall thickness, units at least 49 percent solid. 1 8 2.1.5 Three or four cells in wall thickness, units at least 40 percent solid. I 1 8 2 -h.6 Three or four cells in wall thickness, units at least 43 percent solid. 2. Hollow clay 2-L7 Three of four cells in wall thickness, units at least a3 percent solid. I ■ S tile. nonloud- 2.1.5 I Three or four cells in wall thickness, units at least 53 percent .solid. 8 i • bearing 12 -1A I Three cells in wall thickness. units at least 40 percent solid. ? 1 12 1 2.1.10 I Ttuee cells in wall thickness, units at least 45 percent solid. 12 , 2 -1.11 I Three cetls in wall thickness, units at leant 49 percent solid. 1 12 1 2 -1.12 Two units :Ind three or four eclat in wall thickness. units at least 40 percent solid. 1 12 .• I' 1.13 I "No units and three or four alts in wall thickness. units at least 45 percent solid. i 12 I 1 1 . 1 2.1.14 1 Two units and three or four cells in wall thickness, units at least 53 percent solid. I 12 1 j 1 1 2 -1.15 Two or three units and four or five cults in wall thickness, units at lease 40 percent 1 16 I i solid. • . One cell in wall thickness. units at least 40 percent solid. I 6 4 �. Structural day 3-1.2 One cell in wall thickness. units at least 30 percent svlid.4 v 1 ; 1 tile. load- 3-1.3 Two cells in wall thickness. units at least 45 percent solid. tU 1 • 6 bearing i 3 -1.4 One cell in wall thickness. units at least 3) percent solid.•la l � . I 1 t 3.15 One cell in wall thickness. units et least 30 percent solid . 440- ; I 6 4 Two cells is wall thickness. units at least40 percent solid. t 4 -1.2 Two cells in wall thickness, units at least 49 perceat solid. 1 i S 4.1.3 Three or four cells to wall thickness, units at least 53 percent solid. 1 8 1 . 4-1.4 Two cells in wall thickness. units nt least 46 petcem solid 1 1 1 3 . 4. Hollow 1 4.1.5 Three cells in wall thiclatess. units a (east 40 percent solid. I 12 stmtxural clay • die. load- . 4.1.6 Two units and three cells in wall thickness. units at least 40 percent solid. i 12 bearing i 4-1.7 Two units and three or four cells in wall thickness. units at least 45 percent solid. 12 i 4 l.5 The cells in wall dtiekttcss units at lost 45 percent solid. 12 • • 4.1.9 1 Three rolls in wall thickness. units at least 49 percent solid. • 1 • 1.2 ; • • 4 .1.10 TWO units and four cells in wall thickness. units at least 43 percent Solid. 16 • 1 4.1.11 Two or three units and tour or five cells in wall thickness. units at least 40 percent • 16 • • j solid. i • • (Canttnawfi 1-79 Form 5a l Project Name: Page: LIGHTING - GENERAL 1. Interior Exceptions (Section 1316.1) ❑ No Interior Lighting. The building plans do not call for new or altered interior lighting. Skip to Item 4, Exterior Building Lighting — General, below. Exceptions ❑ Exception. The building or part of the building qualifies for an exception from code lighting Discussion of requirements. The applicable code exception is Section , Exception . Portions of the qualifying excep- building that qualify: tions on page 5 -7. 2. Local Shut -off Controls (Section 1316.1.2.1,1) X Complies. At least one local shut -off lighting control for every 2,000 square feet of lighted floor area and for all spaces enclosed by walls or ceiling height partitions. This control(s) is detailed in the building plans on drawing number hetAlii, Tc;; Exceptions J Exception. The building or part of the building qualifies for an exception. The applicable code Discussion of exception is Section 1316.1.2.1,1, Exception . Portions of the building that qualify: qualifying excep- tions on page 5 -8 3. Office Controls (Section 1316.1.2.1,2) .! Not an Office Occupancy over 2,000 square feet. S t Complies. All interior lighting systems are equipped with a separate automatic control to shut off the lighting and local override switching. These control(s) are detailed in the building plans on Exceptions drawing numberAfITOMATiel T//AA.E c7G} /A-C S1 / (-4.)1 va 6 pI{titte/0 Discussion of Exception. The building or part of the building qualifies for an exception. The applicable code qualifying excep- exception is Section 1316.1.2.1,2, Exception . Portions of the building that qualify: tions on page 5 -9 Definition 4. Exterior Building Lighting - General EXTERIOR ❑ No Exterior Building Lighting. Skip the rest of this form. BUILDING Com Com items 5 and 6 below. S W v a T LIGHTING is G lighting directed to O QS /f' /N /Id'L •ems illuminate the 5. Exterior Building Lighting Controls (Section 1316.1.2.2) exterior of the r� building and ya Complies. The building plans require that all exterior building lighting is equipped with automatic adjacent walkways controls described in Sec. 1316.1.2.2. These controls are detailed in the building plans o and loading areas drawing number with or without • canopies. J Exception. The exterior building lighting is intended for 24 -hour continuous use. 6. Exterior Building Lighting Power (Section 1316.2.2) Complies. The plans do not call for incandescent lamps greater than 10 Watts for use in c exterior building lighting. J Exception. The building plans indicate luminaires with incandescent lamps greater than 10 Watts, but they are 5 percent or less of the total installed exterior lamps. 1+1D UG ZJkb Worksheet 5 Project Name: Page: I LIGHTING SCHEDULE • Lum. ID is the dal (b) (c) (d) (e) (f) identification • number or lette used in your phsns Lamp' Ballast or specification Luminaire Lum. Power Table 'Enter the nur:- ID Luminaire Description No. Description No. Description (Watts) 5b and type of iar the luminaire. �G��� ;. . , "% L� Table 5b forlypcs IA © 2 - lamp codes. L� ' ', � S m ?Enter the numx- L_i ` ' v ∎ J ` i � I and type of baf in the luminaires =.r fluorescent an. Lc' - 4 ' Ty Z2 ` / high int III high intensity discharge lames t III typical ballast _- MAGSTD fo 1111 ■ _ MAG STD for Magnetic Stan. •MAG EE for Energy Efficie..T Magnetic *ELECT for j Electronic I See Table 5b f5 I other ballast I abbreviations. . I I h t I . IIII 1111 1111 . 1111 . E. ♦ C........ 0 IA 1.....1......1........a... • f iiTti 4977"ze-& Form 5b _ Project Name: R1j / //t6 Page: �� INTERIOR LIGHTING !?°ccu anc 7 Method (a) (b) (c) (d) (e) (f) (9) Lighting Budget Max Power Lighting Power • Floor Density Budget Group Occupancy Use Area (ft (W /ft ((c -d) x e) + f Retail or If area is Tess than 2,000 ft enter Merchandise area in (c), this row 0 3.4 0 (Group M only) If area is between 2;000 and 6,000 M ft enter area in (c), this row 2,000 2.5 6,800 If area exceeds 6,000 ft2, enter . area in (c), this row 6,000 1.7 16,800 l t (a) (b) (c) (d) (e) (f) Other Occupancy/ Floor Max Power Lighting Power Use Types Area Density Budget See page 5 -11 for Group Occupancy Use Ceiling Height (ft (W /ft _ d x e instructions. �,,,,�� p,, under 15 ft (3 1 4 1, 2, i c 2 4 CI'vlz. i c6 15 ft or more under 15 ft 15ft ormore under 15 ft • 15ft ormore • under 15 ft 15ft ormore 1. Total Interior Lighting Power Budget (Watts). Add amounts in column (g) 140 Building's Lighting 2. Total length of track lighting (ft) Power 3. Multiply line 2 by 37.5 Watts /ft - Track Lighting 4. Amperage of circuit breaker serving track lighting (amps) 5. Voltage of circuit breaker serving track lighting (volts) 6. Wattage of circuit breaker serving track lighting (multiply line 4 by line 5) e7 7. Track Lighting Power (enter smaller of line 3 or line 6) 4 All Other Lighting 8. Total Interior Lighting Power from Worksheet 5b 9. Total Control Credit from Worksheet 5c - 10. Total Adjusted Lighting Power (Watts). Add lines 7 and 8, subtract line 9 =,/ 247 Compliance Test 11. Does design meet budget? 1e, Enter "YES" if line 10 is Tess than line 1. Otherwise redesign. ' &'' e Worksheet 5b Project Name: �% ~teeor Page: INTERI ®R LIGHTING POWER 'Enter the quantity (a) (b) (c) (d) (e) (f) for every non- exempt luminaire. Do not consider Luminaire Lighting track lighting on this Room or Luminaire Quantity of Power Power worksheet. Track Sheet No. Room or Plans Designation ID Luminaires' (Watts) (d) x (e) lighting is ac ' /C _ ` /�C ,r�� counted for on �A�i•!y'�� 0 �� 6 Form 5b. & 4 iz� ce il 4o ' 3.2 44 ' ' z- ~ // Ie. toig 3260 iik 3 /.-sr /-,--A01 ' 4 • • 1 2 ZS 3ienc". k /N , -t 'i gatit, C " ( °, /2 25 34;t::. k 4i- tee/ 4 A01 fr- 1 Zs n � /.7 `2b�t-2- (o 19‘ < P�7 $ Pf7 7 / 4TC (o g !6 : Z CO 2 Additional pages maybe necessary if . building has more 1. Page Total. /2, rooms than there Total the amounts in column (f). Add the sum of all pages on Form 5b, line 8. are lines on this form. r /t Amok Cnrmn F. IA /i.rle,I .b. r r • . . . : .• eCt5ki orr-7-4 i . Form 5c Project Name: 'tY /7/ i Page: 4. . INTERIOR LIGHTING POWER - SPACE-BY-SPACE METHOD i.. :_..:, ,..-: . .,..,- ,:-.:.., , , :: - ,,r,„,_,:: -. : .- ;;T:,, - ,....":. -, ,:.. -- :i: , _...;,.;:.. -. ,,i -- ',..,: - , , :.:•H - ,:,, - _,; - ..-:1•: ; ,:.:.;:.-'.... - :''i:',: . .;'-f..; : .,- 1 '. - .:•.,,, "..:,.'.....•::.....:.." -.';!- ,.:..:,, '..''_;j: Deemed-to- Maximum Number of Luminaires Luminaire Description Areas Where Used Satisfy (a) (b) (c) (d) (e) ' (f) (g) (h) Approach Luminaire Minimum Luminaires Lamp Ballast N/A See p 5 for Space Types Pattern Spacing or per ft2 # Type # Type (4) Space/Room #(s) . instructions Grid 6'x8' glig 0.021 2 F32T8 1 M . • Grid ex8' IN 0.021 2 F40T12 1 E Ballast types used Classrooms Grid • 8'x8' 4::::::::ii 0.016 3 F32T8 1 E in this form: Cont. rows 6 apart Ma 0.042 1 F32T8 1 E M = Energy Efficient Cont. rows 10' apart iigiil 0.025 2 F32T8 1 E Magnetic E = Electronic Corridor(s) Single row 6' o.c. IN N/A 1 F32T8 1 E - Single row 10' o.c. AO N/A 2 F32T8 . 1 E Grid 6' x 8' Eigi:: 0.021 2 F32T8 1 M Office(s), private Grid 6' x 8' i:iiiii:!!!:::::: 0.021 2 F40T12 1 E Grid _ 6' x 6' i:::::iiiiiR 0.028 2 F17T8 1 E I Grid . 6' x8 §iiii 0.021 2 F32T8 1 E Office(s), open Grid 8' x 10' : 0.013 3 F32T8 1 E Grid 8' x 10' :iiiiii:iiiiiiii 0.013 3 F40T12 1 E Grid 6' x 3' . :i..•,:::N 0.021 1 F32T8 1 E or M Rest room(s) Grid 8' x 10' !R::::i:::!i! 0.013 2 F32T8 1 E or M .. Reception area(s) Grid 6' x 8' Imi:Iii:' 0.021 2 F32T8 1 M Storeroom(s) Grid 6' x 8' iiii:iiiiiiiii 0.021 1 F32T8 1 E or M Grid _ 8' x 10' aiiiiii:i 0.013 2 F32T8 1 E or M Calculation (a) (b) (c) (d) (e) (f) (9) (h) Approach . Lamp Ballast Max. Power Connected Budget (b) x Room ID & Density Luminaire # of Load (c) Identify and Space Types Area (ft (Wife) # Type # Type Power Luminaires (e) x (f) (Watts) describe luminaires in plans. 0 c 94 fro t t o It • Total ' - ' - ' • - % "Air - I • • '■ - ,TI! ' , ,, - 0 IPPIr1/4e. rActly 1 • If FE.....E712.111 Offitl 1 Total ..,. ,...., ._ . , .. ....... ,. I i 04* 0 /54e0 i '06 :,. 0 13141 /010 aggl Total ',. .-,,• ,.... ,.. ' ' . trjr1 Total :.,...•;i, •;M.,:.;" .... Lighting * Space Type Max. Power Density (W/ft Space Type Max. Power Density (W/ft Power , Accessory spaces 0.9 Medical exam rooms 1.9 Densities - Auditoriums 1.5 Offices (open) 1.4 ';',.1:::'::';,•' ..., Calculation Classrooms 1.5 Private offices 1.5 Approach Conference rooms 2.0 Reception areas 1.5 Corridors 0.9 Retail 1.9 Eating areas 1.2 Storage rooms 0.9 Grocery 1.9 Toilet rooms 0.9 Gyms 1.5 Warehouses 0.7 • Kitchens 2.0 Wholesale showrooms 1.7 , • Lobbies 1.5 . , nines _ _ ... . . %