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' ❑ ❑ ❑ ❑ N ❑ ❑ ❑ ❑ ❑ ❑ C � > I JCL � W �ZW7 V •�c Y � `� ! o t0 d c a N = U _ as O V a) 0 m c 0 ` cu co � J � Z o o V \` C7UC'3 (ALL � � � ri 0. Q w N W rn W U cc o ¢� 4 o `� z Z w O U ' O Z c a) ❑ ❑ m P o o H V a V E 3 cz -c (m ,c •• W Z` s c o F' Z Co � z a womamo E ? g � ❑ ❑ ❑ ❑ ❑ aa � 3 . ° IL a o CD o LLa CL 0Z z O p� • �4 > O 20 � a LCts�- > Z a g o V c � J c C �-, (L O N c c o r o �� C 1 December 10, 2002 Jim Wilson Project Manager Snohomish County Solid Waste 2930 Wetmore Avenue Everett, Washington 98201 Subject: North County Recycle and Transfer Station Recycle Area Building Wall Sheathing Dear Mr. Wilson: It will be acceptable structurally to increase the 1 Od edge nail spacing on the top and bottom of the exterior wall sheathing from the specified 6" to 8" on center in conjunction with decreasing the wall stud spacing from 24" to 16" on center, and adding %"-thick interior sheathing nailed at 8" on center at the perimeter edges. Call if there are any questions. Thanks, R. W. BECK, INC. 'A lop l D Karl Huinagel /vJ Project Manager c: Rick Lippold 11-00668-10009/3023 1 R:\Seattle\11-00668 Sno Cnty 2000-2002 On-Call Solid Waste Svcs\Recy Area Bldg.Wall Sheathing Letter.doc 1001 Fourth Avenue,Suite 2500 Seattle,WA 98154-1004 Phone(206)695-4700 Fax(206)695-4701 () December 10, 2002 sin Jim Wilson Project Manager Snohomish County Solid Waste 2930 Wetmore Avenue Everett, Washington 98201 Subject: North County Recycle and Transfer Station Recycle Area Building Wall Sheathing Dear Mr. Wilson: It will be acceptable structurally to increase the 1 Od edge nail spacing on the top and bottom of the exterior wall sheathing from the specified 6" to 8" on center in conjunction with decreasing the wall stud spacing from 24" to 16" on center, and adding %2"-thick interior sheathing nailed at 8" on center at the perimeter edges. Call if there are any questions. Thanks, R. W. BECK, INC. Karl Hufnagel Project Manager c: Rick Lippold 11-00668-10009/3023 1 1 R:\Seattle\l1-00668 Sno Cnty 2000-2002 On-Call Solid Waste Svcs\Recy Area Bldg.Wall Sheathing Letter.doc 1001 Fourth Avenue,Suite 2500 Seattle,WA 98154-1004 Phone(206)695-4700 Fax(206)695-4701 ■ ■ � 1 2001 Washington State Nonresidential Energy Code Compliance Form Summary 2001 Washington State Nonresidential Energy Code Compliance Fortes June 2001-KJM Project Info Project Address North county Recycling & Transfer Station Date s/io/zooz For Building Department Use Applicant Name: R. W. Beck - Applicant Address: fool Fourth Ave suite 2500 Seattle wA 98154 Applicant Phone: 206 695-4656 Project Description '❑ New Building ❑ Addition ❑ Alteration ❑plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Q Prescriptive Qi Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description Watts per ft2" Area in ft2 Allowed x Area Recycle storage 0.50 720.0 360.0 From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 360.0 Notes: 1.Use manufacturer's listed maximum input wattage. For hard-wired ballasts only,the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interibi9st all fixtures.For exempt lighting,not exception and leave Watts/Fixture blank. Location Number of Watts/ Watts (floor/room no Fixture Description Fixtures Fixture Proposed Recycle area 2 lamp fluorescent with t-8 lamps 6 60.0 360.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 360.0 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowed Watts Location Description per ft2 or per If p (or If for perimeter) x ft2(or x If) Covered Parking (standard paint) 0.2 W/ft2 Covered Parking (reflective paint) 0.3 W/ftZ Open Parking 0.2 W/ftZ Outdoor Areas 0.2 W/ft2 Bldg.(by facade) 0.25 W/ftZ Bldg.(by perim) 7.5 W/If Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts Use mfgr listed maximum input wattage.For fixtures with hard-wired ballasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts a:�n6�' 2001 Washington State Nonresidential Energy Code Compliance Form Lighting Summary (back) LTG-SUM, 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001-KJM Prescriptive Spaces Occupancy: O Warehouses,storage areas or aircraft storage hangers *Other Qualification Checklist Lighting Fixtures: ❑� Check here if at least 95%of fixtures in the space meet all four criteria: Note:If occupancy type is"Other"and fixture answer is checked,the number of fixtures in 1.Fixtures are fluorescent,non-lensed,with only one or two lamps,and the space is not limited by Code. Clearly indicate these spaces on plans. If not 2.Lamps are T-1,T-2,T-4,T-5,T-6,T-8 3.Lamps are 5-50 Watts,and qualified,do LPA Calculations, 4. Ballasts are electronic ballasts 5.Exit lights<5 watts/fixture 6.Screw-in compact fluorescent fixtures do not qualify TABLE 15-1 Unit Lighting Lightflng Power Allowance(LPA Use LPA` Use LPA W/sf) /S Paintin ,welding,carpentry,machine shops 2.3 Police and fire'stattionso 1.5 Barber shops,beauty shops 2.0 Atria atriums 1,0 Hotel banquet/conference/exhibition hall ' 2.0 Assembly spaces9,auditoriums,gymnasia ,heaters 1.0 Laboratories 2.0 Group R-1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1,0 Cafeterias fast food establishments 1.5 Restaurants/bars 1.0 Factories,workshops.handling areas 1.5 Locker and/or shower facilities 0.8 Gas stations,auto repair shops 1.5 Warehouses ,storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries 1.5 Retail ,retail banking 1.5 Nursing homes and hotel/motel guest rooms 1.5 Parking garages See Section Wholesale stores lvi(pallet rack sheng) 1.5 1532 Mall concourses 1A Plans Submitted for Common Areas On) Schools buildings(Group E occupancy only), 1.35 Main floor building lobbies (except mall 1.2 school classrooms,day care centers I concourses Laundries 1.3 Common areas,corridors,toilet facilities and 0.8 washrooms,elevator lobbies Office buildings,office/administrative areas in 1.2 facilities of other use types(including but not limited to schools;i hospitals,institutions,museums,banks, churches Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed,the specific use shall apply. In cases in which a use is not mentioned specifically,the Unit Power Allowance shall be determined by the building official.This determination shall be based upon the most comparable use specified in the table.See Section 1512 for exempt areas. 2) The watts per square foot may be increased,by two percent per foot of ceiling height above twenty feet,unless specifically directed otherwise by subsequent footnotes. 3) Wafts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces,such as seating and common areas,use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor,a Unit Lighting Power Allowance of 1.35 may used for usable office floor area and 0.80 watts per square foot shall be used for the common areas,which may include elevator space,lobby area and rest rooms.Common areas,as herein defined do nol include mall concourses. 8) For the fire engine room,the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating,the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window,lighting for free-standing display where the lighting moves with the display,and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 WK12 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling-mounted track or directly on or recessed into the ceiling itself(not on the wall). b) adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen,fluorescent,or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan,indicating rack location and height,is submitted,the square footage for a warehouse may be defined,for computing the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus the vertical face area(access side only)of the racks.The height allowance defined in footnote 2 applies only to the floor area not covered by racks. .1 OFFICE COPY V PROJECT NO. 11-00668-10009RECEIVED SNOHOMISH COUNTY MAY 2 4 2002 NORTH COUNTY TRANSFER STATION CITY OF ARLINGTON RECYCLE BUILDING STRUCTURAL CALCULATIONS t / ~/1 4,/ J�(;ISTER�\l \� 21/l`'�� S May 10, 2002 ExPIRE_. 6 s!o 0 Copyright 2002. All rights reserved Y . � 3 � I' I GENERAL STRUCTURAL NOTES 1. DESIGN BASIS: 1997 UBC 2. DESIGN LOADS FOR PROJECT FEATURES: GENERAL ROOF LIVE LOAD (SNOW LOAD): 25 PSF WIND LOAD: BASIC SPEED....................................80 MPH EXPOSURE........................................ C IMPORTANCE FACTOR....................... 1.0 SEISMIC LOAD SEISMIC ZONE.................................. 3 IMPORTANCE FACTOR....................... 1.0 3. GEOTECEMCAL REPORT: PREPARED BY C112M HILL/HARPER-OWES TITLE: NORTH SNOHOMISH COUNTY TRANSFER STATION TECHNICAL MEMORANDUM NO. 5 PRELIMINARY GEOTECHNICAL EVALUATION DATED JANUARY 17, 1985 4. STRUCTURAL CONCRETE AND REINFORCEMENT A. CONCRETE MIX DESIGN 28-DAY STRENGTH: 4,000 PSI W/C RATIO: 0.38 MAX MAX AGGREGATE SIZE: 3/4" B. REINFORCING STEEL: ASTM A615 GRADE 60 DEFORMED BARS C. LAP SPLICES NOT SHOWN MAY BE REQUIRED BECAUSE OF BAR LENGTH. D. REINFORCING BAR HOOKS AND BENDS SHALL CONFORM TO THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-99). E. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MINIMUM EMBEDMENT LENGTH AND MINIMUM LENGTH OF LAP FOR SPLIICING PARALLEL BARS SHALL BE AS SHOWN IN THE TABLE BELOW. WHEN BARS ARE OF DIFFERENT SIZES, THE LAP LENGTH SHALL BE GOVERNED BY THE SIZE OF THE SMALLER BAR. ( COPY TABLE FROM NOTES ON DRAWING SA043098 ) GENERAL STRUCTURAL NOTES -Z i f F. MINIMUM CONCRETE COVER, UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS: CONCRETE CAST AGAINST EARTH: 3 INCHES CONCRETE EXPOSED TO EARTH, WEATHER OR WATER: #6 BAR AND LARGER: 2 INCHES #5 BAR AND SMALLER: 1-1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS AND WALLS: 3/4 INCHES BEAMS AND COLUMNS: 1-1/2 INCHES CHAMFER EXPOSED CORNERS 3/4" UNLESS OTHERWISE NOTED. G. THE FIRST AND LAST BAR IN SLABS SHALL START AND END AT A MAXIMUM OF ONE-HALF OF THE ADJACENT BAR SPACING. 5. STRUCTURAL AND MISCELLANEOUS STEEL: A. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWIG UNLESS NOTED OTHERWISE: SHAPES, PLATES AND BARS: ASTM A36 TS TUBES ASTM A501 OLTS: ASTM A307 6. TIMBER FRAMING AND SHEATHING: A. TIMBER SPECIES AND GRADE SHALL BE, UNLESS NOTED OTHERWISE: ROOF RAFTERS: DOUGLAS FIR-LARCH NO. 2 OR BETTER SPECIAL HEADER BEAMS: PARALLAM 2.OE/WS WALL STUDS: DOUGLAS FIR-LARCH OR HEM-FIR, CONSTRUCTION GRADE. PLATES AND BLOCKING: DOUGLAS FIR-LARCH OR HEM FIR, CONSTRUCTION GRADE. B. ROOF SHEATHING: APPLY SHEATHING BOARDS WITH LONG DIRECTION PERPENDICULAR TO FRAMING. AT ADJACENT PANELS, OFFSET PANEL EGES PARALLEL TO FRAMING BY 4 FT. SHEATHING MATERIAL SHALL BE 5/8" MIN APA RATED STRUCTURAL II PLYWOOD, EXTERIOR GRADE. ATTACH WITH 10d NAILS AT 6" OC AT DIAPHRAGM GENERAL STRUCTURAL NOTES 3 ,. I f BOUNDARY, 10d AT 6" O/C AT SUPPORTED PANEL EDGES, 1 Od AT 12" OC INFIELD. C. WALL SHEATHING: SHEATHING MATERIAL SHALL BE 15/32" MIN APA RATED STRUCTURAL•1I PLYWOOD, EXTERIOR GRADE. ATTACH WITH 1 Od NAILS AT 6" O/C AT ALL PANEL EDGES, 10d AT 12" OC IN FIELD. 7. ALL TIMBER IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED FOR MOISTURE PROTECTION. 8. NAILING SCHEDULE: A. RAFTER TO BLOCKING OR FASCIA, TOENAIL. 3 — 8d B. TOP PLATE TO STUD,END NAIL: 2— 16d C. STUD TO SOLE PLATE, TOENAIL: 4- 8d D. DOUBLE STUDS, FACE NAIL: 16d AT 12" E. DOUBLE TOP PLATES, TYP FACE NAIL: 16d AT 12" DOUBLE TOP PLATES, LAP SPLICE: 8 — 16d F. BLOCKING TO TOP PLATE, TOENAIL: 5 — 8d G. RIM JOIST TO TOP PLATE, TOENAIL: 8d AT 4" H. HEADER TO STUD, TOENAIL: 4- 8d L BUILT-UP CORNER STUDS: 16d AT 12" GENERAL STRUCTURAL NOTES c D t Q -G 1 Z PROJECT I ® GL/ U L( l ar FILE N0. COMP. CHK. E224 REV. 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O c m (A 0 m J J O � a c } i CD C) U i >, O ai o co O m N N N U. w0 O d w O M O CD 5 C) O > N N V Q V> Q C LL Y N t C N J G! CD O �- dW Y ooi — w Y `O to `. N O N IL .. rn o w u� 0 o O N Cl) Coa Y Z' ,n c L d— O Of t0 00 C_ U N 3 CD (� CO O +r O E Lq L Z N M o 0 O Ei N Q C CL L L w E ,� L 7 0 m CO a� 3 a) CC a o a� t as N o co L fQ U C W O N O d d o N i o a L CC O Y c io c0 V r — (D a N C) 3 d o LO d U) O N N X N L L L cn C (B O C m N En N coo r�i 3 o c a) 3 Y o o _ _ v .. v CD C O L O O N w cLi .L C.,� •- E o W Y rn co CM 0) C V p O O V r' CDa+ v O x O CD 0! co y 7 co 00 to ~ > co N C) Y L L F- Y f- U /Q Z d Z a° Z 00 � CD 0 Lr a 1 � i N Of J O C) U 0! LO >, o -0 c o0 0 0 .0O N V > LL N +;, lL o cu d � ` w o N M ._. O o l�iY N LLY .� 0 LO N ^ o .. O Y w Y o 0 CD LL Y <n Y O N r O Y +� E N Y T N O O OfE — — - E „ -- o co v rn E M U O V p > Z O o O a0 O M H ri LL ,� V o ,16 to E u> > cc V N :7 w v O N a) O m cu U OCL cc j, C . co v O C M a E O C V LL Y co O Q U O > O Oaf C) L `� N Ew C O o m c am U LO N N— C N - - — O l{S o i ^ I� E O O C M C � �O to O v 2 O C N ' O Y �_ E c 2 Q c v O � w G N ;O.CD ev LO LO c p (O N y p N p > n m — F o E W o Y V O = v N i. M m ,N CAM J ao. 4 Eck o Y 0CL = a. o O 0 0 O Co M to M O ao J co — c0 0 V 9 C N N y N Y a a° a U O CD m t CD 0 � d I `ooll R.W. Beck Prepared for Date: 04/10/02 Project No. 11-00668-10009 Snohomish County Prepared by: CJR North County Transfer Station CAO L Recycle Building Timber Beam Label Unit Trib Distributed Span M V Load Width Load (pcf) (ft) (plf) (ft) MA M Rafter 45.00 2.00 94.86 12.50 1,853 593 Header Brr 45.00 7.75 360.87 16.00 11,548 2,887 Label Species & Grade Rafter DF-L No. 2 Header Brr Parallam 2.0E/WS Member Nominal Section Net Section Section Properties Width Depth Width Depth A S I E (in) (in) (in) (in) (in^2) (in^3) (in^4) Rafter 2.00 10.00 1.50 9.25 13.88 21.39 98.93 1,600,000 Header Brr 5.25 9.50 5.25 9.50 49.88 78.97 375.10 2,000,000 Member Calculated Stress Allowable Stress Stress Ratio fb fv Fb Fv fb/Fb fv/Fv (psi) (psi) (psi) (psi) Rafter 1,039 64 1,275 109 0.82 0.59 Header Brr 1,755 87 2,760 240 0.64 0.36 Member Calculated Deflection Allowable Deflection Live Load Total Load Live Load Total Load (U360) (U240) (in) (in) (in) (in) Rafter 0.17 0.33 0.42 0.63 Header Brr 0.38 0.71 0.53 0.80 1 � i Roof Span Table ofmo N TO V lZ" T j L/p(Lo rz,,o rs .Tti S'f5 ( rJ sT,_&D or- 7-N4 2?C If p F-l., Z I�-M=1`fc lL••S How to Use This Table 1. Determine the roof loading(live load,dead load and load duration factor)and find the appropriate section of the table. 2, If your slope is 6"112" or less use the LOW slope column.If your slope is greater than 6"/l2"through 12"112" use the HIGH slope column. 3. Move down in the column until you equal or exceed the horizontal span of your application. 4. Scan to the left to identify the required TJIm/Pro"120TS jois depth and on-center spacing. Des1 n Live Load(LL)and Dead Load DL In PSF O.C. TJlmlpro Non-Snow(125%) Snow Load Area(1J5%) Spacing 120TS 20LL+15DL 20LL+20DL 25LL+15DL 30LL+15DL 40LL+15DL 50LL+15DL Low High Low High Low High Low Hf Low High Low High 9112' 19'-4' IT-V 18'-5' 16'-4' 18'-6' 16'-7' 17'-9' 16'-0' 16'-7' 15'-0" 15'-8' 14'-3" 16" - 1171111 23'-3' 20'-9' 22'-2' 19'-8" 22'-3' 19'-11' 21'-5' 19'-3' 20'-0' 18'-1 18'-11' 17'-2' 14' 26'-8' 23'-9' 8'-5" 22'-6' Z5'-6' 22'-10' 24'-6' 22'-l' 22'-11' 20'-9" 21'-l' 19'-8' 942- 18'-1' 16'-Z' 17'-3' 15'-4" 17'-4" 15'-6. 16'-8' 15'-0' 15'-7" 14'-1" 14'-9• 13'-5" 19.2' 117b' 21'-10' 19'-6' 20'-10' 18'-6" 20'-11' 18'-9' 20'-1" 18'-1' 18'-10' 17'-0' 17'-5' 16'-2' :,,14' 25'-0' 22'-4' 23'-10' 21'-2" 23'-11' 21'-6" 23'-0' 20'-9' 20'-11" 19'-6" 19'-3' 18'-6' 9112' 16'-9- 15'-0' 16'-0' 14'-2' 16'-1" 14'-5' 15'-5' 13'-11' 14'-5" 13'-l' 13'-5' 1Z'-5' 24' 117/I'- 20'-3' 18'-l' 19'-3' 1T-1" 19'_4" IT-4' 18'-7" 16'-9' 16'-10" 15'-9" 15'-6' 14'-11" 14' 23'-2' 20'-8' 22'-l' 19'-7' 21'-10, 19'-11' 20'-7" 19'-2' 18'-8' 18'-0' 17'-3' 16'-8' �Y'AM SPEW -1` l.`r. J Tb('er_ q f/2vs ( Tt /,'_P,'Z_0 I?A TS J a (S T3 (@ z y o`�- �-rt-� `�-� 1L -f c-0 2 TIA-e (Z0'F 5 P General Notes -�'N i 21 - C �I N Pt't'`'�'�P$L'' ' pM�� Table is based on: �~ Web Stiffener Requirements • Uniformly loaded joists. Spans shown assume no web stiffeners at intermediate bearings. • Minimum roof surface slope of 114" in 12". Required if the sides of the hanger do not laterally support at least 3/8' of the TJlmjoist top flange or per footnotes on pages 20 and 21. • Total load limits joist deflection to L/180. • Required at all sloped hanger and birdsmouth cut locations. • Live load is based on joist deflection of L1240. • Horizontal clear distance between supports. • Support beam or wall at high end is required(ridge board applications do not provide adequate support). • More restrictive of simple or continuous span. • A code-allowed increase for repetitive member use has been included. .f + �. 'Cw' I�- 0 Riplool Vm ot -4r Mi; M;L -M 0 Ic w 1 hr r •• - 1 • %ET ;L 4 9 1 � ■ on i I1 ■ illolm; ■ •• ■ ■ - ■ — � I Not r •� ■ ' . .� 96r ' 1 - • r • T ` _ 7 1 • • • • •. '• i ' JOIST PROFILES i DESIGN PRoPERTiEs r13/4' r 1Vz" 13/1' 2'/x i j 91/2".117/e11. L117/e"or 14" (or 117/8" 14'or 16" 14"or 16" 1W'or 16" TJI®/ProT"120TS joists TJI"/Pro- 150 Joists TJI°/Pro-250 Joists TJI®/Pro-350 Joists TJI1'/Pro'550 Joists Top and bottom flanges of Top and bottom flanges of Top and bottom flanges of Top and bottom flanges of Top and bottom flanges of la/4'x 1'h'Timbe6trandm LSL I I 'x I'/z'Microllam°LVL with 11/4'x 11/2'Microllam'•LVL with 2s/ss'x 1'/2"Microllam'O LVL with 31/2"x 11/2'Microllam®LVL with with Ya'Performance Plus®web. s/s'Performance PlusO web. '/a'Performance Plus®web. '/a' Performance PlusO°web. 7/is" Performance Plus®web. Za/sa^ - 31/2' �.{I II-..�3%„ -III 1 r i ' I P I I �1.4' �l� -f r 111W. 7 11'I/b' 'he" 14'or 16" _ 7/�6� 16" /�" 14"or 16" 1JI8/1.65 Joists TJI®/L90 Joists TJI®/H90 Joists Top and bottom flanges of Top and bottom flanges of Top and bottom flanges of 291is'x 11/2'Microllam®LVL with 31h'x 11/2'Microllam®LVL with 3'/z"x 1N'Microllam®LVL with 7/1s'Performance Plus®web. 7/is"Performance Plus®web. '/16'Performance Plus®web. DESIGN PROPERTIES (100% LOAD DURATION) BASIC PROP£RnES REACTION PROPERTIES MAXIMUM - MAXIMUM MAXIMUM MAXIMUM INtERMEDIATE REACnON N. JOIST RE51STIVE JOIST ONLY VERTICAL END REACTION 3Y,'BEARING JOIST WEIGHT MOMENT El x 1D- SHEAR (lys) NO WEB WITH WEB SY4'BEARING SERIES DEPTH (lbs,lft) (ft lbs.) (bs+lbs.) (Ibs.) STIFFENERS STIFFENERS 91h• 2.4 2,570 141 1,120 1,1200) 2,480 NA. 2,90001 1JI0IPru'120T5 II'A 2.7 3,430 246 1,420 1,20501 2,480 NA. 3,47501 14• 2.9 4,205 368 1,710 1,26001 2,480 NA. 3.4750) TJM1Pro" 150 9'fz'. 2.0 Z,730 160 1,120 9950) 1,895 NA. 2,4401'1 117,s' 2.3 3,620 276 1,420 1,0800) 1,895 NA. 2,44001 9h• 2.2 3,210 185 1,120 1,0450) 2,030 NA. 2,5750) w 117,4' 2.5 4,260 319 1,420 1,1300) 2,030 2,385 2,5750) TJt•1Pro'-250 0 14' 2.8 5,210 474 1,710 1,1701'1 2,030 2,385 2,5751'1 16' 3.0 6,075 653 1,970 1,17001 2,030 2,385 2,57500 117/L• 3.0 5,000 395 1,420 1235111 2,320 2,680 2,87001 TJM1Pr -350 - 14' 3.2 6,135 584 1,710 1,29001 2,320 2,680 2,87001 16, 3.5 7,205 801 1,970 1,19001 2,320 2,680 2,87001 tIW" 41 7,675 593 1,925 1,54001 3,355 3,830 3,97001 T1l•/Pro"'550Y 14' 4.5 9,420 874 2,125 1,54001 3,355 3.830 3,97001 16• 4.7 11.065 1,192 2,330 1,54001 3,355 3,830 3,97001 117h' 3.4 6,260 459 1,925 1,7500) 2,780 3,150 3,7651�1 T31-IL65 14, 3.7 7,655 678 2,125 1,805E�1 2,780 3,400 4,015R1 16• 4.0 8,935 930 2,330 1,8650) 2,780 3,525 4,140(7) G TJI•IL90 16" 4.7 12,425 1,246 2,330 Z,115f21 3,355 3,985 4,6050) u 11IA* 4.6 9,730 687 1,925 1,7751�1 1 3,495 1 3.810 4,420(2) TJI1IH90 14• 4.9 11,975 1,015 2,125 1,945i21 3,495 3,970 4,57501 16' 1 5.2 14,100 1,389 2,330 2,1151�1 3,495 4,130 4,735(7) f'1 Assumes no web stiffeners. fzl Assumes web stiffeners.Refer to detail W on page 11 for nailing. GENERAL NOTES •The reaction values above are based on an assumed minimum bearing length of 21/4" • Maximum Resistive Moment values may be increased 4%for repetitive member usage. at ends and 31/2'or 51/4"at intermediate supports. •Allowable bearing lengths have been determined based on Trus Joist MacMillan •The following formula approximates the uniform load deflection of A(inches): products.Allowable bearing on supporting members should be checked. For TJI®/Pro"120TS,150, For TJIO/Pro-550 and •Dry-use,non-treated conditions assumed. 250 and 350 Joists TJI®/L65,L90 and H90 Joists TJIo JOIST SHEAR DESIGN _ 22.5 wLt 2-67 wL 22.5 wLt , wL •When joists are used as simple-span members,the design shear is equal to the shear at El + d x 10s El + d x 10' the face of the support. w-uniform load in pounds per lineal foot d-out-to-out depth of the joist in inches •When joists are used as multiple-span members,the design shear is the calculated shear L -span in feet El-value from table at the interior support reduced by the following: For TJI®/Pro"120TS,150, For TJIss/Pro"550 and 250 and 350 Joists TJI®/L65,L90 and H90 Joists R- 14.2 - 18% R-19.Z5 18% R-the percent reduction W-uniform load in plf I V i O � r o U C � T O Ncu ❑ OV _ N d d ` 0 0 0 LQ uQ cn � J Lq L') LA J r. O O G Y x m c O N — — �-. 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(� 00 N7 c7 0 p V w E V v N Q v) N r 0 0 � U � ai > r c a � v C C .L Z C O — Z O U 0 O M � C (m CD O O U w C U C 00 co to O d E w O C Q O r 03 U C C a) m C O v O X cm'D .G O O 0 0 C O O CD O L 03 E '-' ,� ,O L O O O t CD N o O) O a) N Q O r r r O "_ L w C L 7 m d r O O O y c 0) 2 c o 0) O O O .. O O 4- V ;-- V) u - — C) C C C 42 CD O O LL m O O O CM O O O 'O > uci ac) a E CMC o E E c *0wc c rn 'a v O a) 0 V , 0 0) cm'v) > 0 .E c o .C' N co N O l4 t� _E *d L L 5 w oo 06 L L 5 wJ � J (o Cl O Y tq a) a) a) C `" NM --tu) W1- 00 (Q T r a) 0 E E E ZZ LL m U a) O � a 20 i d k / $ k � $ \ � C / e a_ �\ 0CL f CY) 0 k . m . 0 k a [ � - E J % m CD @ x x c m § 2 § Inr cm — k � cc e a t m - - 4 q o 2 2 7 / o . e k k k 7 f -0 / / § k® o 'o ©\ 7 q o E CDILn m E $ ° ® j §� 7o 2o \ / CD 0 0 > > ao / + E o f o a o < % ©D = ' 2 S@f ' CM f § E � Su, o T � E / cucu a 0 � # # � f E-0 f § $ E E 0 § CO / e , o b � _ _ e o G a � E � $ S m 0 gcnCNm CUa a) § f U - -� a m c o £ E 3 m \ D 0 0 2 0 ° m in R R o o� o � f m »> " E E e c � f a a a CU = cc -0 10 :6 o? o § D CL ° 0 0 0 _ M E = o -0 m o G o c E o E Sgoq � �� / tit / -0 - -- cu m cu 0 2 m a o 0 0 0 0 . . . e o m o o ® m E ; ; a t b .0£ 2 , o £ / / . o c o c 0 0 o e o o CD 0 2 2 E 2 k ) 0 0 / . c>u 2 > o -- / / ƒ % k E ° k 2 q q q E _ _ ' 0 E E c E V m 0 2 6E ' f37 2 � o _ > / k / o2 k k LS \ § o q M 't LO o ¥ $ 2 2 0 ° Z J � Z m t ƒ o ± � � � d1b , City of Arlington , Building Department REQUEST FOR REVIEW FORM PROJECT NAME: �SND �v PROJECT ADDRESS: C:c,, R tJ BP #: Ga. .-;L L; PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: RETURN THIS FORM BY: TYPE OF PROPOSAL: �V 3740k9 UsEt PROJECT SUMMARY: RESPONDING DEPARTMENTS: IJ TOM C., FIRE IJ JIM T., GALE & GALE IJ TERRY C., KAREN L., UTILITIES RFC IJ PLANNING DEPARTMENT JU V " SHARREE L., GENERAL SERVICES ;p�2 Id' GREGG E., ENGINEERING C/n, P�4 SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this forma d your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. 01 MORE TIME REQUESTED, WILL SUBMIT ON COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING 13 COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO F-3 NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT REVIEWED BY DATE Q y. ��1 r nd"ihA YIN) - - - twM �?. f �# n - _ - - F A w8 Iil ifi0 CI"u$ .rKwwbnA WwC A-3" ToaL q ;IA:VIT�uu�x9ri 9r) 3TAC1 is31A.b smL (3 13 �1 T�q1 QM04WAjq Q 'f ram; ZMrVM Jk 30' + 33WAH z;O-6 Inuw aLD Al y011t him rs ii1sa uwhn ont wWvui wad9l ALIBNOATTrA 81 MOR AIMMVII_:ATTIIi OM I L r ,!r—t;lTl 7, in cr ii-mitt _ - n1 �-•vit i•nrtn• m i( %2evowi:i niit i4 miln ■ rtnimgmTiv—i AWW 401,WFIDI*"F )4 JT:-Dl 944A XA0.00r8*AO"00 OWAA ZZMU4 -[I m gU88t OT WO :Wmm •. . nA n 1 City of Arlington Building Department REQUEST FOR REVIEW FORM PROJECT NAME: (F� U I/t, LEAS PROJECT ADDRESS: 2�QU to a nd BP #: 0,4_ ISZjCo PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: 612 RETURN THIS FORM BY: TYPE OF PROPOSAL: r PROJECT SUMMARY: i i2Lb �Hof , /S RESPONDING DEPARTMENTS: IJ TOM C., FIRE IJ JIM T., GALE & GALE R E C .i V E D TERRY C., KAREN L., UTILITIES JUN I 2 PLANNING DEPARTMENT I-1 SHARREE L., GENERAL SERVICES CITY OF RL INGTON IJ GREGG E., ENGINEERING SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. IJ MORE TIME REQUESTED, WILL SUBMIT ON COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING IJ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO I NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT Y�;b ►il�c.t k=rv►l c A c c A�/X�'�` REVIEWED BY I, DATE A -L- rKdvithA'm 01 lip - - - - - - - - -S SX...- .4iaUM.1L Flr.) 70 3TAb NIS MR04,04T MAIM ?,Ttl-lMTRAL9U UAll1 OC?2=1P Ll cati I WAS)A CAD T MIL Q L ld1]L $W t.#PJ ►! PSMAN ,-O YRW -0.sTttt � 1 13 �rrfih�r-nrm'1,--.r�rmt�--tr'►�'�++fM*rrn�k� �+►.�►hn'►f�?�f� fT�1�n�F�7� ?T�4v_w'F�I�I�Ff}�WI .f4'�11�11N� — 611 MiIIIIunukI nil ■uniI uu•. 1f Au1mr-m-miCT oistAu I ,it n1 ./irizi wrAmm r-- va r�'iftatn ■itti'S m,tH* ;i::Ansrnnl&a L'. -J i ' ;VI 11-111 I I UJ C =T=" I .Aiaou GTY ha(Al Owl ff HAUM awwAm *ETA no 'vmm a ma3 symaAmoo _1 � o00 City of Arlington • building Department REQUEST FOR REVIEW FORM PROJECT NAME: 5Y,[l)O'D <Zlid (�C151 PROJECT ADDRESS: l gtecQ (g 3 gz BP #: _0a- IZZ50 PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: t '2-2 - D 2 RETURN THIS FORM BY: t.y" i� ` O 2- _ TYPE OF PROPOSAL: S7,6-e. ugp PROJECT SUMMARY: 4 Lb RESPONDING DEPARTMENTS: 1-3 TOM C., FIRE QJ JIM T., GALE & GALE QJ TERRY C., KAREN L., UTILITIES I.J./ PLANNING DEPARTMENT I.x SHARREE L., GENERAL SERVICES IJ GREGG E., ENGINEERING SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. MORE TIME REQUESTED, WILL SUBMIT ON IJ COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING IJ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO rJ NO COMMENTS FO THIS REVIEW, OKAY TO ISSUE PERMIT 1 , .� REVIEWED BY ATE L.�"' 1 City of Arlington Buildin De artment 4?/j � g p REQUEST FOR REVIEW FORM PROJECT NAME: 4-�ND CD �ljd U,)adC PROJECT ADDRESS: 1 QGQOD Lg 3 KD BP #: [k),- PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: 5-` OZ RETURN THIS FORM BY: (p. 11 . 02 TYPE OF PROPOSAL: ft, S&✓f. uss. 6 4&do PROJECT SUMMARY: L -f �S RESPONDING DEPARTMENTS: OJ TOM C., FIRE IJ JIM T., GALE & GALE F3 TERRY C., KAREN L., UTILITIES IJ PLANNING DEPARTMENT IY SHARREE L., GENERAL SERVICES IJ GREGG E., ENGINEERING SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. 1J MORJE TIME REQUESTED, WILL SUBMIT ON IJ COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING IJ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO IJ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT REVIEWED BY ` DATES 7- %err-; Zillle-jolw `� `� • � , . ti .- , ... • ,. ., i � � � ��� �, � �., . �: N C r0 Q' City of • • Department2Utilities O Memo Tae Snohomish County Solid Waste Cc: David Anderson,Building Official Fear Karen Latimer,Water Utility Supervisor Dalm June 14,2002 Rec Utility Review,Building Permit#02-5064 Your tenant improvement construction documents submitted with building permit#02-5064 have been reviewed for compliance with cross connection control regulations. To receive approval for occupancy from the Water Department,you will need to complete the items fisted below. Cross Connection 1. Install a State of Washington approved, non-removable Atmospheric Vacuum Breaker(AVB)on the hose connection end of the yard hydrant. 2. Your construction drawings indicate that a Double Check Valve Assembly (DCVA) will be installed on the water supply line to the new emergency eyewash.The DCVA does not need to be installed on the emergency eyewash supply line; it has no functional use in the proposed location and provides no protection to users of the emergency eyewash.The Water Department is not requiring the DCVA to be installed, however you should check with David Anderson, City of Arlington Building Official, 360-403-3432 to make sure this is not a requirement of the Uniform Plumbing Code. 3. Call for inspections at the following points of construction. a. Prior to covering interior piping. b. Prior to covering underground piping. c. Prior to requesting final inspection by the Building Department. I can be reached at 360-403-3505 to answer any questions you may have. 0 Page i City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT# Vt� '%4 DATE LEGAL Plat Lot Tax ID# NAME t`� (�,` ��, �� `��� I '� �,� ADDRESS C� YJ Y <� Avc_ BUILDING USE ?t!�.L_ (,r; �� L (.D(1) # of BUILDING UNITS f Existing Required Signature Date Water Meter IZ Fire Hydrant Side Sewer Permit L/ Monitoring Manhole / Cross-Connection Control 1/ Sewer: Off site On site t/ Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees Date received �Q Z E C E I V E D Date Yellow returned <O pp�u MAY 2 8 2002 Date Pink returned Utilities Div. I _ 1 1 1 II •ti_ I I — n - T1 I I I I I I _ I 1 City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT # V� r '7 DATE LEGAL Dtwt Plat Lot' I 1 Tax ID# NAME � �l i Q - O-Z (V) I I W(L, C_ ADDRESS Q 3 AVL BUILDING USE _S'i k k[w[,S # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole Cross-Connection Control Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees Date received Date Yellow returned Date Pink returned _ J 1 ' PUM-MVINOW 1� 1, L�1 ti ' 11 I 1 A'' Ii 1 1 1■ -di ■ -- 1 _ -� 1 _ 1 1 11 I I T 1 I tit 1. ■ 1 1 1 1 r I - - r ,- 1 1 i 1 T 1 1' ■ ' City of Arlington Building Dept FIRE DEPARTMENT CHECK& PERMIT DATE: _ U NAME: 'J "_0 J' ADDRESS: ' l_ �_. � �U _j I -il LEGAL: >> 1 l t BUILDING USE: ,�� .D r�� ! ,�( ( I OCCUPANCY CLASSIFICATION: A B E F H 1 2 1 2.1 3 4 1 2 3 1 2 1 1 2 1 3 4 1 5 6 7 I M R S U ELI.2 1 2 3 1 1 3 1 1 1 2 1 3 4 L5 1 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR I N ONE-HOUR N H.T. ONE-HOUR N nmlVED Item inspected& completed '0 a�' Signature & Date: Site Plan: Approved --:�' Denied 9CON 5.' Access Requirements: Required: Fire lane: ,�S Sprinkler system: "�V RECEIVE,) Alarm system: i� JUN 18 2002 Knox Box: ^/y Fire extinquishers: �S CITY OF ARLINGTON Hydrant: # of hydrants required: t Location of Hydrant: LIFZg STiv4,- Location of Knox Box: ---- Location of Fire Extinquishers: yQ Ag_ Fire Flow requirements: Z<gey Location of address on building: FIRE DEPT: Date: Z Signature v Build\form\fdchecklist .j�,J r ` ly r �,� City of Arlington Building Dept r-AL DEPARIMFNI CH . _K .IST PERMIT # �a `-�/lY DATE: NAME: ICJ ��I/ C/ D—� ADDRESS: 19law -- ( Q 3 2t� LEGAL: L6 BUILDING USE: *,b S OCCUPANCY CLASSIFICATION: A B E F H 1 2 12.1131 4 1 1 2 1 3 1 1 2 1 1 2 1 3 1 4 1 5 1 61 7 I M R S U FMT,.2 1 2 1 3 1 3 1 T2 T3T4 5 17 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. 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