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Home My WebLink About113 W 1st St - Engineering TECHNICAL Permit k o .14-4- Address Ili vJ u‘-k(, A Project description 11(le Ne) Date the permit was finaled 1 1 (0- Number of technical pages Mop Service Basin Model 62M Eto MUSTEE Preferred by the "Pros" 3i Y .1 f. n k w r' i- SEE PAGE 2 FOR A LIST OF ACCESSORIES! ri A -RFr i v rir Design features: *rt V5 E A r 1 All Mustee basins are one -piece molded from high impact resistant 'c W DURASTONE® structural fiberglass (24" x 24 y Integral, molded -in drain for connection to 3" ABS, PVC (Sch. 80) or cast iron Available drain seals,for connection to 2" pipe or 3" soil pipe Complete range of accessories to meet specific application needs Colorfast marbleized white finish Easy to install Code Accepted Mustee Mop Service Basins meet or exceed performance requirements as listed: International Association of Plumbing and Mechanical Officials (IAPMO) Listed g Warnock Hersey® (Canada) Listed —CSA test standards: Mop Basins #B45.0 c American National Standards Institute (ANSI)- Specification Z124.6 0 Inte"ek American Society of Testing and Materials (ASTM) D 635E 84 and E 162 RECEIVED gry•j CAN /ULC S102 -07 Burn and Smoke Test AUG 16 2010 CITY OF PORT ANGELES BUILDING DIVISION Specifications Model Number Color H x W x D UPC, Coffer-4) obi-- 62M White 8-1/4" x 24" x 24" 6 71031 00302 7 General: Fumish and install as shown on plans, Mop Sectional View Top View Service Basin model 62M, as manufactured by E.L. Mustee Sons, Inc. Unit to be one-piece molded fiberglass 24" made with matched metal molds using extreme heat and —`1 31 12" pressure. Height shall be 8 -1/4" with not less than 1" wide shoulder. Size 24" x 24': Drain shall be integrally. molded, 24" O complete with drain seal for installation of 3" ABS, PVC 12" (Sch. #80) and iron pipe. Removable stainless steel strainer. I Performance tested to meet or exceed ANSI Specifications 1 Z 124.1.2, Z 124.6 and FHA/HUD UM -73. Weight 21 lbs., cubic 24" feet 3.7. Install in compliance with local codes. MUSTEE EL. Mustee Sons, Inc. 5431 West 164th Street Brook Park, OH 44142 Phone: 216.267.3100 Fax: 216.267.9997 E -mail: info @mustee.com. Web: www.mustee.com Proudly made in the USA Notice: Our continuous commitment to product Improvement may result in changes to product specifications without notice. Patents pending. Made and Printed in U.S.A. �-r�� Mop Service Basin Model 62M /�I`' m Accessories Preferred by the "Pros" Service Faucet 0 r Model No. UPC y u 63.600A 6 71031 00277 8 r Heavy duty, chrome plated brass dual handle sink faucet with top reinforcing bar and pail hook on spout. Hose and Hose Holder 64 r 4t m Model No. UPC 65.700 6 71031 00196 2 Heavy duty 5/8" dia. reinforced 31" rubber hose with brass couplings on one end. Spring loaded, molded rubber hose holder mounts on stainless steel wall plate. Mop Hanger 3 F7 ,o Model No. UPC 4.;: 2 7 M g 65.600 6 71031 00195 5 i I Three spring loaded rubber holders mounted to a 3" x 24" stainless steel wall plate. Click here for more information. Bumper Guards Ms r ME Available in high impact resistant molded vinyl (3 versions) or stainless steel (2 versions). it 4 Model No. UPC N`s J High impact resistant vinyl 62.401 21 -1/2" Long 6 71031 00403 1 DURAGUARD'" Wall Guards �r Protects wall surfaces from splashing and damage from impacts, 12" height, 20 gauge #304 stainless steel. W 4,31 M odel No. UPC 1 t 67.2424 Two panels bracket for 24" x 24" corner 6 71031 00293 8 Optional Seals aa. i q For installations with the following pipe connections: 'Wa 4404 k Model No. UPC f 7t 65.308 For 2" PVC, ABS and iron 6 71031 00303 4 ;`d" 65.309 For 3" PVC, ABS and iron,(Included w /mop basin) 6 71031 00304 1 65.311 For 3" soil pipe (No -Hub) 6 71031 00305 8 1 V 1 Email info@mustee.com. Web: e www.mu ee com Brook Proudly made in the USA Phone: 2,6.287.3100 Fax: 216.267.9997 Notice: Our continuous commitment to product Improvement may result In changes to product specifications without notice. Patents pending. Made and Printed in USA. 6t a o.- y b`K:...v,'- i, v y4. p x ,W;'- n a. b 'It4 4'+ dz ,x4 Made In The Royal® Model Ir o .—ah EU Flushometer 0 0 HIGH EFFICIENCY URINAL Description oft Exposed Urinal Flushometer, for 3 /a" top spud urinals. I Flush Cycle i CI Model 186 -0.13 (0.13 gpf /0.5 Lpf) fik z CI Model 186 -0.25 (0.25 gpf /0.9 Lpf) r t w 3 Model 186 -0.5 (0.5 gpf /1.9 Lpf) Specifications Quiet, Exposed, Diaphragm Type, Chrome Plated Urinal Flushometer with the following L. features: •t PERMEXTM Synthetic Rubber Diaphragm with Dual Filtered Fixed Bypass r A DA Compliant Metal Oscillating Non -Hold -Open Handle with Triple Seal Handle. 1 Packing a/" I.P.S. Screwdriver Bak -Chek® Angle Stop Free Spinning Vandal Resistant Stop Cap Adjustable Tailpiece High Back Pressure Vacuum Breaker Flush Connection with One -piece Bottom Hex Coupling Nut Spud Coupling and Flange for 3" Top Spud Sweat Solder Adapter w /Cover Tube Cast Wall Flange w /Set Screw High Copper, Low Zinc Brass Castings for Dezincification Resistance 4 ;r Non- Hold -Open Handle, Fixed Metering Bypass and No External Volume Adjustment to Ensure Water Conservation Hush Accuracy Controlled by CIDTM Technology Made r M1 Energy Diaphragm, Handle Packing, Stop Seat and Vacuum Breaker molded from PERMEXT Renewable Rubber Compound for Chloramine Resistance 100% of the .energy used in manufacturing is offset with Renewable Energy Sources Wind Energy Valve Body, Cover, Tailpiece and Control Stop shall be in conformance with ASTM Alloy Classification for Semi -Red Brass. Valve shall be in compliance to the applicable sections of ASSE 1037. Variations a it HL 3" Metal Oscillating Push Button on front of valve .kti t y,` r Jiiri& F4V Y ,'irrd��;: M f!a` e_ k4,3' (does not meet ADA requirements) SG SaniGuard® Antimicrobial Handle and Socket --I 1-21/4" MIN. (57mm) Accessories r C1 Eli 3 /4"I.P.S. See Accessories Section of the Sloan catalog for details on these and other Flushometer :f n;1 SUPPLY variations. I 1r 4 (ON 20mm) 1 (121mm) Fl7ttt�res 11 h" Consult Sloan for Sloan brand matching fixture options. (2g2mm) I CENTERLINE OF FIXTURE E 4 Certified O Listed by I.A.P.M.O. is This space for Architect/Engineer approval Job Name Date Model Specified Duantity J Variations Specified Customer/Wholesaler Contractor FIN. —FIN. FLOOR Architect WALL The information contained in this document is subject to change without notice. SLDI N SLOAN VALVE COMPANY 10500 SEYMOUR AVE. FRANKLIN PARK, IL. 60131 Royal 186 S.S. Rev. Oa (03/10) Ph:1- 800 -982 -5839 or 1- 847 671 -4300 Fax: 1-800-447-8329 or 1 -847- 671 -4380 Copyright 2010 SLOAN VALVE COMPANY www.sloanvalve.com KOHLER® DEXTERTM Features URINAL Vitreous china K- 5016 -ET Siphon jet 3/4" top spud ADA Includes inlet and outlet spuds and hangers Includes anti backsplash wall '14 -1/2" (36.8 cm) extended rim 0.5 gpf (1.9 Ipf) to 1 gpf (3.8 Ipf) j Codes /Standards Applicable Specified model meets or exceeds the following: ASME A 112.19.2/CSA B45.1 ICC /ANSI A117.1 i .ADA Colors /Finishes 0: White Other: Refer to Price Book for additional colors /finishes Specified Model Model Description Colors/Finishes K- 5016 -ET 3/4" top spud urinal 0 0 Other Product Specification Siphon jet urinal shall be made of vitreous china with a 3/4" top spud. Urinal shall include inlet and outlet spuds and hangers. Urinal shall include anti backsplash wall. Urinal shall use 0.5 gpf (1.9 Ipf) to 1 gpf (3.8 Ipf). Urinal shall have a 14 -1/2" (36.8 cm) extended rim. Urinal shall be Kohler Model K- 5016 -ET Page 1 of 2 USA/Canada: 1- 800- 4KOHLER 116345 -4 -AF (1- 800 456 -4537) www.kohler.com KOHLER® KINGSTONTM Features WALL -MOUNT LAVATORY Vitreous china K-2005 Wall -mount ALSO K -2006, K -2007 With hanger With overflow ADA ADA compliant Drilled for concealed arm carrier Optional soap dispenser hole on left -L) or right -R) 8" (20.3 cm) centers, 4" (10.2 cm), centers or single hole 21 -1/4" (54 cm) x 18 -1/8" (46 cm) Codes /Standards Applicable Specified model meets or exceeds the following: ADA ASME A 112.19.2/CSA 845.1 ICC /ANSI A117.1 Colors /Finishes 0: white Other: Refer to Price Book for additional colors /finishes Accessories: CP: Polished Chrome Other: Refer to Price Book for additional colors /finishes Specified Model Model Description Colors/Finishes K -2005 Lavatory with 4" (10.2 cm) centers less soap dispenser hole 0 0 Other K- 2005 -L Lavatory with 4" (10.2 cm) centers with soap dispenser hole on left 0 0 0 Other K- 2005 -R Lavatory with 4" (10.2 cm) centers with soap dispenser hole on right 0 0 0 Other K -2006 Lavatory with 8" (20.3 cm) centers less soap dispenser hole 0 0 Other K -2007 Lavatory with single hole Tess soap dispenser hole 0 0 0 Other K- 2007 -L Lavatory with single hole with soap dispenser hole on left 0 0 0 Other K- 2007 -R Lavatory with single hole with soap dispenser hole on right 0 0 .0 Other Recommended Accessories K -8998 P -Trap 0 CP Other Product Specification The lavatory shall be 21 -1/4" (54 cm) in length and 18 -1/8" (46 cm) in width. Lavatory shall be made of vitreous china. Lavatory shall be wall- mounted with hangers. Lavatory shall have 8" (20.3 cm) centers (K- 2006), 4" (10.2 cm) centers (K- 2005), or single hole (K- 2007). Lavatory shall have overflow. Lavatory shall be ADA compliant. Lavatory shall be drilled for concealed arm carrier. Lavatory shall have optional soap dispenser hole left -L) or right -R): Lavatory shall be Kohler Model K- Page 1 of 2 USA/Canada: 1- 800- 4KOHLER 116611-4-CH (1- 800 456 -4537) www.kohler.com KINGSTOWN] Technical Information Installation Notes Install this product according to the installation guide. Lavatory is ADA compliant. For commercial installation a concealed arm carrier is ADA required, and is NOT supplied by Kohler Co. Fixture Basin area 16" (40.6 cm) x 10" (25.4 cm) Water depth 3 -1/8" (7.9 cm) Drain hole 1 -3/4" (4.4 cm) D. Approximate measurements for comparison only. Holes K -2005 K -2006 K -2007 Spout 1-1/4" 1 -3/8" 1 -3/8" (3.2 cm) D. (3.5 cm) D. (3.5 cm) D. Faucet 1 -1/4" 1 -3/8" NA (3.2 cm) D. (3.5 cm) D. Soap 1 -1/4" NA 1 -1/4" dispenser (3.2 cm) D. (3.2 cm) D. Included component: Hanger 64839 Concealed Arm 18 -1/8" (46 cm Hole Location K 2006 1/2" (1.3 cm) 2 "45'10 2 c 34" m 3 -3/4" (9.5 cm) 4" (10.2 cm) I Faucet Holes (86.4 cm) m 8 -1/2" gip s w•� Id 8 -3/8" 8 is 13 -3/4" (21.6 cm) nn/ 1 1 Max (21.3 cm) .3 cm) ;S (34.9 cm) U 18-1/8" 27" I Min 6" (15.2 cm) it Al Leveling (46 cm) (68.6 cm) Max `e�� J 1 Screw Slot Min f 1 -1/4" (3.2 cm) D. 17 1/4" (43.8 cm) 1 -1/4" (3.2 cm) D. I N2n.9 cm) Leveling Screw Locking Device Hole 21 1/4" (54 cm) Hole Recommended ADA Installation' 8 -1/4" (21 cm) 12" K -2005 4" (10.2 cm) r 3-3/4" h -(11.1 cm) (18.4 cm) L U 33-1/4" 29 -1/8" 3/8 3/8" Cold 31 4 -1/2" (11.4 cm) (84.5 cm) (74 cm) Hot (78.7 cm) K 2007 1 -1/4" OD 12 -7/8 11 4 -3/8" (11.1. cm) A 4" (10.2 cm). (32.7 cm) 4 -1/4" 3 -3/4" Standard Installation (10.8 cm) r .7• Anoka' (9.5 cm) Product Diagram KINGSTONTM WALL -MOUNT LAVATORY THE BOLD LOOK Page 2 of 116611-4-CH OI KOHLER. -C tio MOEN® Specifications COMMERCIAL FAUCET DESCRIPTION ADA 0 Brass construction with chrome plated finish 4" centerset (5 1/2" IPS connections ,A11161/� Vandal resistant torx head screws Vandal resistant aerator OPERATION Lever style handles with hot and cold color indicators 1 FLOW ,Aerator is limited to 2.2 gpm max. (8.3 L /min) Aerator is limited to .5 gpm max. for model 8211 CARTRIDGE Brass shell, ceramic disc cartridge 1/4 turn operation Two-Handle Lavatory Faucet STANDARDS Third party certified to meet CSA B -125, ASME A112.18.1 M, ANSI A117.1 and all applicable specifications Models: CA8210, CA8211, CA8218 "referenced therein *CA8218 uses CA14750 grid strainer Contains no more than 0.25% weighted average lead content Certified to ANSI /NSF 61/9 NOTE: Designed to be installed through Complies with California Proposition 65 and with the 2 holes 1" min. dia. Federal Safe Drinking Water Act WARRANTY Warranted for five years against material or manufacturing defects 8 -5/8" 5 -1/2 (219mm) (140mm) 4- 2- 1/2 00..-1- (64mm) /i IIIIt 4-1/2" H 4( }J (121mm) I 2 -7/8" 3. (73mm) (76mm) /r r i I 2 -1/2" (64mm l i 2 -1/4" I, 4" .I_ (57mm) (102mm) t 6" (153mm) CRITICAL DIMENSIONS (DO NOT SCALE) MOEN SPECIFIER SERVICES 1- 800 321 -8809 Ext. 2158 www.moen.com KOHLER. HIGHLINE Features CLASS FIVE TOILET WITH Vitreous china INSULINER INSULATED TANK Elongated bowl K- 3653 -U Class Five flushing system ALSO K- 3653 -UR 12" (30.5 cm) rough -in ADA Less seat and supply 2 -1/8" (5.4 cm) glazed trapway Insuliner insulated tank lining 1.6 gpf (6 Ipf) 44 40 1. 11 -1/2" (29.2 cm) x 8 -3/4" (22.2 cm) water area 30" (76.2 cm) x 20" (50.8 cm) x 30" (76.2 cm) Codes /Standards Applicable Specified model meets or exceeds the following: �0 ADA ASME A 112.19.2/CSA B45.1 '2411 ICC /ANSI A117.1 Colors /Finishes 0: White Other: Refer to Price Book for additional colors /finishes Accessories 0: White CP: Polished Chrome PB: Vibrant Polished Brass Other: Refer to Price Book for additional colors /finishes Specified Model Model Description Trip Lever Colors /Finishes K- 3653 -U Class Five toilet with Insuliner insulated tank left -hand 0 0 0 Other K- 3653 -UR Class Five toilet with Insuliner insulated tank right -hand 0 0 -0 Other Recommended Accessories K -4650 LustraTM elongated open -front toilet seat for ADA compliance 0 0 Other K -4653 French CurveTM seat with cover 0 0 Other K -4664 •BreviaTM seat with cover 0 0 Other K -7637 Angle supply with stop 3/8" NPT CP PB Other Product Specification The toilet with elongated bowl shall be made of vitreous china. Toilet shall be 30" (76.2 cm) in length, 20" (50.8 cm) in width, and 30" (76.2 cm) in height with a 11 -1/2" (29.2 cm) x 8 -3/4" (22.2 cm) water area. Toilet shall be 1.6 gpf (6 Ipf) with Class Five flushing system. Toilet shall have 2 -1/8" (5.4 cm) glazed trapway and Insuliner insulated tank lining. Toilet shall be 12" (30.5 cm) rough -in and less seat and supply. Toilet shall be Kohler Model K -3653- Page 1 of 2 USA/Canada: 1- 800- 4KOHLER 1114446-4-D (1- 800 -456 -4537) www.kohler.com f' HIGHLINE Technical Information Installation Notes Install this product according to the installation guide. Fixture: Will comply with the American Disabilities Act (ADA) when Configuration two- piece, elongated installed per the requirements of the. Accessibility Guidelines, Water per flush 1.6 gal (6 L) Section 604 Water Closets, of the Act. The Model Plumbing Passageway 2 -1/8" (5.4 cm) Codes require the installation of elongated open -front toilet Water area 11 -1/2" (29.2 cm) x seats in public bathrooms. 8 -3/4" (22.2 cm) Section 604 states the required height of the toilet is 17" Water depth from rim 6 -1/4" (15.9 cm) (43.2 cm) to 19" (48.3 cm) from the floor to the top of.the seat Seat post hole centers 5 -1/2" (14 cm) to meet ADA requirements. Included components: Tank cover 1052368 Tank cover locks 1052368 -T Bowl K -4298 Tank, Insulined, LH trip lever K- 4483 -U Tank, Insulined, RH trip lever K- 4483 -UR Tank, Insulined, LH trip lever, K- 4483 -UT cover locks Tank, Insulined, RH trip lever, K- 4483 -RZ cover locks o ID I 1/4" (6 mm) 30" (76.2 cm) 8 -7/8" 20" (50.8 cm) (22.5 cm) 1 I t I I Front of Bowl 15" (38.1 cm) 15 -3/4" 3" 30., (40 cm) (7.6 cm) 1 14 �11�� (76.2 cm) (7 [7-- 16 -1/2" (41.9 cm) �f 10 5" (25.4 cm) .t (12.7 cm) I 9 of Outlet 3/8" NPT Supply (22,9, cm) 12" (30.5 cm) 4 -1/2" (11.4 cm) Product Diagram f HIGHLINE CLASS FIVE TOILET WITH INSULINER INSULATED TANK THE BOLD LOOK Page 4 of 2 OF KoHLER 1114446-4-D 360/ 360/307 683 -3901 7822 A a v "r 360/ 385-5354 NEAFINO co. 227 West Cedar Street Sequim, WA. 98382 FAX: 683 -3971 INDOOR AIR EXPERTS www.airfloheating.com August 16, 2010 3 Attn: Jacob Oppelt iacoboppeltaa,gmail.com Re: Jake's Place After an on site inspection I propose the following. Provide and Install a 108" x 42" Class 1 Stainless commercial hood with filters, 3 lights and a grease trap. This will include a 3000 CFM roof mounted ventilator with hinged access for cleaning, vented roof curb and all welded 16" x 16" 16 gage steel exhaust ducting. Provide and install a 2400 CFM Make up air filtered fan box, roof curb and a supply air duct into the front of the hood. Provide and install a 36" x 42" Class 2 Stainless vapor hood over dishwasher. This will include welded 8" x 8" —16 gage steel ducting up at a 45 degree angle for condensation into the flue as specified by manufacture. Provideand draft an as -built design for the City of Port Angeles. This includes all labor and material for the work listed above. All permits, roofing, electrical and fire shaft enclosure are not included in proposal, but I would help with design and scheduling. Cost:$ 13,546.00 sales tax RECEIVED T. you AUG 162010 CITY OF PORT ANGELES BUILDING DIVISION Jo Berson 10 L i Ike, Cep boar 4 ri trerIiKA d. 5_, A r sttibt r v ,,11 00N riv"i" v e er ii 4P 15 ci tO r i ov td 1 i4.v i I 1 ■ot 2 4 1 N. r r 5 1) '2 (#‘5 t, O 16°C V. 6 Y rti Ce r,..).? r 1 liA a- Floe(' 3"A:t a 4 P i -0.- Va-c.ft, e /1/46,3 1 .Li 2.1 1 1 4, 10 r UktPt 5174.i°' r. BER H I G H Q U A L I T Y S T A I N L E S S STEEL LAMBERTSON 18-GAME STAINLESS STEEL U.L. LISTED MA KE UP :AIR EXHAUST 'HOOD WORK SHEET Q I---_ 11 "MIN 7 -22 -10 ZIP CODE J CUSTOMER AIR FLOW HEATING ATTEtTrION JOEL 1= 1"1 --1 1 1144 Mw FAX 360-583-3971 1 PHONE 360 -533 -3901 —EXT iill 1 EMAIL 41 CUSTOMER PO 6 /2 !JEN CUSTOMER SERVICE REP KEN OPTIONAL SUPPLY PAYMENT OPTIONS DCREDTT CARD El ACCOUNT CP AIR PLENUM CC CC EXP. DATE SEC# APPROVED: DATE TYPES'OF =LIKING aEQWIPIVMENT I.IGNT DUTY OVEN- RANGE KETTLE ei usT ED Approved With UL710 standards designed for ifIED9UIYI DU#Y FRYER GRIDDLE Min4." 400 and 600 cooking equipment. Q HEAVY UIDTY 1 1 7 e` Model UL. B11 MUA, -42 9 CITY:: NET PRICE D =OPTIONS REQUIRE17. IIIII .5ee- APuJ s c EXHAUST VENTILATION -DUB5H- Sic re Spe-C- LI GREASE COLLECTOR BOX FGC-1B FIXED VENTILATION CURB- FVCIS (W/HINGE KIT) s r 0 ROOF SUPPLY UNIT t2-1 FILTERED SUPPLY FAN Q ROOF SUPPLY CURB- F1.ZC 131 3" STAINLESS STEEL AIR SPACE ALUMINUM FILTERS U.L. LISTED Ci -HOOD HANGER BRACKETS (SET OF 4) U -HHB v 0 FULL LENGTH PERFORATED PLENUM AIR SUPPLY EXTERNAL 0 UL- BH-MUA -42-9 LEtt1GTH 108" "WIDTH 42" ME f GREASE PROOF LIGHTS U.L LISTED Li-LSS -2003 STAINLESS STEEL GREASE CUP- 3" 5/S DUCT COLLAR 12 VENTILATION 1X (14X 14 X 3) WELDED INTO POSrnON Q SUPPLY 2X (9 X 15 X 3) PURCHASE TOTAL S 7 +'FREIGH'T :.S F.O.B. FACTORY GRAND TOTAL S MEM 1335 ALEXANDRIA COURT LAMBERTSON INDUSTRIES, INC. WWW-LAMBERTSON.COM SPARKS. NV 89434 PHONE 775 857 1 100 SAL,ESOL.AMBERT N.COM TOLL -FREE 800 548.3334 t room W F 775 85 4110 7.3289 f c 1 0,5j- 00-V- Cfita-d G99 4" 0 LAMBER I-I 1 G I-I Q U A L I T Y S T A I N L E S S S1 E EL 0 LAMBERTSDN STAINLESS STEEL HOODS ARE FULLY ISM0 U. LIST:ED AND 'MANUFACTURED TO•U.L.°710 STANDARDS op, 'htktnrour CLEAR FORM 55 I 48" 60" U.L. LISTED 45" 3 S TAINLESS STEEL HOOD 1 42" 1 r"1 18 GAUGE STAINLESS STEEL J r UDC-SOB-2 NOTES 21" 21" l a Rums 1 Apprtmecl g41� 3 "RIR SPACE REM 1 Ucsi for Cooking Equipment Approved 7Conking s Equipment may- 9� 4 C� i 0 ,....0 'H0DD HANGER EXHAUST 1 BRACKETS c 9UCTCOLLAR f 1- MGAUGEHATCHANNEL 31f2- a T-;:- 0.1 'Nam Totoo *oil T OF HOODrtitf•H 14" 55" r y w r 1 n 31/2' 0 0 T Q VAPOR PROOF LIGHTS O i 3 �'r T STANDARD LOCATION FOR 9I SUPPLY AIR 1 10" HOD) MOUNTING BRACKETS 1 T5" 1--- ----1 I NOTES: •TCOP VIEW- HOOD LENGTH 2X SUPPLY DUCTS INTO PLENUM 1.06" MIMI I 6 GAUGE WFLDED IIIIIIII DUCT PIPE U.L.ALUMINUM FILTERS ,L,T u1 O 21" I O j_ N IiiN1iI11IIIIll paces GUTTER (UBC- 508.3) HMONBLE GRASS COLLECTOR ,LAMBEJT5ON'STA /NL.E$$ 5TEEL,P/ ODUCT.S•ARE MSE. •CERTFFIED A' ND MEET STANDA RD .0,2D0.21B14 1335 ALEXANDRIA COURT LAMBERTSON INDUSTRIES, INC. w .LAMBERTSON.COM SPARKS, NV 89434 PHONE 775.857 1100 SALES @LAMB RTSON.COM TOLL•IFREE 800.548.3324 1 e m Well HOOD SCHEMATICS 7 a a 1 I j R IN H I G H C U A L I T Y' S T A I N L E S S S T E E Ifs i1 x 11:8-GAUGE STAINLESS :STEEL •CLASS 11 VAPOR HOOD ORDER FORM DATE 9; I, 1 0 ZIP CODE CUSTOMER ttr- .'V; VS 1 244 E MEMMEMM■M ATTENTION D r PHONE -MR EMAIL CUSTOMER PO CUSTOMER SERVICE REP 0 Q 4 PAYMENT OPTIONS LI CREDIT CARD 11 ACCOUNT 0 CC CC EXP. DATE SEC# 18" APPROVED: DATE Model HWM -VH SG 'A QTY 'NET PRICE D 'OPTIONS :REQUIRED ELT DRIVE alrgiffai o UL L STED SPECIF LI I- -US VENTILATOR Ay L 0 2 FIXED VENTILATION CURB: LI.FVC- 1'1 3 S" SIS DUCT COLLAR (WELDED IN POSITON) 44 -HOOD HANGER BRACKETS (SET OF.4) S VAPOR DRIP J .6 HWM -VH- G `4 2. LENGTH .r -WIDTH it 0 7- GREASE PROOF LIGHTS UL LISTED PLlR CHASE TOTAL FREIGHT IS E0 c u G P AND TOTAL 4335 ALEXANDRIA COURT LAMBERTSON INDUSTRIES, INC. WWW.LAMBERTSON.COM SPARKS, NV 89434 PHONE 775.857 1 100 SALES @LAMBERTSON.COt4 TOLL -FREE 80D 548.3324 si on ;i „ih r FAX 775 •857 •3289 1~ l�` on, ram l�01 i HOODS 30 LIMO ami Nola Fan Submittal http /appl.captiveaire.com/Order/ Fans /SubmittaLaspx ?jid= 9623748&] d,.. r1sto AtOfflif Order 1199185 LAMBERTSON 8- 12 -10 �$Y tseUc six�L �T.u: Fan #1 BDU24HP 222 lbs. /48 curb) High Pressure Belt Drive Centrifugal Upbiast Exhaust Fan Construction Features: with 24' wheel Construction Features Exhaust Motor: Housing constructed of heavy gauge aluminum A Model 001580S1BA0F56 -40PP, 1.5 HP, I Phs, 115 V, 20.4 Centrifugal backward inclined, non overloading wheel built FLA, ODP (Open Drip Proof) out of 3003 -H14 aluminum Weatherproof safety disconnect switch 0 Grease spout welded to housing 4 Exhaust Motor Pulleys: Vibration isolators *Adjustable pitch drive assemblies Part Type Oty Brownina Turns out A Adjustable motor mount A Ball bearing motors 9 Forces fresh air through motor to ensure long motor life Belt 1 AX25 Corrosion resistant fasteners 9 Thermal overload Blower Pulley 1 AK54 x 1 protection 9 High heat operation (300 4F) Rated for restaurant and general ventilation applications Q UL705 Motor Pulley 1 11/L40 x 5/8 3.5 and UL762 9 Grease classification tested Exhaust Performance: Volume: 3000 cfm RPM: 975 TS: 6318 ft /min Selected Options: SP. -1.5" w.g. BHP: 1.334 Grease Cup for kitchen -duty centrifugal exhaust fans, Box Dimensions 15 -3/4 L X 5 -1/16 W X 3 -3/4 H (18 GA.) Altitude: 4404' Amb. Temp: 70 °F. (Includes Down Spout) 1 of 3 8/13/2010 8:36 AM Nola Fan Submittal http /appl.captiveaire.com/Order/ Fans /Submittal. aspx ?jid= 962374 FF/tTtJRFS1 43 3/B ROOF MOJNTED FANS RESTAURANT MODEL UL705 AND UL762 I AMCA SOUND AND AIR CERTIFIED WIRING FROM MOTOR TO DISCONNECT SWITCH WEATHERPROOF DISCONNECT HIGH HEAT OPERATION 3007 (149°C) GREASE CLASSIFICATION TESTING d III C 87 1/2 I l- NORMAL TEMPERATURE 7E7 i EXHAUST FAN E 30 5/8 WHILE EXHAUSTING AIR AT 300 °F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIARATING EFFECTS TO THE FAN WHICH 4 WOULD CAUSE LNSAFE OPERATION. I ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY II 'gIHILE EXHAUSTING BURNING GREASE VAPORS 2 J AT 600 °F 0316 °C] FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING E3 7/6 DAMAGED TO ANY ERTENT THAT COULD CAUSE 26 7$ 52 2/4 AN UNSAFE CONDITION, 28 33 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN CBI' OTHERS) 1 Pa' 31 1/3' VENTED CURB 20 GAUGE STEEL CONSTRUCTION 3' FLANGE ROOF OPENING 28 29 DIMENSIONS 2 of 3 8/13/2010 8:36 AM Nola -Fan Submittal http: /appl.captiveaire.com/ Order Fans Submittal .aspx ?jid= 9.623748cj-4._. R f n S 7 S RPM 1 X34 Pat s l ?:9 dam 3?tea5s na .4 #ir Ca re wire aciuste.d :far iak :s c i.fi :ta perako.se 00 m j y 4115` 1 1 dab E:, 4 Qt .bra 3'.:1.e ,tp N.1: A.,,,:;,*,,,. Q +.Lt "x a ]i 4 .zµ 2O.Q Q 4Q611'; 4009' :SAS :60141) •7000: =89€ t ..90At3. Ab.0 M BDU24HP exhaust sound data 975 RPM: LWA: 79 Sones: 15.5 DBA: 67.5 Octave 1 Octave 2 Octave 3 Octave 4 Octave 5 Octave 6 Octave 7 Octave 8 71.7 80.3 84.7 74.5 69.2 65.7 61.2 57.7 3 of 3 8/13 /2010 8:36 AM Nola Fan Submittal http: /appI. captiveaire. com Order Fans Submittal .aspx?jid 9623748;1.... toto.%‘ Rion' Order 1199185 LAMBERTSON 8 -12 -10 Fan #2 NSAl2 268 lbs. /45 .arti Supply Unit with 12" Blower in Size #2 Housing Construction Features: Supply Motor: Construction Features Model 001180S1BAOD56 -48PP, 1 HP, 1 Phs, 115 V, 14.0 Housing constructed of heavy duty G90 galvanized steel 4 FLA, ODP (Open Drip Proof) Forward curved centrifugal blower wheel 0 Vibration isolation 4 Adjustable drive assemblies 4 Adjustable Supply Motor Pulleys: motor mount Q Ball bearing motors p Heavy duty, Part Type Oty Browning Tums Out pre-lubricated bearings rated for 200,000 hours of operation 4 Static resistant belts Service lid 9 Belt 1 AX47 Horizontal down discharge 4 Weatherproof safety Blower Pulley 1 AK79 x 1 disconnect switch 9 2" washable intake filters High Efficiency Motors Motor Pulley 1 1VP50 x 5/8 2.5 Supply Performance: Blower: Volume: 2400 cfm RPM: 926 TS: 2909 ft /min 12" forward curved, centrifugal blower. Permanently SP; 1.054" w g lubricated ball bearings. Galvanized finish. 1500 -5000 CFM. 1" x 22" Shaft. 2140 max. RPM. Used in heated and (1.000" Ext. 0.0542" Int.) non heated supply fans. BHP: 0.725 Altitude: 4404' Amb. Temp: 70 °F Intake: Sloped Filtered Intake for Size #2 Standard Untempered Make -Up Air Unit with 12" blower wheel. 26.75" Wide x 29.25" Long x 31.5" High. Includes 2" MV EZ Kleen Metal Mesh Filters. Filters: 2x MV EZ Kleen Metal Mesh Filter. 20 "x 25 "x 2" Used for heater and supply fan intakes. (3416) 1 of3 8 /13 /2010 8:50 AM Nola Fan Submittal http: /appl .captiveaire.com/ Order Fans /SubmittaLaspx ?jid- 952374804._ 1 BLOWER DISCHAR :7/ 13 3/4' 1 1 I 8 3,03` f II i3 all 35'" 59 1/4" 40' SERVICE DISCONNECT S1'(TCH c AIRFLOW AIRFL04! 35' BLOWER EU' 20' EQUIPMENT CURB 1 32 1/2' 3E 1/2' 2 of 3 8/13/2010 8:50 AM Nola Fan Submittal http: /appI.captiveaire.com/ Order Fans /Submittal.aspx ?jid= 962374 -8 L. .24M 1 ;and 0 ;725 afp g P deg F r (dse rt4t th t lht Ct�r 4" 4Y r. pd ktSt tl. 46i .ltd$ spetati f.erstperc tt,rz a.oti• z1Gl x�t}� kh7 j• i L 75.4 5377 .i ?ttsi SP( ��''''__``�y ��b{ {ryyam� 4.Q0 7 �r".>x- ::t'l: ^1 iy y jam i 'y f t}.7ra. x. t.500 `40100 '25 3: 50 Q D RQ99 ;45£00 NSAl2 supply sound data 926 RPM: LWA: 87.3 Sones: 28 DBA: 75.8 Octave 1 Octave 2 Octave 3 Octave 4 Octave 5 Octave 6 Octave 7 Octave 8 92.5 92.6 87.2 84.1 79.5 79.4 75.9 72.7 3 a 3 8/13/2010 8:50 AM A R C H I C T S V,y 319 s. peabody, suite b, port angeles, wa 98362 G 360.452.6116 fax 360.452.7064 Project: Project No, tam=e Subject: By: w Date: .,J y) ta sii Sheet 1 of vg` L 40 v 5)/ i i Project: page Location: Floor Joist 1 Floor Joist [2009 International Building Code(2005 NDS)] of SERIES 20 Plus 11.875 Louisiana Pacific x 15.0 FT 12 O.C. Section Adequate By: 22.1% Controlling Factor: Deflection StruCalc Version 8.0.100.0 7/13/2010 12:42:49 PM DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN L/586 Dead Load 0.06 in Total Load 0.37 IN U488 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: U360 REACTIONS A B Live Load 563 Ib 563 Ib Dead Load 113 Ib 113 Ib Total Load 675 Ib 675 Ib Bearing Length 1.75 in 1.75 in Web Stiffeners No No BEAM DATA Center w Span Length 15 ft 15 f< Unbraced Length -Top 0 ft Unbraced Length- Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. JOIST LOADING Floor Duration Factor 1.00 Uniform Floor Loading Center I -JOIST PROPERTIES Live Load LL 75 psf SERIES 20 Plus 11.875 Louisiana Pacific Dead Load DL 15 psf Base Values Adjusted Total Load TL 90 psf Moment Cap: Mcap 3755 ft-lb Mcap' 3755 ft -Ib TL Adj. For Joist Spacing wT 90 plf Cd 1.00 Shear Stress: Vcap 1350 Ib Vcap' 1350 Ib Cd 1.00 End Reaction: Rcap 970 Ib Rcap' 970 Ib Cd 1.00 w/ web stiffeners: RcapWS 1275 Ib RcapWS' 1275 Ib Cd 1.00 Interior Reaction: IRcap 2235 Ib IRcap' 2235 Ib Cd 1.00 w/ web stiffeners: (RcapWS 2525 Ib IRcapWS' 2525 Ib Cd =1.00 E.I.: El 318 Ib -in2 El' 318 Ib -in2 Controlling Moment2531 ft -Ib 7.5 Ft from left support of span 3 (Right Span) Created by combining all dead and live loads. Controlling Shear: 675 Ib 0.0 Ft from left support of span 2 (Center Span) Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided E.I.: 260 in2 -Ib E6 318 in2 -lb xE6 Moment: 2531 ft-Ib 3755 ft-lb Shear: 675 Ib 1350 Ib NOTES page Project: Location: Uniformly Loaded Floor Beam 1 Uniformly Loaded Floor Beam 1,4 [2009 International Building Code(2005 NDS)] or 5.125 IN x 16.5IN x 16.5 FT 24F -V4 Visually Graded Western Species Dry Use Section Adequate By: 0.8% StruCalc Version 8.0.100.0 7/13/2010 7:21:27 AM Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.53 IN L/371 Dead Load 0.12 in Total Load 0.65 IN L/305 Live Load Deflection Criteria: L /360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 9127 Ib 9127 Ib Dead Load 1977 Ib 1977 Ib Total Load 11103 Ib 11103 Ib Bearing Length 3.33 in 3.33 in BEAM DATA Center Span Length 16.5 ft 16.5 it Unbraced Length -Top 1.67 ft Floor Duration Factor 1.00 Camber Adj. Factor 1 FLOOR LOADING Camber Required 0.12 Side 1 Side 2 Notch Depth 0.00 Floor Live Load FLL 75 psf 75 psf MATERIAL PROPERTIES Floor Dead Load FDL 15 psf 15 psf 24F -V4 Visually Graded Western Species Floor Tributary Width FTW 10.3 ft 4.5 ft Base Values Adjusted Wall Load WALL 0 plf Bending Stress: Fb 2400 psi Controlled by: BEAM LOADING Fb 1850 psi Fb' 2382 psi Beam Total Live Load: wL 1106 plf Cd =1.00 C1 =1.00 Cv =0.99 Beam Total Dead Load: wD 221 plf Shear Stress: Fv 265 psi Fv' 265 psi Beam Self Weight: BSW 18 plf Cd =1.00 Total Maximum Load: wT 1346 plf Modulus of Elasticity: E 1800 ksi E' 1800 ksi Min. Mod. of Elasticity: E_min 930 ksi E_min' 930 ksi Comp. L to Grain: Fc 650 psi Fc 650 psi Controlling Moment: 45800 ft -Ib 8.25 ft from left support Created by combining all dead and live loads. Controlling Shear: -9327 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Rea'd Provided Section Modulus: 230.78 in3 232.55 in3 ,Area (Shear): 52.79 in2 84.56 in2 Moment of Inertia (deflection): 1863.23 in4 1918.51 in4 Moment: 45800 ft -Ib 46151 ft-lb Shear: -9327 Ib 14939 Ib NOTES page Project: Location: Uniformly Loaded Floor Beam 2 ,1 Uniformly Loaded Floor Beam t ,i 3,, ',P [2009 International Building Code 2005 NOS)] or 5.125 IN x 15.0 IN x 16.5 FT 24F -V4 Visually Graded Western Species Dry Use Section Adequate By: 20.1 StruCalc Version 8.0.100.0 7/13/2010 7:22:15 AM Controlling Factor: Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.46 IN L/432 Dead Load 0.10 in Total Load 0.56 IN U353 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 5878 Ib 5878 Ib Dead Load 1313 Ib 1313 Ib Total Load 7191 Ib 7191 Ib Bearing Length 2.16 in 2.16 in BEAM DATA Center Span Length 16.5 ft 16.5 ft Unbraced Length -Top 1.67 ft Floor Duration Factor 1.00 Camber Adj. Factor 1 FLOOR LOADING Camber Required 0.1 Side 1 Side 2 Notch Depth 0.00 Floor Live Load FLL 75 psf 75 psf MATERIAL PROPERTIES Floor Dead Load FDL 15 psf 15 psf 24F -V4 Visually Graded Western Species Floor Tributary Width FTW 5 ft 4.5 ft Base Values Adjusted Wall Load WALL 0 plf Bending Stress: Fb 2400 psi Controlled by j3EAM LOADING Fb 1850 psi Fb' 2394 psi Beam Total Live Load: wL 713 plf Cd=1.00 CI =1.00 Beam Total Dead Load: wD 143 plf Shear Stress: Fv 265 psi Fv' 265 psi Beam Self Weight: BSW 17 plf Cd =1.00 Total Maximum Load: wT 872 plf Modulus of Elasticity: E 1800 ksi E' 1800 ksi Min. Mod. of Elasticity: E_min 930 ksi E_min' 930 ksi Comp. 1 to Grain: Fc 1 650 psi Fc 650 psi Controlling Moment: 29664 ft -Ib 8.25 ft from left support Created by combining all dead and live loads. Controlling Shear: -6184 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 148.71 in3 192.19 in3 Area (Shear): 35.01 in2 76.88 in2 Moment of Inertia (deflection): 1200.05 in4 1441.41 in4 Moment: 29664 ft -Ib 38335 ft -Ib Shear: -6184 Ib 13581 Ib NOTES page Project: Location: Uniformly Loaded Floor Beam 3 Uniformly Loaded Floor Beam "VD [2009 International Building Code(2005 NDS)] of 3.5 IN x 7.25 IN x 3.5 FT #2 Douglas- Fir -Larch Dry Use Section Adequate By: 43.7% StruCalc Version 8.0.100.0 7/13/2010 7:23:13 AM Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.02 IN L/1967 Dead Load 0.00 in Total Load 0.03 IN L/1632 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 1969 Ib 1969 Ib Dead Load 403 Ib 403 Ib Total Load 2372 Ib 2372 Ib Bearing Length 1.08 in 1.08 in BEAM DATA Center Span Length 3.5 ft 3.5 ft Unbraced Length -Top 1.67 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING MATERIAL PROPERTIES Side 1 Side 2 #2 Douglas- Fir -Larch Floor Live Load FLL 75 psf 75 psf Base Values Adjusted Floor Dead Load FDL 15 psf 15 .psf Bending Stress: Fb 900 psi Fb' 1168 psi Floor Tributary Width FTW 5 ft 10 ft Cd =1.00 CI =1.00 CF =1.30 Wall Load WALL 0 plf Shear Stress: Fv 180 psi Fv' 180 psi BEAM LOADING Cd =1.00 Beam Total Live Load: wL 1125 plf Modulus of Elasticity: E 1600 ksi E 1600 ksi Beam Total Dead Load: wD 225 plf Min. Mod. of Elasticity: E_min 580 ksi E_min' 580 ksi Beam Self Weight: BSW 6 plf Comp. to Grain: Fc 625 psi Fc L' 625 psi Total Maximum Load: wT 1356 plf Controlling Moment: 2076 ft -lb 1.75 ft from left support Created by combining all dead and live Toads. Controlling Shear: -1566 Ib At.a distance d from support. Created by combining all dead and live Toads. Comparisons with required sections: Rea'd provided Section Modulus: 21.33 in3 30.66 in3 Area (Shear): 13.05 in2 25.38 in2 Moment of Inertia (deflection): 20.35 in4 111.15 in4 Moment: 2076 ft -lb 2983 ft-Ib Shear: -1566 Ib 3045 Ib NOTES Project: page Location: Uniformly Loaded Floor Beam 4 Uniformly Loaded Floor Beam [2009 International Building Code(2005 NDS)] Owe of 3.5INx7.25lNx3.0FT #2 Douglas- Fir -Larch Dry Use Section Adequate By: 95.6% StruCalc Version 8.0.100.0 7/13/2010 7:23:35 AM Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.01 IN L/3123 Dead Load 0.00 in Total Load 0.01 IN L/2592 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 1688 Ib 1688 Ib Dead Load 346 Ib 346 Ib Total Load 2033 Ib 2033 Ib Bearing Length 0.93 in 0.93 in BEAM DATA Center mm Span Length 3 ft 3 Unbraced Length -Top 1.67 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING MATERIAL PROPERTIES Side 1 Side 2 #2 Douglas- Fir -Larch Floor Live Load FLL 75 psf 75 psf Base Values Adjusted Floor Dead Load FDL 15 psf 15 psf Bending Stress: Fb 900 psi Fb' 1168 psi Floor Tributary Width FTW 5 ft 10 ft Cd =1.00 CI =1.00 CF =1.30 Wall Load WALL 0 plf Shear Stress: Fv 180 psi Fv' 180 psi BEAM LOADING Cd =1.00 Beam Total Live Load: wL 1125 plf Modulus of Elasticity: E 1600 ksi E' 1600 ksi Beam Total Dead Load: wD 225 plf Min. Mod. of Elasticity: E_min 580 ksi E_min' 580 ksi Beam Self Weight: BSW 6 plf Comp. to Grain: Fc 625 psi Fc 625 psi Total Maximum Load: wT 1356 plf Controlling Moment: 1525 ft-Ib 1.5 ft from left support Created by combining all dead and live loads. Controlling Shear: -1220 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 15.67 in3 30.66 in3 Area (Shear): 10.17 in2 25.38 in2 Moment of Inertia (deflection): 12.81 in4 111.15 in4 Moment: 1525 ft-Ib 2983 ft-Ib Shear: 1220 Ib 3045 Ib NOTES page Project: Location: Uniformly Loaded Floor Beam 5`° Uniformly Loaded Floor Beam „t' or [2009 International Building Code(2005 NDS)] 5.125 IN x 16.5 IN x 16.5 FT 24F -V4 Visually Graded Western Species Dry Use Section Adequate By: 14.1% StruCalc Version 8.0.100.0 7/13/2010 7:24:31 AM Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.47 IN U421 Dead Load 0.10 in Total Load 0.57 IN L/345 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 8044 Ib 8044 Ib Dead Load 1760 Ib 1760 Ib Total Load 9804 Ib 9804 Ib Bearing Length 2.94 in 2.94 in a BEAM DATA Center Span Length 16.5 ft 16.5 ft Unbraced Length -Top 1.67 ft Floor Duration Factor 1.00 Camber Adj. Factor 1 FLOOR LOADING Camber Required 0.1 Side 1 Side 2 Notch Depth 0.00 Floor Live Load FLL 75 psf 75 psf MATERIAL PROPERTIES Floor Dead Load FDL 15 psf 15 psf 24F -V4 Visually Graded Western Species Floor Tributary Width FTW 5 ft 8 ft Base Values Adjusted Wall Load WALL 0 plf Bending Stress: Fb 2400 psi Controlled by BEAM LOADING Fb 1850 psi Fb' 2382 psi Beam Total Live Load: wL 975 plf Cd =1.00 CI =1.00 Cv =0.99 Beam Total Dead Load: wD 195 plf Shear Stress: Fv 265 psi Fv' 265 psi Beam Self Weight: BSW 18 plf Cd =1.00 Total Maximum Load: wT 1188 plf Modulus of Elasticity: E 1800 ksi E' 1800 ksi Min. Mod. of Elasticity: E_min 930 ksi E_min' 930 ksi Comp. 1 to Grain: Fc 650 psi Fc 650 psi Controlling Moment: 40440 ft-lb 8.25 ft from left support Created by combining all dead and live loads. Controlling Shear: 8235 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 203.77 in3 232.55 in3 Area (Shear): 46.61 in2 84.56 in2 Moment of Inertia (deflection): 1642.17 in4 1918.51 in4 Moment: 40440 ft -Ib 46151 ft-Ib Shear: 8235 Ib 14939 Ib NOTES page Project: Location: Footing 1 Footing t, [2009 International Building Code(2005 NDS)] or Footing Size: 3.0 FT x 3.0 FT x 12.00 IN Reinforcement: #4 Bars 7.00 IN. O.C. E/W (5) min. Section Footing Design Adequate StruCalc Version 8.0.100.0. 7/13/2010 7:49:08 AM FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs 1500 psf Concrete Compressive Strength: F'c 2500 psi Reinforcing Steel Yield Strength: Fy 40000 psi Concrete Reinforcement Cover: c 3 in FOOTING SIZE, Width: W 3 ft Length: L 3 ft Depth: Depth 12 in Effective Depth to Top Layer of Steel: d 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Steel Column Width: m 6 in Column Depth: n 6 in Baseplate Width: bsw 6 in Baseplate Length: bsl 6 in FOOTING CALCULATIONS 1-6 in ---I Bearing Calculations: Ultimate Bearing Pressure: Qu 1234 psf Effective Allowable Soil Bearing Pressure: Qe 1350 psf Required Footing Area: Areq 8.23 sf Area Provided: A 9.00 sf 12 in Baseplate Bearing: Bearing Required: Bear 16976 Ib Allowable Bearing: Bear -A 99450 Ib 3 in Beam Shear Calculations (One Way Shear): Beam Shear: Vul 3183 Ib 1 aft -I Allowable Beam Shear: Vc1 22275 Ib Punching Shear Calculations (Two Way Shear): Critical Perimeter: Bo 57 in FOOTING LOADING Punching Shear: Vu2 14316 Ib Live Load: PL 9127 Ib Allowable Punching Shear (ACI 11 -35): vc2 -a 105806 Ib Dead Load: PD 1977 Ib Allowable Punching Shear (ACI 11 -36): vc2 -b 137363 Ib Total Load: PT 11104 Ib Allowable Punching Shear (ACI 11 -37): vc2 -c 70538 Ib Ultimate Factored Load: Pu 16976 Ib Controlling Allowable Punching Shear: vc2 70538 Ib Bending Calculations: Factored Moment: Mu 53049 in -Ib Nominal Moment Strength: Mn 282369 in -Ib Reinforcement Calculations: Concrete Compressive Block Depth: a 0.51 in Steel Required Based on Moment: As(1) 0.18 in2 Min. Code Req'd Reinf. (Shrink./Temp. (ACI- 10.5.4): As(2) 0.86 in2 Controlling Reinforcing Steel: As -reqd 0.86 in2 Selected Reinforcement: #4's 7.0 in. o.c. e/w (5) Min. Reinforcement Area Provided: As 0.98 in2 Development Length Calculations: Development Length Required: Ld 15 in Development Length Supplied: Ld -sup 12 in Note: Plain concrete adequate for bending, therefore adequate development length not required. NOTES page Proje Location: Footing 2 vit Footing [20 International Building Code(2005 NDS)] of Footing Size: 2.5 FT x 2.5 FT x 12.00 IN Reinforcement: #4 Bars 7.00 IN. O.C. E/W (4) min. Section Footing Design Adequate StruCalc Version 8.0.100.0 7/13/2010 7:50:09 AM FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs 1500 psf Concrete Compressive Strength: F'c 2500 psi Reinforcing Steel Yield Strength: Fy 40000. psi Concrete Reinforcement Cover: c 3 in FOOTING SIZE Width: W 2.5 ft Length: L 2.5 ft Depth: Depth 12 in Effective Depth to Top Layer of Steel: d 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Steel Column Width: m 6 in Column Depth: n 6 in Baseplate Width: bsw 6 in Baseplate Length: bsl 6 in 1-6 in I FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu 1151 psf Effective Allowable Soil Bearing Pressure: Qe 1350 psf Required Footing Area: Areq 5.33 sf 121n Area Provided: A 6.25 sf Baseplate Bearing: 0 0 9 Bearing Required: Bear 10980 Ib Allowable Bearing: Bear -A 99450 Ib 3 In Beam Shear Calculations (One Way Shear): _t_ Beam Shear: Vu1 1373 Ib 1 2.5 ft i Allowable Beam Shear: Vc1 18563 Ib Punching Shear Calculations (Two Way Shear): Critical Perimeter: Bo 57 in FOOTING LOADING Punching Shear: Vu2 8503 Ib Live Load: PL 5878 Ib Allowable Punching Shear (ACI 11 -35): vc2 -a 105806 Ib Dead Load: PD 1313 Ib Allowable Punching Shear (ACI 11 -36): vc2 -b'= 137363 Ib Total Load: PT 7191 Ib Allowable Punching Shear (ACI 11 -37): vc2 -c 70538 Ib Ultimate Factored Load: Pu 10980 Ib Controlling Allowable Punching Shear: vc2 70538 Ib Bending Calculations: Factored Moment: Mu 26353 in -Ib Nominal Moment Strength: Mn 226185 in -Ib Reinforcement Calculations: Concrete Compressive Block Depth: a 0.49 in Steel Required Based on Moment: As(1) 0.09 in2 Min. Code Req'd Reinf. (Shrink./Temp. (ACI- 10.5.4): As(2) 0.72 in2 Controlling Reinforcing Steel: As -reqd 0.72 in2 Selected Reinforcement: #4's 7.0 in. o.c. e/w (4) Min. Reinforcement Area Provided: As 0.79 in2 Development Length Calculations: Development Length Required: Ld 15 in Development Length Supplied: .Ld-sup 9 in Note: Plain concrete adequate for bending, therefore adequate development length not required. NOTES page Project: Location: Footing 3 Foot; g [2009 International Building Code(2005 NDS)] of Footing Size: 2.75 FT x 2.75 FT x 12.00 IN Reinforcement: #4 Bars 6.00 IN. O.C. E/W (5) min. Section Footing Design Adequate StruCalc Version 8.0.100.0 7/13/2010 7:50:47 AM FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs 1500 psf Concrete Compressive Strength: F'c 2500 psi Reinforcing Steel Yield Strength: Fy 40000 psi Concrete Reinforcement Cover: c 3 in FOOTING SIZE Width: W 2.75 ft Length: L 2.75 ft Depth: Depth 12 in Effective Depth to Top Layer of Steel: d 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Steel Column Width: m 6 in Column Depth: n 6 in Baseplate Width: bsw 6 in Baseplate Length: bsl 6 in FOOTING CALCULATIONS sin Bearing Calculations: Ultimate Bearing Pressure: Qu 1296 psf Effective Allowable Soil Bearing Pressure: Qe 1350 psf Required Footing Area: Areq 7.26 sf Area Provided: A 7.56 sf 12 in Baseplate Bearing: n Bearing Required: Bear 14982 Ib o -7 Allowable Bearing: Bear -A 99450 Ib 3 in Beam Shear Calculations (One Way Shear): Beam Shear: Vu1 2384 Ib 2.75 ft Allowable Beam Shear: Vc1 20419 Ib Punching Shear Calculations (Two Way Shear): Critical Perimeter: Bo 57 in FOOTING LOADING Punching Shear: Vu2 12189 Ib Live Load: PL 8044 Ib Allowable Punching Shear (ACI 11 -35): vc2 -a 105806 Ib Dead Load: PD 1760 Ib Allowable Punching Shear (ACI 11 -36): .vc2-b 137363 Ib Total Load: PT 9804 Ib Allowable Punching Shear (ACI 11 -37): vc2 -c 70538 Ib Ultimate Factored Load: Pu 14982 Ib Controlling Allowable Punching Shear: vc2 70538 Ib Bending Calculations: Factored Moment: Mu 41372 in -Ib Nominal Moment Strength: Mn 281545 in -Ib Reinforcement Calculations: Concrete Compressive Block Depth: a 0.56 in Steel Required Based on Moment: As(1) 0.14 in2 Min. Code Req'd Reinf. (Shrink./Temp. (ACI- 10.5.4): As(2) 0.79 in2 Controlling Reinforcing Steel: As -reqd 0.79 in2 Selected Reinforcement: #4's 6.0 in. o.c. e/w (5) Min. Reinforcement Area Provided: As 0.98 in2 Development Length Calculations: Development Length Required: Ld 15 in Development Length Supplied: Ld -sup 10.5 in Note: Plain concrete adequate for bending, therefore adequate development length not required. NOTES ■•111111111111111111M 3 I_ ft r F II I 1 I I I L 1 1 LI v (1741. 1 ei ki 11 1. r 0 -11 I H 1 r r _L.L.._J_ 'i.• N.,/ i ir (.t- Iti.. y N." 6 #k,,,:\ 1 s r -.It Af 1 .1.1).i ,I k3t11. i‘ kt A N 0 NI1 i t .ri t k‘I' l •1 4, y ..1 ,r1 N t,.....r 1 .6 i l l f 1._ i V4,1 b ir',,, 1.„,,,, N 4 1 i Nw, i J r 1 oo I.., J 0 0> tt Nt i,..) ‘40,. _,P t1/4, k CA l 4 Ail i P At A/ I i Ai 1 C.` OM OM OM N• t t I 1. '''.1 I 1 p ti 4. fs, A tv ,4 c w e4 0 ,,,,s, t .k.i A I" .,i.. N/ t, V 1. N.......:.