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Home My WebLink AboutWWP2701433(5) Phase I Puget Constructors Correspondence BEGINNING OF FILE FILE TiTLE PAers ¢, C o kxs f r t, L1'or� C0rresPonc{et, c� ARMCO BUILDING SYSTEMS c-" AR�P Bulding Systems Division Cincinnati, Ohio 45246 ARMCO I V BUIEENNG ENGINEERING R[wo.c�9vw ARMCO BUILDING SYSTEMS STRUCTURAL ANALYSIS r L- z. DESIGNED FOR: r Live Load = ZOPS Wind Load = gcmp 'l EKp- .,g , Auxiliary Dead Load = -8' p5'V Loads Applied Per: J9$Z UBC PREPARED FOR: _1 Dealer: F7c�9ef COnS4ruc6rT Owner: GE�y OT "tend Armco Order No. : W Z 35$ Z/Cc�8S r� ARMCO Armco Building Svst^'• v f REFERENCE STRUCTURAL ANALYSIS ARPCO STEEL BUILDINGS TYPE: TL-11 80 SERIES INIT: CATE: 5/B2 (PAGE: J.J ARMCO Armc< Buddlrq Systems v� REFERENCE r TABLE OF CONTU'rS, Section 1. General Oesicn Information Specification of Materials Design Standards Symbols Loads Section Z. Main Frame General Design Explanatioil Sattior 3. Self Framtng Endwall P•. et Compiessicn Check Rafts Girt End Mall Diaphragm Section 4. C verin Hall Covering Roof Covering Section S. Purlins Section 6. KN Bracing Ridge Purlin and Strap Check Sidewall ?anel Sheer Requirements Eave Strut Section 7. Foundation Oesi, INIT: Xp GATE. igz (PAGE: c-" SPECIFICATIONS OF MATERIALS ARM O Armco Building Systems .ZEFERENCE GENERAL: XTT materials shall be new and free from defects that would impair their strength of durability. SCOPE: TFis specification applies only to Armco-supplied building materials Including framing and bracing, wall and roof cover, connectors and fasteners required for attaching various parts to each other and to the foundation. GRADE OF MATERIAL: STEEL - Used in accordance with building menu acturers stanoa - COated Material - .018' throw h .1765' Thick Base Metal se to - Tested in accordance o current issue to meet or exceed MYP Of�7,000 or 48,000 psi as applicable. Arnim ZINCGRIP Steel (Galvanized) zinr coating conforms t0 ASTM 1-5 or wt a coat ng ght of G-90 on exposed components Armco ALUMINIZED STEEL _Tee 2_�- pure atusinum coating shall conform ype , lan uary 7, 1959. Cold Formed and or Built-Up Welded She es c nesses .CS ' rouo - es Md m accordance with ASTM A-570 o current ssue to meet or exceed 14YP of 36,000 or 40,000 Psi as applicable. Thicknesses 20 through I.125" - Tested in accordance with ASTM A-572 —0f—currentTssue to meet �r exceed Mir of 50,000 psi , as applicable. Thcknesses .05" thrdu0h .25` - -ested in accordance with ASTM A-607 0 il current issue to meet or exceeL: MYP of 50,000 psi , 58,000 psi , 68,000 psi or 70,000 Psi as applicable. Hot Rolled Structaral Shapes conform to ASTM A-36, A-529 or A-372 of current issue. Anchor 807ts of weldable quality are black steel tested in accordance ;iW ASTM -36 of current issue. All other brace rods and anchor bolts shall be of black steel haying a MYP of 43,300 Psi. Bolts and `ruts designated as high strength are of black steel and con o� '.o ZIM A-325 of current issue. All other nuts dnd bolts conform to ASTM A-307 of current issue- Coated bolts are electro- galvanized in accordance with ASTM A-164 of current issue and coated with a chromate finish. Exposed Sheet "eta! Screws -id/or self-drilling, self-tapping screws are o lass seam ess steel conforming to Federal Specification QQ-S-736C. �INIT SOP DATE: 5/32 PAGE: 1.1. c-� ARMCO Armco Building Systems REFERENCE DESIGN STANDARDS AISI Specification for the Design of Light Gage Cold-Formed Steel Structural Members; for all cold-formed components. AISC Specification-for the Design, Fabrication, and Erection of Structural Steel for Buildings; for all hot-roiled structural or welded structural members. Structural welding is done in accordance withlhp AWS "Code for Structu"al Welding" D1.1-81. Welds ,coining flanges to splice plates, flange to flange, and web butt Joints are partial pene- tration type Joints with effective weld throat to equal or exceed the required strength of the Jnint. Tansion butt Joints in aligned arts of different material thickness may have a slope in the transition zone that exceeds 1 to 2 1/2 "ar:al,ce ^re thicker section at the inint is not fully ;tressed. �^ -1 .1-1960; for determining ten; . stress area of threaded rods. Design Loads and Methods of Application are indicated in this section of this analysis under the heading of "Building Loads". Door anJ window frames are structurally desigled to replace the wall panels omitted. I i � INIT: OMR _ DATE: 12/83 "" PAGE: 1 ._.1 C`7 LIST OF BASIC SYMBOLS ARM O Armco Suurdnp SYateRle rP93-6-1 LIST OF BASIC SYMBOLS A Cross sectional area, in2 Ab Nominal body area of a fastener, in2 Ac Effective net area of an axially loaded tension nwamber, in2 Af Area of compression flange An Net area of axially 104ded tension member, in2 Area of girder web, in ar Clear distance between transverse stiffeners, in b Actual width of CcMrsssion elements, in be Effective width of sti*fn»d Compression element, in bf Flange width of rol'ed bean or plate girder, in Bending coefficient dependent upon moment gradient Column slenderness ratio separating el %stic and inelastic buckling CM End moment coefficient in interaction formula D Outside diameter of tubular member or concrete reinforcing bar,i d Depth of sodium, in Oiametar of bolt, in d1 Owrall depth of stiffening lip, in Ern Modulus of elasticity, simple Minimum depth required Of lip, in city, 29,000 ksi a Eccentricity of axial load with respect to the centroidal axis Fa Maxima allowable average compression stress, ksi F Maxima bending stress permitted on extreme bean fibers, ksi b Allowable bending stress in compression flange of hybrid 018' girder, ksi F Maxima allowable compressive stress it flat bean web due to bw bending, ksi F Maximum allowable compressive stress on unstiffenad alemwts,ksi FT e Euler stress fcr prismatic member divided by factor of safety,ka: F Allowable bearing stress, ksi FL Allowable axial tensile stress, ski Fv Allowable shear stress, ksi Fy Yield point, ksi fa Actual computed axial stress, ksi Actual computed bending stress, ksi f�,, Actual compression stress at Junction of flange and wet, ksi fI� Specified compressive strength of concrete, psi ft Actual computed tensile stress, ksi fv Actual computed shear stress, ksi I h Clear distance between flanges of a beam or girder, in Imin Minimlma allowable moment of inertia of stiffening element, in4 I Moment of inertia, in Ixy Product of inertia, in4 K Effective length factor L Full span for simple span beams; Unbraced 'length of member, in 1 Unbraced lenoth of member, in ib Actual unbraced length in plane of bending, 1,1 M Banding moment, kip-ft or kip-In MI Smaller moment at end of unbraced lengtt+ of beam-coiurm Larger moment at end of unbraced length of beam-column N2 Actual length of bearing, in P Force or concentrated land, kips p,mx Maximum concentrated load allowed by web crippling crlteria,kips [NIT: UOP DATE: /BZ iPAGE: ;.3. : ARRMCO Arnica Building Svstef^a LIST OF BASIC SYMBOLS, Cont'd. v REFERENCE LIST OF BASIC SYMBOLS, Cont'd, Q Stress and/or area factor to modify allowable axial stress AISI I-8.I-10 Qa Area factcr to modify members composed entirely of stiffened AISC Pgs.6-IO members Qs Stress factor to modify mwnbers composed entirely of unstiffened elements R Reaction or concentrated load, Kips; Radius, in r Governing radius of gyration, in rb Radius of gyration about axis of bending, in rt Radius of gyration composed of compression flange and 1/3 of web in compression in S Secion modulus, ini t Thickness of base metal of any element or section, in V Actual shear, kips W Uniform load along member, kif w Flat width of-slow t exc'muive of fillets, inc x Subscript relating symbol o major axis bending y Subscript relating symbol to minor axis bending Displacement of loaded member from itt unloaded position 1 INIT: ]OP DATE: PAGE: 3. ARM p BUILDING ENGINEERING NGINE DESIGN LOADS V LAiG I IL, INC . S62) CINCINNATI,OH/32e6.562T UBC -82 1:36 Slope REFERENCE ( 1) Main Frames R Uniform WP. \ g (Suction) LR din (Suction) Code 1982 Edition WW -� (Pressure) -i LW (Suction) International Live Load = 12,0 psf (Bay X Span >600 ft2) Conference of Minimum = 16.0 psf (200 ft2 4 Bay X Span 4 600 ft2) Building = 20.0 psf (Bay X Span e 200 ft2) Officials Live Load Design: Z 0 psf* Snow Load Design: psf Wind Speed Design: mph; Exposure ' 8" _ Height Zone: Ht. L 20 ft. Measured at point half way up roof slope Wind Importance Factor: 1.0 Wall Construction: ® Enclosed; U Open** ] Method of wind „d calculation: p = Ce Cg qs I (Applies to all building components) Ce = combined height, exposure, gust factor (Table No. 23-G) Cq = pressure Coefficient (UBC-82 Table No. 23-H) qs = wind stagnation pressure (UBC-82 Table Nc . 23-F) UBC pg. 144 I = wind importance factor (UBC-82 Section 2311(h) ) UBC pg. 131 IPN Avg. fghosom 1Nfysr) N8(psr) Le(9sr) LM(psr) I"osore CW �U.B U.) 0.7 0.5 'B' 7.28 6,37 6.37 4.55 Less 70 'C' 12,18 10.92 10,92 7.60'B' 8.Y 7.28 7.26 5.20 'C' i1.52 11 8J ]1.81 8.l5 '6. 9.52 8.33B.77 5.95 Less 80 "C. 16.32 14.28 It.28 10.20 6' M ali 9.52 9.52 6.90 20' o _C' 17.68 15.47 15.67B' 11.76 10.29 10.29tess t 'C. 20.16 17.66 17.66 12,60 90 6' I7.M 1].76 117620' orry 'C' 21.8/ 19,11 19.11 * Alternate and adjacent span loading is required on continuous span members supporting uniform live loads less than 20 psf. ** A structure with more than 30`K of any one side open shall be IN IT: considered an open structure. Non-impact resistant glazing shall be considered an opening, DATE: __ ARMCO ATLANTIC, INC. ARMCO BUILDING ENGINEERING VCINCINNATI.^462K5622 (Z) Wind Bracing REFERENCE— — Pressure coeffeicient, Cq = 1.3 IIP11 A,y. 141gnt (.Down Ml-d 8r<clny 1010. pN `— 'e 11.83 Less th.n 20' 10 ''C' 20.28 e' I s2 - 20' or More _ — 'C' � 23.91 8. 15.47 80 'C' 26.52 .8. 17.68 20' or Mort C. 28.73 less tbn 20' .8. 19.11 90 -- 'C' 32 76 21 86 20• or Mort Definition - Local areas c b b c b b b Q Ck eI � G b b d Y C el e q e i Local Areas at Discontinuities a - Roof Interior — e - Wall Corner b - Roof Edge f - Wall Interior c - Roof Corner z - Zone WidthR Local pressures shall apply over a distance from the discontinuity )NIT, 4 ` Of 10 feet or 0. 1 times the least width of the structure, whichever is smaller. DATE. ARMCO AKMI.V A I LAN 11C, INC. BUILDING ENGINEERING V CINCINNATI.OM 4524, 5622 (3) Roof Framing and Roof Panels REFERENCE Live Load Design: psf (minimum LL same as main frame) Roof Wind Loads - psf sp8 Ar9. FxD Interior Eege Strip Carnar Interior Eo9e Strip Corner 1419nt Purlin 6 purlln 6 Purlin 6 Roof Coof Roof Roof Panel Roof Panty gpof Pant) fattener Fastener Fastener Lpl Ift Opt Ift Uplift Up l l it tg I It Op l I it PMSSUM Coefficlwnt C9 1.1 2.0 3.0 1.1 2.5 3.5 Lefs B. 10.01 18.10 27.30 10.01 22.75 31.85 Man 20' •C" I7.16 31.20 16.80 17.16 39.00 5•,60 70 20' •8` 11.11 20.BD 71.20 11./1 26.00 M.i^or Mere •C. 18.59 33.90 50.70 1 J8.59 12.25 59.15 Ls B. than 20' 13.01 23.90 35.70 I1 29.75 41.65 _ J.0 C. 22. 4 10.90 61.20 22.11 51.00 71.10 20' `6• 11.% 27.20 40.80 14.96 34.00 17.60 or Mort C. 24.31 //.20 66.30 24.31 55.25 77.35 Less B. 16.17 t 29.10 11.10 16.17 36.75 51.IS Mn 20' 90 C. 27.72 50.40 75.60 27.72 63.00 BB.M 20' or Mere b" 18.b 37.60 50.10 18.18 42.00 58.80 C. 30.03 S/-60 81.90 30.03 68.25 95.55 (4) Sidewai1 Framing and Wall Panels Wall Wind Loads - psf I - - IN1 Ar9. Cap. Interior Interior Corner Corner Interior Corner INI9Rt wall wall wall Mall W11 WI1 .. Coaporlent Cproanent Component Component Fastener Fastener Pressure _uttlon Pressure Suction Suction SYctlae pressure - Coefficient CR 1.2 L1 1.2 2.0 L1 2.5 Less B. 10.92 19.01 10.92 I8.2 10.01 22.15 0.an 20' 18.12 17.16� 18.72 31.20 17.16 19.00 70 20' "8• 12.48 11.1/ 12.48 20.60 11.// 26.00 or "ore _ .C" 20.25 18.59 20.28 13Wia.03 80 18.59 12.25 Less •8• 13.09 11.28 than 10' 23.80 13.09 29.75 'C- .2 AI 24.48 R.80 22.44 51.00 80 20' '8" 21.96 16.32 27.20 11.96 34.00 or Ibn C. 4.31 26.52 4.20 21.)i 55.2S Fth.n "8• 16.17 17.64 29.10 16.17 36.75 _C /.72 30.21 50,10 27 72 63.00 90 "8" 18.48 20.16 - 1)_50 18.48 12.00 INIT__`C" 0.03 12.76 5/.60 pi,OJ 68.25 -- DATE: PAGE. LS_3 f ARM 0 „ L BUILDING ENGINEERING � CINCINNATI,OH e52e6-5622 (5) Endwall Tosts REFERENCE Wind loads same a; (4) Sidewall Framing and Wind Panels. (6) Overhang Seam;, Parapets, and Roof Framing Live Load = Same as Main Frames Parapet & Canopy Wind Loads - psf T_._ 7- - I Parapets renp.t Canopies 6 Canopy. Roof MPH Aw'ge Fsposurt In "d 6 Fastemrs Orerhangs• Fasteners "fight Outward suet Ion Uplift Uplift Pressure Coernclent Cq 1.3 1.3 2.6 3.3 T Less •8' 11.83 11.83 25.48 30.03 I than .o• - 11!( ro C. 20.2e 20.2e 43,6e 51.48 20' '8• 13.52 M52 29.12 34.12 0- Mart 21.97 21.97 e7.32 55. '7 Less •B' I5,1' 1S.47 33.32 39.27 than 20' 'C' 26.52 26.52 57,12 67.32 20' '8' 17.6E 17.6E 33.08 44.6e or Ibrt - II I '[' 28.73 29.13 61.8E /2.97 Less •8' 19.11 it.11 41.16 e8.51 then 20' 'C• 32.76 32.76 70.56 83.16 90 - _ 20' '6• 21.94 21.84 41.04 55.N or "are •C' 35.49 35.49 76.44 90.09 * Includes overhangs at eaves or rakes. ' (7) Collateral Loads None unless specified 0.-•gn Load Coatinations Dead + Live Dead + Wind + Snow* Dead + Crane + 4 Wind* Dead + Wind Dead + Snow + : Wind* Dead + Crane + 3/4 Snow* Dead + Seismic Dead + Seismic + Snow* Dead + Snow* NOTES: Allowable design stresses may be increased by 1/3 for load combinations of wind and seismic loads except for certain seismic connections. For wind loads on buildings above 40 feet, refer to UBC-82 Code. * The code defines snow load separately from live load, snow loads, including potential accumulation at valleys, parapets, roof structures and offsets shall be determined by the governing building official , * Snow load 30 psf or less need not be considered with seismic. Snow load greater than 30 psf may be reduced by as much as 75% upon approval of building official . DATE. _ • Crane hook loads need not be combined with roof live load nor more S y than 3/4 of thF snow load or n- wind lned. PAGE. r-� DESIGN LOADS ARMCO Armco Building Symms V BOCA 20/15 IS.p I0.5 Slop REFERENCE � 1_'c_.0 � The BOCA Ba 1 u Typical Gabled Building Building Officials 3 Code Administrat International Inc. (1) Main yra"s Surface � _. c f na ar T? paf a ��9 • Mo os pressure Wnd"ro Roof Mil psf s -1.00 • 1&0 psf (suction) Leewrd Roof 15.0 psf a -0.71 • 10.5 psf (suction) -- Lee.ard Wail 15.0 psf s -0.5 7.5 psf (suction) Live Load • 20.0 psf (2) 'Wind Arocind sign p i 1.3 • 15.0 psf s 1.3 • 15.500 j l3I p�rlins and Root pangs KtKe fve Ldad • 20.0 ptf Normal uplift p ■ -1.5 • MO psf s 1.5 • 22.5 psf (a) Guts aed Wall pangs • IS.O psf s 1.5 22.5 psf Suction p ■ .1.5 a 15.0 psf s 1.S • 22.5 psf (5� Overhan irr Load • Lave nelgnt. 20.0 psf Wind Uplift• p a -7.0 • 15.0 psf a 2.0 • 30.0 osf (6) Collateral Loads ToneTSipec i f i to Dasion Load Cor'Jlnations Oeed • Live .750180 • Live • Wind) Oead • Live Crane Dead • Show .75(0va4 • Live • Wind 4 Crane) Coed • Seismsc Dead • Wind' i ROTES: • Allo.able design stresses may be increased by 1/3. Side.ali height . building -idtn + 2.5; If w Z.5 then C - 0.3 a nor roof slopes up to ISO (3 1/4:12); If 15osroof sldpe1250 (5 5/a:IZ INIT: 70P use these values: .W. +t. dd ,ow 4 _ and+ .�- up i t oa •c+ent L� .3 +I.0 I I DATE:$132 Wind loads given are for buildings less than 30 ft. in h#'9" iiP AGE: 1'1.3 SELF FRAMING ENDWALLS - DESIGN PROCEEDURE ARM O Armcu Building Systems REFERENCE A self-framing endwall is the condition in which no frame is supplied in the endwall. Thus the endwall covering and connector components must carry the design loads. Vertical dead, live, and wind uplift loads are delivered by the purlins, through the rake girt, to the endwall panels which support them by column action. Endwall wind loads are carried by the beam strength of the endwall panels. That portion of the sidewall wind delivered to the plane of the endwall is resisted by the endwall covering diaphragm strength. Because of the complex nature of this design and the rigorous demands made of the endwall panels, its application is restricted to the following: 1. STEELOX Sculptured panels only. 2. Base channel only with 3/8" anchors 16" c/c. For the purpose of design, it is assumes that the purlin load is equally distributed between two endwall panels as an axial load. P Load ( sf x 5.0 ft Pur11n Spacing x BayLength ft) skip x 2 Panels P load (psf) 5.0 x BAY + 4000, kips Endwall panel beams are simple span from the rib bolt in the base 1 channel to the rib bolt in the rake girt. The uniform wind load is expressed as yips per lineal foot of panel . Load (psf) x 16 in Panel Width w S sip x 12 in/ft w = Load (psf) x 4 - 3000, Of Since some codes require high wind suction loads on the covering in certain locations on a buiiding, it may be advantageous to check wind pressures and suctions separately. The subscript: (r) denotes ribs in compression while the (f) indicates f,ice in compression. Since the design loads and panel section properties are known, the maximum allowable panel length, L. can be calculated. Known panel section properties: Sr - 0.283 in Q = 0.718 A 0.6010 in2 Sf . 0.255 in r = 1.003 in Fy 48. ksi All units will be expressed in kips and inches except w which is given in kif. There are four separate conditions which may control the maximum INIT: REw allowable panel length. The fourth condition is subdivided into four individual cases. Each of the conditions and cases is listed as follows: o.lIDATI:4,'14 PAGE a_� - C�" ARMC 0 Amoco Building System V REFERENCE Condition A Axial Compression Only KL/r < :c/ • L • 100 3.40 - 0.314 P Condition B Axial Compression Only KL/r > Cc/-/Q— L • 303/ Condition C Bending and Axial Tension F«• iw G��•�►�rrt�w� L (940. - 40.73 P) + w Condition C .Bww.(iw3 ••A &W Tiw im. ( Rt1s iw co6wr.anL.) L (104S— — 4CII F` + W Condition O Bending and Axial Compression F«• lw Coufrasstdw) Case I fa/Fa c 0.15 KL/r < Co/ 47� o.s L • 100 r0.399 + 14.42w ± (0.399 + 14.42wp ♦ (1.594P - 23.O1w Ld.44w Case 11 fa/Fa , 0.15 KL/r a Co/.j— L • 115 100 4bP + I4w Case III fa/Fa > 0.15 KL/r < Cc/ o.s l -b b 2 - 4ac 1 a Where: a x 3.26 x 106P + 4.24 x 10*4 w b x 7.68 x 10-1 p2 - 0.111 P - 14.42w - 0.399 INIT: RL"W �... c = 13,600 - 940. P DATE: 4/84 .+ PAGE: w 143 ARMC 0 Armco Building Systems V Product Development Cincinnati, Ohio 4524E _ REFERENCE Case IV fa/Fa > 0.15 KL/r > Cc/ 47— L • 100 1 L' 3P + 122.5w t �(1.88P + 122.5 w)Z - 3.53 PZ{- P'i"` J Condition D Bending and Axial Compressiorf ( Ri6r iv, Campr ufih I Case I fa/Fa r 0.15 KL/r < Cc/ t �o.s L 100 �0.44z ' 14.42 w + (0.44Z + 14.42 (1 .7n P - Zs.T,diqd �w w Case II faiFa s 0.15 Kc/r 1, Cc/fir L 1z7,�oo 1.043 + w Case III rfa/Fa > 0.15 KL/r < Cc/ 1 -b i b o - 4ac J0.5 L • L 2a Where: a • 3.L1 x 106P * 4.26 x 10"° w b • $.fZ x 10'3 PZ - 0.113 P - 14.42w - 0. 44Z C ' 15;040. - t043. P Case IV fa/Fa > 0.15 KL/r >- Cc/ -y7' o,s L • 100 CZ.otf P + 122.5 w ± I•ots P . 122.5 w x _ 4 SK Pz OJ 70—P In addition to the foregoing , R� .+ 1,_. W t. _KLk— S 200. ov L 5 Z 00.(o a selecting which formula governs any particular load condition, INIT. Q Et✓ t4. F.0 ..;.1 c.l.•l.fr., if aC�...� S.. y... <.,..e..e..� - / I c - DATE: rr84_ Cc , 129.9 ,. C r s..wr �Y - 130. 3 r� AllPAGE: 3 r-� ARMCO Armco Building Systems Self Framing - Endwall V Product Development Cincinnati, Ohio 45246 REFERENCE UBC 1982 Edition Because the 1982 UBC code requires high wind suction loads in certain local areas of the building, some buildings require panel reforcing in these areas. To cover all of the standard offerings, the critical case for three distinct con itions will be exam?ned. If only one condition appears in your custom analysis it is because the others do not apply. The three cases are: Case I 8' S 10' High - All wind loads except 90 C Max loads: LL - 40.0 psf Height 10'-0" Wind: 80 mpi, Exposure C Wall Panels: No Reinforcing (Case 1I� 12' S 14' High - 70 B 6 80 B_Wind loads Max Loads: U = 40.0 psf Height 14'-0" Wind: 80 mph, Exposure 8 Wall Panels: No Reinforcing Case I11 12' S 14' High - 70 C, 80 C 8 3G B Wind loads Max Loads: LL - 40.0 psf Height - 14'-0" Wind: 80 mph, dxposure C Wall Panels: Rib Reinforcing in the two side wall and two endwall ribs nearest the corners. INIT: REW DATER R4 PAGE:LI .5. 1 ARMCO Arnwo building Systems SELF - FRAMING ENDWALL v Building Enginewing Cincinnati, Ohio 45246 1 REFERENCE CASE X Use - a? I.ra,3�'.to M..:..v... L•.•(f OL a t.r r,t LL a 40.0 P,( 8113 Wt. 14'-41„ M... W:1K 24'•0 • M.K. 6.; : 24,0" (W:.1 ) M... 8>7 20=0- vi.A : 90 -pi, i Eg0t.-e 9 W-11 p—ot rlk ra•.(ar.s NOT REOwRFD 40. prC LL NOT nVA1LADLC i. 24'-0" S.ys C4aa4 DL • LL P z (td r 40.0)y,t SO w 20.0 '.' 4000 P a 1.0cS l:Pf I Ar....e KL/r = L % 3031 i.0i3 z L14. CLo.k At,....rf:... ; L > r 130.3 QK. UPrar L;..1t KL./r S 200 L s ZOO + K - 200 ( 1.o03) + 1.0 + 200.(, L,A, 200,4 " > L•,. r p2.0 Q CLa.k DL WL Carnar w4i%. - 0.1 a 24.0' • 2.40' ! JAD it s.... tLs r.l• 013. ,t,.r ;l only 1„01. tie 1,.1 p.-1:. .f -...a tl,.. s.0 Co,t C.._ tla e..e , e•I, i.1..;•r wi.A .rrkdl M. f.11 R«S U71itt a 13.01 Prl P a ( 13.04 - L.S ) p,s r 5.0 a 24.0 + 41000 P 0.318 k;P, t Fr- I. Mao:... P..c1 St—all Wo.;•r sv.tiaw - rlkf i. to, rratsion w 13.01 p.F . + r 3,o00 . 0.017C 41F vL' 0.0ITSLIC (14.33' L- M R E—Z c± ' S39 INIT: Re`✓ I•L ' 5.39� = O.L93 ;.3 >. 19.6S :ri DATE: `/34 PAGE: ARMCO Armoo Building Systems V Building Engineering Cincinnati, Ohio 45246 REFERENCE �.r.tr 1 I+1 er;.r Pre♦rrra - C..a 7, u+ �ra„;.w W 14AS r,i x 4 16 3.000 • D.o110 kli t4 • w(y 0.0110 hIG (14.33 )t 72 �. •" 8 8 t S.9S Sh • S.dsc, * 6lifs, c.2 s 22•t k,t Lfariar Prt,rura Is Cr&: I L..O.,, ' (440. — 4473 a 0.318 ) 4 0.0110 z11. " h.f n too.," L.11w " 200.6a > tit." p K. CLaak D . L/2 + W P (t.f . 40.0/i 20 + 4,000 P • 6.135 k:f, + < P C.r D+ W Arru..• �./Fa s 0.1f KL/r 2 C./yr—Q L.I" ' 0.140 • OAK + I12.4 r 0&0110 = 212.6 CLa•k A+•u..rf:.+r Fa, + 103,700 i ( 21t.i")' s 4.5I hei S. • 0.235 kif, + 0.6010 .' • 0.391 h.: i./Fr s 6.311 + 4.St • 0.0d7 i O.IS 0.K. KL • 212.G " > rC.14 • 130.3 O.K. L 1 + L W/t p ( 2.5- + 4.0.0 - i.f5 ) P.j r S • 20 i 4,000 p • 0.819 k:Pr �../ W o (].0 t10 r L = �'.00YS k�� }yc6 • Cow.P.0 iSion INIT: A sw A tsu..e O. If KL/r > DATE- 4/84 I PAGE: ARMCO Armco Building Systems v Building Engineering Cincinnati, Ohio 45245 1 REFERENCE o.s L 100 C1.88P + 122.5w t 1.88P + 122.5 w)2 - 3.53 P2 .7.) r& o.s L = 100 ri 2.BS t g.1¢ - 2.YS L 0. It37 J C4s<L or:�iw�l an��yti�ws , ;' 0.811" + O.GdI ;.' a 1.416 ks; {,/F, • 1.416 + 4.T8 0.327 > a1T O.K . KL 210.14 > O.K. .II.V 210-10 Ld1.. . j0o,G" > L... 172." 0.K_ C6e.L DL • WL - C•.-er FI%J !La .+a:. •••.1 Lot lel:.e.<.( f. it. ee..<. i.wa p...lr 6ytLa o-.a r,..l:.. Tl.- ew• yr.l:. i. VO' ♦••._ 6r:U:,.3 4.4 :loot (I4'-•") fp£W <. .t:tr. EA3a ft.:r ....) •..oar "�l;Ct ,13- 2t 4•a N < af. If o" - 48" • 1T.3- .. LIS, N.fe E..- tt.et to covet..-..oh tf<.r•.1 t. tLa T;.L...II Pa.olT N A.t --y %.—I Irw1 t•..• tti. -o_6.r ;o 003430.1%. UPIM tale Ttr;P • 2:.50 psr LPIM C""' aewt = 35.10 pS 13.10 . 11.20 - 2.f. 24,0 ) ylt + 2 P 3G4 161 >. J iG4 < :P, FDATE: 'N /8,L ARMCO Armco Building Systems v Building Engineering Cincinnati, CM0 452ffi RE°ERENCE FYII 6.QC -` +-- V.JiL - (11" � LO" ) = 2 a 40.5 •' tr 3,3$ rr P a ( 13.01 - P 2 430 IL. .r 0.+30 i;rf t Foil Ave.. UPI:=f '.l Ra"La 'irt rft.a(r p_ a 0.430 kv t x Pa.alL - o.xfs 1,r. f Wi�.� SYctiow v 23.80 pt r 4 + 3.000 a 4L0317 Wr M = w l= a 0.031T 41f )4,01)2 It i. .• . S 8 • 4.3 L 1,32 + 0.283 Fy • l 17 . e.G r 4S Le; • 38.4 f4 . 0AIT 1+r• + at0f0 ;,' = 0.M r.; �� • 1.3, 0.6 • 48. Lr; = 38.4 L.: G. + r+ a 0,3f8 + 32-L a D.01 r 0.8G 0.8T Z Fa F,. 38.4 3s•4 0� CI,..k D + L/L + W - c..,.. P a ( z s + +0.0/1 - 13.Qy Psf = 3.14 . 200' '.- 4,000 P 0-15.9 k:re 1 w a 0. 0711 kiC A fr...y r.� F4 '� O. fS K�/r s C, 147 L 11 700 = i• 43 . 0.1f9 ♦ �2i.4 = s 177.7 !'.OIIT d I-sll.v - 177,7•' a L . 172.0 INIT: R E w DATE: 4/84 lPAGE: 3.1 — r� ARMCO Anneo Building Systems V Building EngInWI,1g Cincinnati, Ohio 45248 REFERENCE Clack Arf-..F};..= ;1 . O. ;ST M:�+ i (.%4010 i.1 0.2LF kr; F. = 203,100 } ( 117.7" )% a G.4s 6: ;a /F., a 0.24f r 4.45' a 0. 641 It 0.I5, D.K. KL 117.1 > r C./V V Ile. ., D.K. GL•ak D . L • y/L — C.•-,r P ( 2.5 J 40.0 - 13.01 /t ) r,! = 7.30 20.0' i 4,000 p a 0.908 k:rr f. • $.108 k;rl T 0.4010 Cc • ilt= 6/Fr 2 i021,(00 ! 48 • I10.1 Cc 1Y `+1 ' 110.1 'F 0.118 I21,T 9 L /r = i•0 • Ii8" 4 1.003 • 147.S F izxaE it 7r' ZTJOO k.: •1 • 23(r�/� 13 ( I(1,S ) ` F,,, 1.13 /v;.J ) . S,ai 1•; • 7.21 Is: F. I.01L ! Lzl a140 s o. IS" w - 0.0311 tii i 2 • 0. 0159 kl; M , w L` , 0.0194 kii ( 14.0 0 )= It 8 a M = Tf- 4.4 r ;k 4.0 =" i 0.293 ;• 3 a 1G.S0 k.: Fk • 21 • ,6 • 4a. Irr; a 38.4 kr: 1.o1L IG.S F. Fy '1.21 ! 3H.4 0.14 0,43 • 0.5'7 j 1r Cr MIT. Rew DATE: 4/34 IPAGE: _' r� ARMCO Armen Building System v Building Engineering Clocinnati, Ohio 45248 REFERENCE C1e.k W.II Fdsta�ers Use 1 c 1/601, A- 307 1P.1t pa, r...I r:b A • 7f r1/4 . 7f ( 0. 77f"1` + 4 = 0.rr0 CGa.k DL • L L V = 043 kips �� • 1,093 kys + 0.110 in' 4.96 ksi < F 10.(, C6ack DL . WL a1Ie si•;p orl;l} is ft. ar:1;..) c"e . V • 0.364 kip: t P a 11.75 p,t a 1.113 ft/p.•al . 14.0) s (L . ),POO i P a 0.178 lops �r a 0.364 lops a 0.110 i.~ a 3.31 ksi Ft • 1.13 • 14.0 - 1.8 C 3.31 1,., t 1.17 mo k,; AISC 1•9,3 Ft a it.L kV; Ft • 0.278 k;P, - e.110 ;ems 2.53 F.: Ft 0.9. All otter c»,es C.K. 61 1•spa<f;en, L MT: aEw DATE: 4/84 .. ..., PAGEi 3. ; RAKE GIRT - SECTION PROPERTIES ARMCO Armco Building Systems V 1 _ REFF,RENCE Section Properties Rake Girt - Self Framing Endwall I TK 0.100" Fy 36 ksi c of t y - - - -Y �( .---- X Y_ _ c � Y -_ Q X , X _- Axis Y - Axis Elm 7x X X -TX2 1y a 2.5 .05 .13 .006 4.35 10.88 47.31 15.63 b 8.25 4.23 34.9 147.62 561.5 3.05 25.15 76.75 - c 3.0 8.4 25.20 211 .68 1.5 4.5 6.75 27.0 1 5 8D 7 n 3f 4b34 lMb.Tr LY(P) - 263.81 LX(X) - 119.59 -1= I o 1x3+ 12 - 46.79 ;y3 + 12 - 3.55 Ixit TTr Ix/t - r77 P - 60.23 in2 + 13.75 in - 4.38 in X • 40.54 in2 + 13.75 in - 2.95 in Ix - 142.1in3 x .10 in - 14.23 in4 Iy 14.77 id x .10 in - 1.48 in4 Sxq - 14.23 in4 + 4.38 in - 3.?5 id Syc 1.48 in4 + 2.95 in - .502 in2 Sxc - 14.23 in4 + 4.07 in - 3.49 in3 Sya - 1.48 in4 + 2.65 in .56 10 rx - 142.3 in3 + 13.75 in - 3,21 in r = - '14.77+ 13.75 1.036 in INIT: RCR DATE: 3/83 i PAGE: 1.2. 1 vm�" ARMCO Armco Building Systems V REFEREN' E Elem. c_ (Bending about X-X axis) w/t 3.0/.10 - 30 63.31, - ^36 - 1U.55 144/ 36 - 24.00 Fc - 19.8 - .28 (w/t) 19.8 - .28 (30) - 11.4 ksi Elem_a (Bending about X-X Axis) w/t - 2.5/.10 - 25 Fc - 19.8 - .28 (w/t) 19.8 - .28 (25) - 12.8 ksi Elem. c (Bending about Y-Y Axis) w/t - 3/.10 - 30.0 63.31 / r - 10.55 i w/t 144/- FY - 24.00 30.0 24.00 Fc - 19.3 - .28 (w/t) Fc - 19.8 - .k3 ( 30 ) - 11.4 ksi Elem. a (Be- ing about Y-Y Axis) w/t - 2.5/.10 - 25 Fc - 8000/(w/t)2 , 8000/(25)2 - 12.8 ksi Find the maximum allowable Perlin Load, P. Because P may be either an uplift or gravity load, the moment capacity must be checked in each direction. With elcgnent "a" in compression the allowable stress has been increased by 1/3 since this condition can only be caused by wind uplift. Sxc - 3.49 in3 Fc - 11.4 ksi Sxa - 3.25 in3 Fa - 1.33 x 12.8 ksi - 17.02 ksi Mmax F b S Mc = 3.49 10 x 11 4 ksi - 39.78"k Ma 3.25 in3 x 17.02 ksi = 55.32" , INIT. RCR !DATE: 3;33 jPAGE. 3.'_.? AP.MCQ Aimco Building Systems V REFERENCE Compression in elem^nt "c' governs the gravity load. M - PL 4 F 4M • L Allowable ' M = 39.78"k L = 16.0" all - 409.78"10 + 16 - 9.9V (gravity Ma = 55,32"k Pali 4(55.32"K) + 16 = 13.831 (wind uplift) Check Connec Jon Use 1 3/8 14 A-307 Bolt per panel rib Single shear Fv = 10.0 ksi Vallow = FvA - 10.0 x o• (0.375")2 - 4 = 1.10 kips/bolt Check bolt bearing Min panel Tk = 0.023 Fy = 48 .ksi Fu = 1 .08 Fy 51 .8ksi Use double panel thickness, bolt connects to locked panel ribs. Nut and bolt have configuration to simulate washer characteristics. Therefore, use bolt w/washer design values. Fp 1.35 x 51.8 ksi - 69.9 ksi Vall - 69.9 ksi x 0.375" x 0.023" x 2 Tk's 1.21 kips/colt Bolt shear governs connection all ' 2 Bolts x 1.1 kips/bolt = 2.20 kips (gravity) Pall = 1.33 x 2.2 kips = 2.93 kips (wind uplift) Rib bolt governs vertical loads all = 2.20 kips (gravity) P = 2.93 kips (wind uplift) Maximum Bay Length Bay length = 2(P11 )1000 20.71 ft. for H Load INIT: _ RCR urlin spacing Load DATE: 11182 2t'-0" end bays in H load are not available due to rib bolt - shear. PAGE: 1. . 3 ARMCO Armco Building Systems v REFERENCE \ Endwall wind causes a uniform load along the rake girt bending it about the Y-axis. The rake girt is then supported by the axial strength of end bay purlins on 5'-0" centers. Find the maximum allowable wird load, w. Since the section proper- ties and allowable compressive bending stresses are different bending must be checked in both directions. The subscripts used refer to the bending axis and/or section element under consideration. Syc = .471 in3 Fc - 11.54 ks' x 1.33 = 15.35 ksi Sya - .53 in3 Fa - 12.8ksi x 1. 33 17.02 ksi Mall Fb S Mc = .471 in3 x 15.35 ksi = 7.22 in.-kip. Ma = .53 in3 x 17.02 ksi 9.02 in.-kip. Compression in element C governs the design. M = r!L2 = 6 w - 8M = 0 = L = 60 in. Mall - 7.22 in.-kip 1 Wall = 8(7.22 kip-in.) - (60.0 in)2 .016 Kips/in. �11 = 016 kips x 12 in x '1000 ibs. = 192 plf rn. 'fit Tcip— Check Coni,action Use 2-1/2 ' A-307 bolts at each purlin Single shear Fv - 1.33 x 10 ksi - 13.33 ksi Vallow = FvA = 13.33 ksi x .r ( .500")2 - 2.62 kins/bolt c,r 5.24 kips/connection Check Bolt Bearing Min. purlin Tk. _ .056 Fy - 50 ksi Fu = 1.08 Fy = 54 ksi Fp = 1.33 x 1.00 x 54 ksi - 71.98 ksi Vall - 71.9 ksi x .5" x .056 - 2.02 kips 3.72 kips/connection a.- INIT. RCR DATE: 11/8Z PAGE. '�'= ARMCO Armco Buliding Systems vElwlding Engineering Cincinnati, Ohio 4S246 REFERENCE Bearing Governs Wall 2.02 kips Purlin x 1000 lbs. ur x n T-6-7t cep^ 403 pl f Rake girt bending governs wind load Wall - 192 Of Maximum W - 25.4 lbs/sq.ft (SBC 110) x 1 ft (of wall) = 184 plf < 192 plf OK UsC - St -1 �e3t3h lOCka GrecA4.r -tlkml �k t! Lfer.o♦ P.etrvrc. — Elese.f 'c' t W 24. 48 F.( • 14.0 Q T L w c 171 . rIG 112 PIC 0`. �er•er S•a};ew - Ele..re.f 'o.' n e.�P.e Rios F 2.40 ff or z8.8 " w • 40. 80 ?4 w c 27.8pI; i I I l 1 II z - 60.0 " a— a 16. 60.0" R , ' zt.s Pl• • 2D.8 - lGf� f2Dr ( 510* )� - ( L * 23.8 Pli ) = $L81r,• or ;. 68 M11 5.43"' — D.S3 iwt + 10.1 L.: < 17.01 lir: -- If 29.9 a.: INIT RE'N o DATE: 5/3a PAGE ENDNAL. ;:APHRAGM ARMi Q Armco Building Systems V REFERENCE j Thr :nowall panel diaphragm carries a portion of the sidewali wind Armco 1 To determine the diaphragm strength and stiffness Lf the 1Fesearch S e I panels. A full size test was conducted. It was found that ecT Wno(o th , � timate shear strength was inversely proportional to the panel certi 1e It jths for standard endwall construction. For the purpose of structural de.'.gn, four height groups were established, 8'-0", 20'-0", 12'-0", Report No. 1 0". Sept. 17,1 Saes - Design Load Value •0" High Sdes = 244 plf Des, n of t a e 10'-O" High Sdes = 181 plf tee 7Sarams 12'-0" High Sdes = 155 plf 14'-0" High Sdes = 130 plf l i 'INIT; JOP DATE a/n? • (PAGE. 3.3. 2 ARM O Armco Building Systems ac - 8Z 3¢LF - FRAMING E.W• DIAPNRAGM &:Ilding Engineering Clocinnati, Ohio 45249 REFERENCE N... h ,..l L..d 0;.r1,..1.,. 51, 41 Mt.. N„_4.r .G M;.. N...L.. .( f31d Dar;7� La. S.V, W:.1 L,%.I ct. R•y:.l. F.II W L.V. P...Ir Fi•:��1 MpN esr...rp JL �r III Bar I1 B.J IC B.r 11' f3.r IL B..7 i 7D 0.4>6 ` 0.S48 ` I i.7S 3.96 a 3 G 0.730 0.173 4.11 4.28 4 5, 8 0.5 r7 K 0.743 K J f1 4.79 3 4 L So c o.9sSK 1.173K �.rc 8.z' S l qp B 0.420 4 0.11 7 K 4.44 5.9L 4 T C. N.A, N.A. M.A. N.A. N.A. N.A. 70 B 0.497K O.t[2K 382 5.�9 3 4 c 0,852` 1.134 K c. 3.74 S 6 AG SDK 0•SLL ` e.00 ;.pG 4 S 4 80 ,.114 K L4dSK B.S7 11.4Z 7LI S 90 S 0.803 K f 070K L.4 8.13 S 7 C N.A. N.A. N.A. KA. N.A. N.A. N•w.. W+.�l L•.1 D'+'4.r�.. Sl.o• n:.. Nr.•.lar .G M:�. Nv..La. .i f3W 0a1;1.. G....- S.V. W... I L:.a.i It. 9-t'J F.11 Ni. E.W. P.-.ir He•��T MPH Exr.t.re 20' 0.7 24 8•7 20 B.7 24' a3.7 20' B.r 24' 8.1 6 0,710 0.9ei ` 4 f.58 .s0 1 70 4 I � G I,ZI'1K 1.460K 7.8 9.41 b ! R B G.9L8F 1.114K £99 7.19 I a 2' C 1.5,91K 1.909K IO.LL 12.J2 3 10 i 40 Is 1.141 K 1.374 K 7.40 9.88 0 7 C. H.A. N.A. N.A. K A. N.A. N.A. 70 B 0.818K 0.994K 4.37 7.cS S G L4.10 K I.704 a l r0.9L IJ.11 9 r0 © 1.083. 1.299 . 8.33 9.99 � 8 14 8D C 1.8S6K -228K 14.2P !7.14 11 13 3 J8 K I.;oS K In.0 i t,35 8 p INIT: REW 90 4/84 N.A. N.A. N.A. N.A. N.A- DATE: - - PAGE: 3.3.; AR_MGOArmeo Building Systems SELF - FRAMING ENDWALL DIAPHRAGM V REFERENCE_ Sample Calculation Example Case: 8'-0" High 20'-0" Bay UBC 30/25 Load Sdes - 244 lbs/ft From load tables in Section I W.L. - 25.0 psf H = 8.0 ft L - 20.0 ft Calculate the maximum diaphragm shear load, V. V w x 7 x 7 = 25.0 psf x k00 bs x—T— 2x'2- -0.0 =1.0 kips Find the minimum effective length required to carry this shear. Lmin - 1.0 kips - 0.244 Of - 4.09 ft. Minimum number of full height endwall panels required 1 No. - 4.09 ft = 1.333 ft/Panel - 3.08 Panels Minimum Required = 4 Example Case: 10'-0" High 20'-0" Bay UBC 30/25 Load Sdes - 181 ibs/ft From load tables in Section I W.L. - 25.0 psf H _ 10.0 ft. L = 20.0 ft. Calculate the maximum diaphragm shear load, V. Y w x 7 x 7 a 25.0 psf x k�;6 lbs x 1— x -T= 1.25 kips 11o000uu red i Find the minimum effective length required to carry this ;hear. Lmin = 1.25 kips 1 0.181 klf - 6.91 ft Minimum number of full height endwail panels required No. = 6.91 ft - 1,333 ft/Panel = 5.2 Panels INIT =N Minimum Required 6 DATE. 6/84 PAGE °�_ CIM" `M'CO Armco Building Systems SELF - FRAMING ENDtvA.L DIAPHRAGM AR V REFERENCE Sample Calculation Example Case: 12'-0" High 20'-0" Bay UBC 30/25 Load Sdes = 155 lbs/ft From load tables in Section I N.L. - 25.0 psf H - 12.0 ft L - 20.0 ft Calculate the maximum diaphragm shear load, V. Y = w x T x 2 25.0 psf x kid_ x - 2- ---2 1.5 kips 1000 lbs Find the minimum effective length required to carry this shear. Lmin - 1.5 kips 0.155 klf 9.68 ft Minimum number of full height endwall panels required No. = 9.68 ft 1.333 ft/Panel - 7.27 Panels Minimum Required 8 Example Case: 14'-0" High 20'-0" Bay UBC 30/25 Load Sdes - 130 lbs/ft From load tables in Section I N.L. = 25.0 psf H - 14.0 ft L - 20.0 ft Calculate the maximum diaphragm shear load, V. V w x 2 x 2 25.0 psf x 1006 Tbsx 1L_ x 20.0'- 1.75 kips Find the minimum effective length required to carry this shear. Lmin = 1.75 kips = 0.130 Of % 13.46 ft Minimum number of full height endwall panels required No. = 13.46 ft - 1.333 ft/Panel 10. 1 Panels (NIT: a"N Minimum Required 11 DATE: 5/34 PAGE: .;.'.t ARMCO Armco Building Systsms .4ALL i3OVERM,, - SECTION PROPERTIES l - REFERENCE SECTION PROPERTIES - SCULPTURED STFEI.OX L In21 �� f•4F.. `� 7 I 4./7S .vS7 .843J ig„g-7S 843 24 GAGE Design TX • 0.023 Fy 46 ksi Yinina Base Meta) TX • 0.D21 A 0.95 • 0.022 One Nil Coating each Side _ • 0.002 1 Mlrim m Coated Thickness • 0.024 BENDING GROSS PROPERTIES NET SECTION PROPERTIES OIRECTION � I-in'' A-in' rx-in IX-in° SX-in3 A-icy 0 Ribs in Compres ion 0.6044 0.6010 1.003 3.5970 0.29ZE 0.5321" 0.7 B Face in Conpressionj 0.60" 0.6010 1.003. 0.41R 0.255 0.4121 0.71E NOTE: Net IX shown is for load determination, Ix for deflection determination may be slightly Iarger. i IN IT: Y7P DATE: 5/82 i �"' , PAGE: 4-L ARMCO Armco Building Syatgins U B G 82. WA"4 P^W SL.S v Bmldtig Engineering Cincinnati, Ohio 4524e ♦ 1 ya REFERENCE SC.u�� IJi•'rl JIGG�071 24 G .9a Fy • 48 :. : AV Z MPH Less B it.17 11. ZS z1.17 z3. 30 Tk., 20 C. 16.17 12.0G $1 16.17 17. 71 70 20 •. 8 14.81 14. 14 11.81 21.79 l__ H••� G I5'.54 11. 130 S.54 17. 10 Lois 18•Sz Is'. if 19.f x0. 37 T►a, 20 =. 14. 14 9172* 14.14 IS.SG 10' air a 17.1z 13.93 17. 12 11.04 M.•a G 13.51 B.Sia 13.69 1 14m5 Lass R 16.[G 12.80 a 16.64 18.71 40 tL.. it G 1z.7Z 7.46 'e 12.72 14.00 20` -r 1 t3 I5".F8 11.z0 IS.f8 17. 15 Mere I G lz.zz G.81 Z. zt 13.45 1.0 Ail•WaLia S1're ss 4 8 4.1 38.4 ks; W W&tj FpO Gh 4Y5 U, ; I L' A18 JMS ea 6..t 627 16s [NIT: REw I DATE: ��34 %AWS i'v .,nco bulWna 8votems ROOF COVERING - SECTICA PROPERTIES '-RENCE SECTION PROPERTIES - FEAT STEELOX .740 3.57' r rs r - � Q' ig.l7S i 24 GAGE Design TK - 0.022" Fy 48. ksi Minimum Base Metal TK = 0.022 x 0.95 0.021 AISI 2.2 (f) AISI 1.3 Ona Mil Co 'ina Each Side - .002 Minimum Coated Thickness 0.023 I BENDING GROSS PROPERTIES NET SECTION PROPERTIES iDIRECTION I-in; A-'"2 rx'in I -ina S -in3 A-4n2 0 Ribs in Compression 0.216 0.485 0.66� .216 0. 133 0.485 0,33a Face in Compression J.216 0.485 0.667 O.J87 O.C?9 0.160 0.330 NOTE: Net Ix shown is for load determination. Ix for deflection determination may be slightly larger. IPiIT -RDC �./ DATE a a PAGE e-� ROOF COVERING - ALLOWABLE LOADS ARMCO Armco Building Systems v i REFERENCE 24 GAGE - 2" FLAT STEELOX PURL:NS 5'0" c/c Assume 5'-0" Purlln Spacing Cher, as simple Span. be'Lms Ribs in Compression Sx • 0.131 in3 Fy • 48. ksi. Fb • 0.6 Fy O.a x 48. ksi • 28.8 ksi AISI 3.1 M • „L2 g .. Fb S 8 x Z8 800 o31 x 0.133 in3 Panel . 76.5 psf W ' __' Z �ftT.__` x —fo i'n If Wind Load: Fb • 1.3:,3 x 28.3 k$i • 38.4 ksi AI:I 3.1.2.2. W 1.333 x 76.6 psf • 102. psf (!rind) � face in Compression S,i 0.079 in3 Fb • 28.8 ksi W 8 x 28 800 psi x 0.079 in3 x Pre;l 45.5 psf �—� If Wind load: Fb • 1.333 x 28.D ksi • 38.4 ksi W • 1.333 x 45.5 Dsf • 60.65 psf (Wind) INIT: jOP DATE: 5132 .. .,,, . (PAGE: 4.2. c-� ARv q Armco Building Systems P!JRLINS - OESIGN PROCFOURE REFERENCE DESIGN PROCEDURE - ZEE LOK PURLINS Purlins are lipped Zee sections spaced a maximum 60.0" on the slope. ciffcatfor Puriin allowable load capacities are determined in accordance with all fcr—the D—esl applicable provisions of the AISI Specifications for the Design of Cold o Cof id- Formed Steel Structural Member - 1977 Edition. In additinn,' testing Formod Steel by Armci of purlins subject to both gravity and uplift loads have Structural established the following supplemental design criteria: Members 1 . The principal axes of Z-shaped cross sections are not parallel A S5 , 1.980 and perpendicular to the plane of the web as is the case ih doubly symmetrical cross sections. As a result, such sections have i Armco tendency to twiit when loaded in the plane of the web. To counter- Research 8 act this tendency, adjacent purlins are essentially mad_ "self- Techc bracing" by alternating their orientations , i .e. , one placed with I-0A 0335 the top flange pointing toward the building ridge, the adjacent 3/29/78 purlin placed iith the top flange pointing toward the building eave. 2. The most favorable orientation for a Z section supporting ,:�,.tical loads is achieved with the top flange pointing up-slope (to4aro the ridge). Because of t , arrangement described in paragraph (1) above, half of the rurlins are oriented with their top flanges pofntira down-slope. To compensate for this, allowable bending stresses in the flange for gravity loading only are multiplied by an "F8 Factor." This factor takes into account that maximum bending stresses due to biar.tal bending of purlins oriented "down-slope" a,e larger than calculated. The "FB Factor" decreases with increasing roof ;lope. At a roof slope of 1:36 its value is 0.98. (Fb . 29.4 for tk > .056 and Fb - 26.5 for t - .056)* AISI 3.4.2 3. The allowable compressiv- bending strrsses for beams laterally supported on one flange only, such as the case of purlins to which roof panels are attached, are not defined in the 1968 Edition of the AISI Specification. Extens!ve analytical ind experimental work is currertty underway to develop appropriate criteria. In the absence of these, results of Armco tests simulating actual purlin installationas were used to establish ! the following allowable stresses: (a) Gravity loads with no purlin spacers - 34 ksi NGravity loads with purlin spacers at 1/3 points - 41 ksi Wind loads with no purlin spacers " S ksi Wind loads with purlin spacers at 1/-3 points - 30 ksi l * Fb was calculated with the web's outermost fibers stessed at Fes* VW INIT. DATE: :, PAGE: 5.1 .0 ARMCO Armco Building Sveterns REFERENCE Stresses (a) S (b) apply only to CF construction while (c) and (d) apply to both CF and TF construction. Tha;e allowable stresses are limiting values Intended to prevent failure by Instability. All stress limitations of the AISI Specification lire also satisfied and often controlled. Additional criteria applied to Zee purlins as follcws: 1. With TF corr,truction, the roof dl..ohragm rarrits that component of vertical toad in the plane of the roof. 2. Pvr'In spacers are somettmes required to provide purlin Sac 110 stability against wind uplift and axial forces. All standard conditions require two rows of purlin spacers at the third points in each and bay and each braced bay. One row of spacers at mid7van Is required in all interior bays which transfer wind loads to a braced hay. I INIT: JOP t)ATE: 5/82 P AGE: AR`M'CO Armco Building Svs»ms V REFERENCE 3. 1.25" r DtP'�w i 1.25 1 3.0 r FO- ZE Yield MT. Arc{i) X - X Axis_ Y r Axis^ . . Ksi ( /ft) (1nZ in3 r 'in I in4 in3 r in .12" 36 7.2 2.22 34.2 6.68 3,935.21 1.64 1.53 17,0 2"x. I2" 36 9.2 2.61 58.0 9._7 4.71 7.95 2. 10 1.75 16.2 2"'LL2"x.14" 36 9.8 2.81 61. ' 9.98 4.62 . 13 1_91 `4 13.4 " 16 'NIT RCR • IDATE 3183 PAGE 5.1.2 ARMC O Armco Builofnq Symms i/PURLIN SECTION PROPER"i`IES FEFERENCE B 2.850� 0.750 6.050 � THK Yield wr Arta X - X Axis Y - Y AXi $.. In Ksi Ftf 2 3 in4 in3 .05E 50 2 7 .83 7. 1.91 3.15 1.24 .43 1.28 15.1 .062 50 3.0 .91 8.76 2.15 3.15 1.37 .48 1.28 15.1 .070 50 3.4 1.03 10.1 2.46 3.14 1.55 .54 1.28 15.1 .082 50 4.0 1.20 I2.0 2.89 3.14 1.82 .63 1.271. 15.1 .090 50 4 4 1.32 13.1 3.16 3.15 1." .69 1.28 15.1 IGO 50 4.9 1.46 14.5 1 3.49 3.16 2.22 .'7 1.28 j 15.1 INIT SDP [)ATE. S/32 IPAGEu� AR p Armeo Building Suntans V REFERENCE l_ 80CA 20/15 ��i� Load NaximA Spacing ■ 51-06 Dead Load ■ 2.5 psf Li n Load • 20.0 psf Wind Load a 22.5 psf By inspection OL + LL critical SEE SBC 80 FOR HIGH Apr gC) Exp• BI - w �„d u,ol��F = l3•o�psf pSf CLeSL9 n . 'f Pre re L L/e Load t ��d Load Ct!>i7�o�S OPur/jm5 are INIT: "DP DATE: 5/82 (PAGE: 5.2.5 ARMCOArmco Building Systems V REFERENCE SEC 80 Maximum Spacing 5'-0" Dead Load - 2.5 psf Live Load - 20.0 psf Wind Load 13.0 psf (uplift) D + W - -13.0 + 2.5 - 10.5 psf 0 * L - 20.0 + 2.5 - 22.5 psf .D } L.is criticallosd combination 12'-0" BA) Purlin .056"th. B' Dp. 50 ksi L - 12'-0" - 9" 11' - 3" - 11.25' 12WL2 12 (S x 22.5) (11.252) hmax " �9— $x Imo— 21.35.k 21.35"k fb 1.91 in 3 11.18 ksi ( (` Fb - 26.5 ksi n 611-18 .43 < 1.0.3 O.K. 16'-L" BAY Purlin .056" th. 8" dPI. 50 ksi L - 16'-0" - 9" - 15' - 3" - 15.25' 12WL2 12(22.1 x 5)(15.252) Mnax ' -- — 8 xx 39.24"k fb - -p3 - 20.5 ksi 1 fb 20.5 - 76 < 1.00 O.K. INIT; M DATE: 4/s4 PAGE: 5.2.1 ARMCO Armco Building Svn*rt" V REFERENCE BAY Purlin .062" th. 8" dp. 50 ksi L , 20'-0" - 9" 19 - 3" . 19.25' 12WL2 12 22.5 x 5) 19�25� 52.53'k x '6d tb 62. 5 29.09 ksi Fb 29.4 ksi tb/Fb . 29. ? . .99 < 1.00 O.K. 24'-O" BAY Purlin .09" th. 8" dp. 50 iai L a 24'-0" 9" - 23'-3" ` 23.25' 1 A . tom2 12 22.5 x F 23.25Z • 91 .22"k w- 8 x 1000 tb 91 22o 2B.9 ksi F 29.4 ksi b fb/Fb 98 t 1 .00 O.K. INIT. 'OP IOA 7 E: 5182 5.2.2,y... . ...., .,.. I (PAGE: - c-� I ARM;O Armco Building SYSISMS V REFERENCE PURLIN SIZES I LOA05 BAY SBC BO ` SBC 110 UBC 30/25 BGCA 20/15 BOCA 40/15 .056" I .056' .056' .056" .056' .056" .056' .062' .056" .082' C .062 .062 .090 .062 10 x .12' 24°-0' 090 12" x .12' 12" x .12" .090 1.2" x .12" INIT: SDP (DATE: 5 82 n .mac 5.2.4 i AR_MCO Aemco Building Systems �eS�Sn LOaCLS AfP �rPa `4i1q., 1� �� REFERENCE STEELO)C ROOF WIND BRACING SYSTEM Sidewall wind is transferred to the endwalls or rigid frames by the "k" str,.ps in the plane of the rcof. The wind lead on the upper half of the sidewall panels is carried to the ridge purlin by the column action of the roof panels. The ridge purlin resists the load in "Y" axis bending transferring the load into the"k" strapping and in turn to the endwall or rigid frame. •au+s ` P�Cu4 �- T -t• t r T T T The critical design example chosen represents IS'-0" high 32'-0" wide 24'-0" Bay SBC DO loading. T-• s was che;en as critical because SBC 110, loading give> the maximum wind load condition of all the five model code loadings, 24'-0" is the maximum bay spacing, and a 12'-0" wide building gives the proper angle between side and endwall for the maximum strap loading. The following sketches show loading conditions and factors for load- ing in the bracing strap, axial load in the purlin and racking load into the endwall 32'-0" Wide 28'-0" Wide 24' -0" Bay 24'-0" Bay I 1 Stcao P iP i Strap 1.15 P INIT 2FiJ P CATE 4/ea PAGE .6 ;_1 ARMCO A. Building SytMms v REFERENCE 24'-0" Wide 20' -0" Wide 241-00 Bay 24'-0" Bsy 7 ISO n'a LZS O ff Stxop 1.20 P -- ,_ Strap 1.28 P P j 16'-0' wide 12'-0" Wide 24'-0" Bay 24'-0" Bay 1 t 1.4fq � .?5 ►as 1 I I P Strad 1.41 P P Strap - 1.67 P �{ I - INIT: RE'" �DATE: '�3� IPAGE: 6. !._ +ev a V8C • 8Z F:ooG WINv BR/ CIN6 ARMCO Armco BuildingSys2�ma __—... v Building E�-lnwing Cincinntll Ic 452 8 1>PSt�n IlJGtO� S ��totM. -fl«^ kic".aJ REFERENCE UBC- 81 40 MPN E'ros. '& C WINO LOADING • 32.76 psf Bay 24'-0• H • 14'-0" W P x H - 32.76 x 14 Zn Plf v v W - zr+ Plf W • Uniform load due to wind acting in the plane of roof ,t241 Klf 1 Since loads are delivered to the b-acing straps by the bending action of the ridge purlin, the ridge puriin is consiiertd ns a uniformly loaded beds supported at the 3rd points, Sketch AISC 8th ed •0t3Wl" Alamer.t Beam Diagram I I / 36 I Reactions ?�+.4d1 n. uwt ) ReG�I R. .4w1 1 L/3 7 • B.Oo' Mownts M z__ .08{.tzi )(8)2 1 .17 025w12 • .025(.w )(8}2 0 . 37 " .10r1 • .10(.tzt )(8) 1 .47 " INIT GATE: +/84 IAAGE: 6.1.7 r� ARMCO srmco Building systems VB,,llding Englarsring C'—cinnatl, Rio 45248 t REFERENCE Reactions RA • .4w1 • .4(A21 )(8` 0.733 ` kB • ;.lwl 1.1(.111 )(8) 2.01T Reaction RB carried from the purlin to the mind bracing strap. Reaction RA is carried directly into the frame or endwall . Strap Check 12'-0' wide /f 24'-0" bay l Durlin / \ 1.67 x 2.oZ • 3.37 k Tension Strap Parareters 1.25" wide x .031" TK. Fy • 140 ksi A • .031"2 Use .031 in2 due to 1/4" punched holes in strap FT • •6 (140) • 84 ksi x 1.33 • IIZ. ksi 031 Perlin Check The ridge purlin must be checked botn in bending due to the wind loading, ane in compression c,r column action, which is due to a load compornt delivered from the bracing strap. The ridge purlin required for a 12'-0" wide 14 high, 24'-O" bay 7EC-LINE II Bldg. is a .12 Tk. 50 4si for a 987. uric 10 NPN E.p.r..a 'C' W;4 10>J . Properties: The ourlil size for this particular example was derived to be a� 12" deep x .12" Tk. 50 ksi yield. Sxx - 9.47"3 A • 2,614 SyY - DAT' ARMCO Armco Building systiims I V 9uilding Fnginswing Clnclnrati. ONO 45246 kEFF.RENCE mrvnrnr2 Calculated 141 - .COW12 a 1.lT M2 - .025wi2 . 0.37 " I M3 - .low'2 - 1.47 M3 - M� - I.4-7 'k x 12-/ft : 174 ` I y <k fb - Sy I260 8.38 ksi Fb - 50 ksi x .6 x .9£ - 29.4 ksi fb/Fb - 8.3% /29.4 - O.iv a 1-o O.K. Axial load Check The axial load In this case is a component de;ivered to the purlin due to the tensile load on the strap. This compo-ent acts either in tension or compressi_n. i I ! Compression Tension The compr,s-lon mode depends upon the rigidity of the purlin comectie- to the rake airt end the raster. If these ccnnections move or loose rigidity the tension mode occurs. This is assumed to be the most likely case and is considered negligable. U21ift Check Edje, .e e..l, s .i.. .� r'�3• �.• 32' wile b+ill;-9 is 2 Z.4 UfI:Ct = SO.a y.� p.t : (50.4 - t.f) p4 Z . -40 i.000 ib/k.p a 0.? 70 klL } INIT. P E`N M � w L 0.17o kit 8 9 Ft DATE: _4/84 ,PAGE,'a.i.3 A M O Armoo Building Sist*ms vBuilding Englnssring _ Cincinnati, CINO 45246 REFERENCE Moment at Purlin Mldspan acting on the Ridge Puriins Minor Axis M .025 w12 • 0.37, k x 12"/. • 4.44 ` Fb = 30 ksi Sxx • 9.47 Syy ' 2.10N3 189 4T ' fbx 19.7 ksi 4.44 fby • 2.11 ks: 9.7 2.11 Moment Check at Purlin 3rd Points Uplift wx (1-x) AISC Beam M 7 Diag. fit 1 23.25' w • .Z3o Of x = 8.0' M , .Z30 8.0 (23.25 - 8) 12" : 168.4K Ft Lateral Load M3 = .] w1 1.411k x 12"/{i iT64KN 168.4"k , I'1.8 ks1 fbx T.-d7"T— tz64 "k 940 ksi fby • �i ' Fb = 30 ksi fby/Fb x + fb /Fby ' _ + 1.40 - .59 + ,28 • .S'1 4 1:a 1 I141T Rc DATE: 4/84 'PAGE: 6 ,2 ;a ; ARMCO Armco Bui4'ing Systems V l` Endwall Wind REFERENCE Endwill wind +s transfe,red to the sidewalls by the roof systems and the wind bracing system of 'k' straps. This loading is assumed to occur on the upper half of endwall system and is transferred to t`: roof bracing system through the purlins and rake girt The critical condition considered is Me 32'-0" wide A'-O" high 2 @ 16'- 0" bays * SBC 110. (WL 26.4 Psf) 1 \�(b _ P / _ s ja•. Strap 3.17 P *Bldg length ist not be Lass than building wicth K Strap Check P Load at Ridge Purlin l PL = 7 x 7 x WL = 32 x 1 . x 26.4 • 2.9 Ca M` 1.31 Y' / 2.35 A Strap Tension s 3.17 z 2.96k C (2 Bays x 2 Straps) - 2.35" f P/A = 2.35 k.030„2 s 7B.3 ksi 78.3 ksi < 140 ksi x .6 84.o ksi - OK Shear Connection Shear load on fasteners _.gals the maximum al'ow strap tension . All .V = 140 ky, x .06" x .031"2 = 2.60k x 1 .33 = 3.4)k Allowable for 3-1/4 - 14 Sds Fastener by test = .88kx 3 = 2.64k x 1 .33 3.51k OK INIT. aE<a Use 3 Fasteners DATE 4/14 PAGE 6.2.1 UBG $Z RooF W�r�D BRACING ARMCO Armco Building Systems 8-,Idlrg Engineering _ Cincinnati, Ohio 45246 `DPskjK L.-ouc15 Gr.,aty/ ti�rc . Ac +L4A1 REFERENCE Endwall Wind —� Endwail wind is transferred to the s'dewails by the roof systems and the wind bracing system of 'k' strap:. This loading is ass",d to occur on the :upper half of endwall system and is transferred to the roof bracing system through the purlins and rake girt. The critical Londition considered is the 32'-0* wide 14'-0" high 2 @ 16'- 0" bays * UgC-St 10 MPH E.P.:...a C (wL a 3L.7(+ PI � 0^ r `ts' IG.O P cis'` Strap - 3.17 P *Bldg length must not be less than building width K Strap Chet° I P Load at Ridge Purlin Y N 12-0' ta.0' k K PL +� X X WL 2 '//1 x 3L7C psi ; 000 Ilr ' 3.67 t/ 3.67 x I —�I.84 1 $t.�P taw:ion • 3.11 + 3.G7 x - ( L 6y+ 2 5f..fr = 2.11 a I {t _ P/A = 2.71 r 6.030 in1 17.0 I.r: Ft . 6 ry = 1.33 ('W;.1 ) + .6 + 140 kr! a 112. kw Shear Connection Shear load on fasteners equals the maximum allow strap tension All .V - 140 ky, x .06" x .C31"2 - 2.60k x 1.33 - 3.46k Allowable for 3-1/4 - .4 Sds INI1 : R= Fastener by test - .ilO x 3 - 2.64k x 1 .33 - J.51k OK_ DATE: 4/8- Use " asteners i 'PAGE. '==- Armco 8uiidinq Systems REFERENCE Bearing on Fastener All . Bearing - .031" x .25" x 210 ksi 1 .r3 k 3 Fasteners - 3 x 1 .63 - 4.8& Max.. Allow Snear - 3.51k OK Eave Strut The eave Strut transfers the sidewall wind directly into the roof system and transfers the roof loads dire tly into the sidewall panels The eave strut is also assumed to carry endwall wind into the sidewall panels. Due to the bolting and connection configurations which occur with this member it is assumed that the bend-ng and axial loads that are developed are negllgable. !NIT .]DP DATE: s/3a PAGE: AR� I 0) Anncc Bulld:ng Systems USC • 8Z $ 1OEWA,,L. WINO BQAG1r.lG V Building Engln»ring Cincinnati, Ohio 45246 1 REFERENCE Wind acting or, the endwalls is ultimate'j transferred to the foundation by diaphragm action of the sidewails. Yne following table shows the minimum number of full height sidewall panels required to resist the wind design loads. N<,10 MPH E,p. 14' ;0 IT24'_ 28 72 70 0 2 2 2 N.A. N.A. I �.A. c 2 2 3 N.A. N. ,. N.A. !I 12 2 N.A. N.A. N.A. It C 2 3 4 N.A. N.A. N.A. I 0 90 8 2 4 3 N.A. N.A. N.A. C 3 4 S' N.A. N.A. N.A. 70 8 2 Z 3 3 4 4 C 3 4 S L L 7 10• d• B0 t 3 4 4 5 6 c 4 r 8 9 90 B 3 4 4 S £ 1 I C 5 6 7 9 10 II I 70 S 3 4 S 5, L C 4 S . 9 9 10 3 7 8 G 7 8 S 10 II 13 8 S 6 7 8 9 90 C. G 8 10 IL 14 iG 10 8 N.A. 4 5' L 7 8 C N.A. 7 9 10 12 14 go N.A. 7 I 8 9 to N,A. 9 U + 3 rs is ) S 70 N.A. 7 8 10 II 13 I — C I N.A. II is 16 19 I Z2 I iK(T Q�w DATE: 4�8 PAGE. �3. ARMC O Armco Buildln9 Systems SELF - FRAMING SIDEWALL DIAPHRAGM V REFERENCE Sample Calculation Example Casa: 12'-0" High 20'-0" Wide UBC 30/25 Load ;des • 1SL lbs/ft Frnm load tables in Section I W.L. 25.0 psf H 12.0 ft L 20.0' Calculate the maximum diaphragm smear load, V. j H L ki 121-0" 20'-0" V w x x�r • 25.0 psf x- �S x —�— x --Z— 1.5 kips Find the minimum affective length required to carry this shear. LMin • 1.5 kips - .155 Of • 9.68 ft. Minimum number of ful'i Seigat endwAll panels required. I tio. • 9.68 ft = 1.333 ft/Panel • 7.28 Panels Miniosar iegLired • 8 I I IN IT: ]t�P DA?E: _L32 _ PAGE 3. MEMORANDUM To c5l[l✓, — Date Fron, ___ h •Sf► - Subjected Ccr//^advr�sf,�.I-IS � •,. � _ �ilossp ✓y� CUngfY✓lS�v^)s d' t>v4 ,re LCI:.f.- f 1 �Lkcss wrlllvs _U" 3Le L'l tc� C'a v he irj AVe ou. r r ��f�*rel .111 _7S - 967/ OP UGET CONSTRUCTORS Post Office Bo.949 OlymP.a. Washington 98 507-0949 Pnone(206) 754-9671 June 18, 1986 JUN 20 V-3 State of Washington Department of Labor & Industries: This certifies that Puget Construction Company, Inc. has paid all outstanding balances due the State of Washington Department of Labor & Industries in full and that all releases will be satisfied on this date. Depa Ytment of L&T Representative Date ' this 18th day of June, 1986. cc% City of Renton-, ENGINEERING / CuNSTRUCTION / MANAGEMENT I N T E R O F F I C E M E M 0 TO: DATE. FROM: �� •J�U� n^ SUBJECT: } 6,1 -T - — '• d.. 'lQ s(,*-- e 'c. State of Washington f s Department of neranua Se EXCISE TAX DIVISION Y AUUit PropeAurea 1 aaVISW 'a'� Olympia, Vill"9110n Y8604fi0Y0 600 329 301 Certificate of Payment of State Excise Tales by Public 11'orkR Contractol. Contractor: PUGET CONSTRUCTORS I P`1r�/C 67127 1235 EAST 4TH STREET r OLYMPIA WA 98504 We hereby rtify that taxes, increases and penalties due or to become due from the above named contractor under Chapter 180, Laws of 1935, as amended, with -espect to the following public works contract: CITY OF RENTON RENTON/PROJ. W-8!5 (HONEY CRK. PHASE IV) together with all other taxes, increases and penalties due ft-om such contractor, have been paid in full or that they are, in the Dc-irtment's opinion, readily collectible without recourse to the state's lien on the retailed percentage. This rertiffcate is issur tit to the provisions of Chapter 60 28 Revised Code of Washing in for the sole purr; ^ of info..t.irg the state, county or municipal officer charged with the duty of disbursing or authort7,ing tiro Pavmmnt of public funds to said contractor that the Department of Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for ex- cise taxes due from said contractor. This certificate does not rt'ease said contractor from liability for additional tax which may be later determined to be due with re,pec` to the above mentioned contract Or other activities. Date at Olympia, Washington, STATE OF WAS11INGTON PEPA)ITMFNT OF RF.VENUE �byNN BECKER. AUDITOR Cerliftinp Officer ROIJING Whit Copy Uishuminp Officer, Canar) <itp? Con(ractor. FORM REV li 0029 13.31) Itink (opN 1 itc. 4oldcnnd Cop) Special Fik. .a Puget Constructors. Correspondence S--296 2+ S"� p ,. �4 State of weshington • Y 2 I) 1� p Deperlm"I of Revenue > EXCISE TAX DIVISION Audit Procedwes A Review Olympia, w8wation 9950I-0090 600 3;:, ?01 Certificate of Payment of State Excise Taxes by Public Works Contractor Contractor: PUCE" CONSTFU=)F`.' p jVC 67127 1235 EAST 4TH STF.FI OLYMf IA WA S'1- WILIMID _- Ctf9Illre Trl PllTltpe AIM]3 We hereby certify that taxes, increases and penalties due or to become due from the above named t contractor under Chapter 180, Laws of 1935. as amended, with respect to the following public works contract: i f CITY OF P.E17-0t: RENTOGTRi : . W- 815 (HONEY CRK. PHASE. IG) together with all other taxes, increases and penalties due from such contractor, have been paid in full or that they are, in the Department's cpinion, readily collectible without recourse to the slate's lien on { ! the retained percentage. iThis certificate is issued pursuant to the provisions of Chapter 60.28 Revised Code of Washington for the sole purpose of informing the state, county or municipal officer charged with the duty of t j disbursing or authorizing the payment of public funds to said contractor that the Department of f Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for ex- cise taxes due from said contractor. This certificate does not release said contractor from liability for additional tax which may be later determined to be due with respect to the above mentioned contract or other activities. Date at Olympia, WaF:lington, MAY 15 1986 STATE OF vVASHINC.TON DEPARTMENT or REVENUE JO LYNN BECKER, AUDITOR Certifying Opicer ROUTING White Cop)—Mi burinf Olrnvr, Canary Copy—Contractor, FORM it" it 0018 a asl Pink Copy—Fik. Goldenrod Cap) -Special Fite, —v v AUGET CONSTRUCTORS POat OHIOO Box 949 Olympla. Washington 98507-0949 Phono(?06 'S4-9671 March 20, 198b Bob Bergstrom J City of Renton 200 Mill Avenue Sx)uth Renton, WA 98055 2 1 lycp RENTON PORTABLE GEIERATOR Dear Bob: Enclosed please find the key to the generator building and puTp stations. Thank you, Sincerely, q �i,d i) q Bergford Office Manager JB/na ENGINEERING / CONSTRUCTION / MANAGEMENT OF /?A. -L T v PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 9 235-2631 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON, WASH. 98055 9q re 0,9,TEO SE PStoeFa BARBARA Y. SHINPOCH MAYOR March 19, 1986 Puget Constructors Post Office Box 949 Olympia, Washington 98507-0949 Attention: John Bergford Subject: Portable Generator Set Dear John: Please find attached the memo from our Building Department. Your project is not signed off by the Building & Zoning Department. No retainage will be released until their approval is obtained. Thank you. Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor :mf Attachment cc: Ken Bindara, Bldg. & Zoning Dept. pF �. ,0 BUILDING & ZONING DEPARTMENT z i RONALD G. NELSON - DIRECTOR 09 h� MUNICIPAL BUILDING 2UO MILL AVE SO RENTON. WASH 98055 p 235-2540 4 0,99TE0 SWE�OEP BARBARA V. SHINPOCH MAYOR MEMORANDUM DATE: March 18, 1986 TO: Bob Bergstrom, El,gineeriri Division FRCM: Ken Bindara, Building 6 Zoning Department SUBJECT: GARAGE FOe HOUSING OF GENERATOR SET AT 3400 N.E. 12th STREET (F-11559) , ISSUED OCTOBER 21 , 1985 The last inspe-tion on this was a foundation on October 10, 19885. Please have your contractor arrange for all required inspections. KCB:pllp CITY OF RENTON . � n BUILDING DEPARTMENT INSPECTION RECORD INSPECTOR IDyt/ t REQUEST DATE _ INSPECTION DATE .�,)IbDRESS _3 -1 PERMIT NUMBER .i,`� _l CONTRACT .-I c:j� )1 t( 4 INSPECTION TYPE ,-L-_ !OWNER 1 — •faiJi11 ` ttt""""{ . COMMENTS C� Aul')l I �� d K s :i 5 � � � l �� ✓vc t �5 ', Ir FORM #11 (4-26-94) �G✓ //FG� �c✓ <s r �e/fit/� / . • Ohm w.�il �c.-e ol�( a rS CMONK CALL FOR OATE TIME. P M OF TELEPHONED REWRNEO PHONE _ �7 j�/�� YOUi,CALL +.aen coJfe r.e.+ween e..cr�sicry MESSAGE__.._i_ PLEASE CALI P ILL CALL AGAIN GAML _. TO SEE YOU �— WANTS ZIGNO TO SEE YOU________ _.____—__�,___ i oPs cOrirn aoo SPEED LETTER TO: GfcNrc. —f1•.�G l/ _ DATE: PROJECT: SUBJECT: P v/ `ASS -rSlb S nJ yJ C7ato� �•hCr' —'.)7/-d5 Do ak 12, l./ie !/. '✓ 7 �, i Y S qne ORIGINAL DATE: REVISION I__ DATE: TO: Accounts Payable FROM: Public Works SUBJECT: construction Contract cAG /--Cy [�S;L1 — Project Name: , O,404Z Price Contractor: �✓��jyl �� PRINE CONTRACTOR a SUBCONTRACTORS DATE RECRIVED DATE RECEIVED INTENT TO PAY AFFIDAVIT OF PREVAILING NAGES MAGRE PAID l Signed L/yJ� rR s ProjeFt Engineer cc: Project File Form: 2/15/85 MAIL TO: . "" A&AVIT OF INDUSTRIAL. STATISTICIAN a ' Department of labor & Industries ` - WAGES PAID Emplovment Standards Section titJ�' ' i ON PUBLIC WORKS CONTRACT Olympia, N'A 98504-0631 j k1EL (206) 753-4019 ION (��1 Contract/BPW Number W-815 — Contract Awarding Agency Date Bid Was Due 7/85 ` City of Ranton Date Contract Awarded 8185 Address 200 Mill. Avenue South Date Work Completed 2186 Renton, W' County in Which Work Performed King Telephone Number 235-2600 Prime Contractor Peet Constructors _ Your Contractor's Registraticn Certificate No. Pl1GE4C 1"701st Was a Statement of Intent Filed For this project? Yes ill No U In compliance with RCW 39.12.040 1, the undersigned, being a duly authorized representative of Puget Constructors 1235 Fast Pburth Avenue Olwroia WA 98501 (Coatranor a Subcuntraaur) (Addrea) do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project described above and that no laborer, workman or me- chanic has been paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of Labor and Industries. List below each classification of labor employed by you upon the project described above and the rate of hourly pay and hourly fringe benefits paid to each classification. PLEASE NOTE If apprentices have been employed on this project,provide this additional information:tine,registration• number,stage of progression and date of hiring. Craft Rate of Rate of llourh Hourly Pay Fringe Benefits Paid Electrician 21.53 ✓ General Laborer 14.96 ✓ 3.43 Equipment Operator (Group 2) 17.79 • 4.16 Note. Attach Additional Sheets as Needed. Puget stvactors ( ' ipony Name) Subscribed and sworn to before me B Office Manager this �J 1 } 11 day of 1 ► /a•'t C �! / (Title) t.QI (Im cry f� rrs /? �� , I hereby certify that according to the wage rates and Mnge benefits herein sworn e)` L/�(�✓ ( to the prevailing wage reyuirentenls of RCW 39.12,040 have been satisfied. Naary Public in and fw the State of Washinsim. radirtf in Washington. INDUSTRIAL. STATISTICIAN DEPARTMENT OF LABOR AND INDUSTRIES INSTRUCTIONS: VAR 17 i5do By. U- s e: 1. Pursuant to RCW 39.12.040 copies of this form must be completed by the contractor and each of his sub- contractors. 2. Complete this form in triplicate and have it notarized. 3. Submit all forms for approva' to: Department of Labor and Industries, Employment Standards Section,Olympia, Washington 98504-06.11. 4. Mail an approvee cu y It, the Contract Awarding Public Agency CONTRAC'IORS AidF RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SUB- CONTRACTORS.1his is :equired by law and payments can not lawfully be made until such affidavits are filed. nawayaoo airaa.a of tvyn (t Iran pa92 .4W 3 pUGcTCONSTRUCTORS NOSt Office 80K 949 Olympia, Wasmnoton 98507-0949 Phone 12J6) 754-967+ 1. March 17 , 1986 MAR 1 8 19 ti Bob Bergstrom City of Renton 200 Mill Avenue South Renton , WA 98055 RENTON GENERATOR CONTRACT PROJECT NO. W-815 Dear Bob : Enclosed please find Affidavit of Wages Paid on the above project . I believe all items have been completed and the job has been accepted . Please forward acceptance letter and requirements for retainage release . Thank you , Sincerely, John Beriford Office Manager ENGINEERING / CONSTRUCTION / MANAGEMENT RH2 ENGINEERING, P.S. (LIEVITGM 1410 Market Street P. O. Box 1180 _ KIRKLAND, WASHINGTON 98033 DAT` 2/26/86 1139.00 John Bergford TO PUGET CONSTRUCTORS Cit of Renton _ Portable Engine Generator Set Submittals t I WE ARE SENDING YOU EX Attached ❑ Under separate cover via the foliowin11ers: M Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ -- RIT%7 _ _ THESE ARE TRANSMITTED as checked below: ❑ For approval K) Approved as submitted ❑ Resubmit_copiss for aPpreval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return—corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS_ --------------------- COPY To_ Bob Ber Strom SIGNED: Dan Ervin emre.""try iFor Use By City Clerk's Office Only AGENDA ITEM RENTON CITY COUNCIL MEETING SUBMITTING Dept./Div./Bd./Comm. PUbiic tlorks/(Itility For Agenda Of Staff Contact Hick I'Dughton/Bob Bergstrom Meeting Dace Name Agenda Status: SUBJECT: Final navment for CAG 071-85 Consent _ Por ahlo Fneinp Generator Snt Public Hearing (Honey Creek Sewers Phase I'�) Correspondence I+ Ordinance/Resolution,. Old Business I Exhibits: (Legal Descr. , Maps, Etc.)Attach New Business A. Sunnary Sheet for Final Pay Estimate Study Session Other- B. C. Approval : Legal Dept. Yes_ No N/A COUNCIL ACTION RECOMMENDED: Aprnval Of Finance Dept. Yes_ No. N/A roject and. Final Paymgnt authorization Other Clearance ant t:eryin 30 day lien period as of February 24, 198G. FISCALI MIA Expenditure Required $ Amount Appropriation- Budgeted $ Transfer Required $ SUMMARY (Background information, prior action and effect of implementation) (Attach additional pages if necessary. ) The Public l•lorks Department reconiends the uroject and the final pay estimat.o he approved and that the retainage of 93,4P2.53 b,, released after T) fays if nil taxes have been paid and no liens have been filed. This project was completed on February 19, ln^f,, .and pcac,-tci C.y thF� Public Works Department. It is recommended that the. City Council adcept Completion of the contract as of February 24, 19195. f PARTIES OF RECORD/IN'eRESTED CITIZENS TO BE CONTACTED: j IRIS COPY fOR YOUR FILES. PUGETCONSTRUCTORS Post Office Box 949 Olympia. Washington 9850 7-094 9 Phone (206) 154-9671 FEB 2 0 198e February 19 , 1986 Bob Bergstrom, P. E . City of Renton 220 Mill Avenue South Renton , WA 98055 RENTON PORTABLE ELECTRIC GENERATOR Dear Bob : Enclosed is the executed copy of Change Order No. 2 for the subject project . Thank you , Very Truly Yours , Bennis A. Burke , P. E . ENGINEERING / CONSTRUCTION / MANAGEMENT OF Ric IA PUBLIC WORKS DEPARTMENT FEB z DESIGN/UTILITY ENGINEERING 0 235-2631 o M NICIPAL BUILDING 2DO MILL AVE. SO. RENTON,WASH.96055 Q9� TEq SE PTEMO�P TO: LiZ — -- _C TE --IBC 6—/;4 �/+ L� im NO �.: _ 12 - a �/A ATTN- GENTLEMEN: �--- — WE ARE SENDING YOU ,K ATTACHED ❑ UNDER SEPARATE COVER VIA --___THE FOLLOWING ITEMS: ❑ SHOP OKAWINGS a PRINTS ❑ REPRODUCIBLE PLANS a SPECIFICATIONS ❑ COPY OF LETTER d COPIES DATE NUM13ER _ DESCRIPTION AND REMARKS THESE ARE TRANSMITTED AS CHECKED IIFLOW: — ❑ FOR APPROVAL ❑ APPROVED AS SUBMiTTEO a RESUBMIT COPIES FOR APPROVAL ,� FOR YOUR USE O APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION d AS REQUESTED v RETUPNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS d FOR REVIEW AND COMMENT q ❑ PRINTS RETURNED AFTER LOAN TO US COPIES TO: ,. SIGNED e_>L4l ` TITLEiTi IF ENCLOSURES ARE NOT AS NOTED, KINMY WtIFY ES AT ONCE CITY or RENTON PUBLIC WORKS OLPARTMENT CONTRACT CIIANGE ORDER AGREEMENT CONTRACT Portable Electric Generator CAG-071-85 CONTRACTOR Puget Constructors, 1235 East 4th St., Olympia WA 98501 SUMMARY OF PROPOSED CHANGE 1 , Place 2" crushed rock tap course gravel surfacing on turn around Lump Sum $ 200.00 2. Provide Electrical Conduit for Telemetry Lump Sum 664.70 Subtotal 964.70 8.1% Sale Tax 78.14 TOTAL 1 ,042.84 All work„ materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the t)pe of construction invclved. URiIGINAI. C(1I1'fi01CT—+ GUkkltfrL NTRAcf—ESTIMdATEL) NET—cFIANGE �S�ff&TEU CUNTkA AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $71 ,129.80 $72,9 .93 $1 ,042.84 1 $74,072.91 SIGNATURES: CONTRALTO DATE Z r `- PROJECT ENG1NEril DATE LLIB APPROVED BY _ tyn% DATE >.- zd SL- Pub�Tc Morks Uirector�'� i I 4 PUGETCONSTRUCTORS p"t ffice Box 949 Olympia. Washington 9a507-0949 Phone (206) 754-9671 Jafuary 30 , 1986 Bob Bergstrom City of Kenton 200 Mill ( venue South Renton , WA 98055 PORTABLE GEI'ERATOR CONTRACT NO . CAG-071-85 PAY REQUEST d0. 4 ( FINAL ) Dear Bob : Enclosed please find our pay request No. 4 for the above mentioned joo . The job was substantially completed on January 29, 1986, and is ready for final inspection. We would like to schedule a time during the week of February 3 through 8 for generator ste-rt-up and final inspection. Thank you , Sincerely, John Berr,ford Tc�Y{i�qo� Office Mana5cr al,,.4 {;� L- - (4p " -;Re-,,4(frm /+fir +*14 71N) rfa nay/ VN7 / Kr&,rC1164S Use- 6chp&-lfc v ENGINEERING / CONS`RUCTION / MANAGEMENT 0-- -- CONTRACTOR/SUSCONTRAC"R `.�Y :PORTING PERIOD y MONTHLY MANPOWER UTIL17ATION REPORT : ♦ Month: .anua�� Year:AL 86 , To be submitted to the City's Project Goals and Timetables as committed Engineer during the 1st week of follo N T� in Contractor's Affirmative month while contract is in progress. Prime N Action Plan _ t Contractor is responsible for obtaining and or per Cit, 's Plan 9.1 submitting all Subcontractor Reports. — -To: (Name and location of Compliance Agency Dept) From: (Neap and location of contractor) City of Renton Puget Constructors 200 Mill Avenue South1235 East Fourth Avenue O1 is Wa 98501 This re report is quired ,by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or detarment of contract. 2• wino- Tetal .e cal Mork Houra of Er. -ioyment (See footnote) rlty number umber of of C laasl •• • • c• e. . w/h of miner It Empby- Hie- er• Asian/ Total total rep loy- ees TraJe fica- Iota Black ndlan Pactle Fe- Conpagy a Fame (I.➢. ) Clone panic Islard ,ale w/h ees C S 7 . 43 1 Puget Constructors A Tr C A Tr F A TT A T C A T I , L ' T AD 1 I Ti ' Tr AD ' Tr _ Tr 7. Coepany Otf 'a Signature and Title 8. Date Sinned 9. Telephone !,umber (lnclude A•ea Code) Rev. 11/77 (`Males a Females, -'Minorities a Non- norities) page of _ 7/80 (submittal Requirements a city's Goals/TimetableE) Date January 29, 1986 Project Rentor. Portable Generator CAG No. w-818 This is to certify that the prevailing wages have been paid to our employees and our subcontractors ' employees for the month of J&nuary, 1986 in accordance with the intents to Pay Preva3Ting l ,ge ,iled with the Washington State Department of Labor and Industries . ompany ame B �Y T i t I e—Of f1 ce nana Je_r CITY OF RENTON - PORTABLE GENERATOR - CONTRACT YCAG-071-85 Pay Request Y4 .■.L...O........<..r.Ass:..za xxeaaxxxaaxcaaaox saaxxxsaoaaa.z=zvaaasxxxc___________ -zaa===6xcaxaatarrr.... Item Item Unit % Completed Previous Currently Due No. Price Complete to Date Payment This Request 10 Portable Generator $ 40 ,200 . 00 100 $ 40 ,200. 00 $38 ,190.00 $ 2 ,010. 00 2 Electrical Modification 6 ,200. 00 100 6 ,200. 00 4 , 340.00 1 ,860.00 3 Site Improvement 19 ,40C . 00 100 19 ,400. 00 9 ,700. 00 9 ,700.00 4 Change Order /1 1 ,685 .60. 1 ,685 . 60 1 ,685 . 60 -0- TOTAL 67 ,485 .60 67 ,485 . 60 53 ,915 . 60 13 , 570 .00 SALES TAX @ 8. 1% 5 ,466 . 33 5 ,466 . 33 4 ,367 . 16 1 ,099. 17 $72 ,951 . 93 $ 72 ,951 . 93 $ 58,282 . 76 $ 14 ,669. 17 aazxxxx.... ........... Total Amount Without Tax $13 ,570 . 00 5% Retainage Withheld ( 678. 50) Sales Tax @ 8. 1% on Total 1 .099. 17 TOTAL PAY REQUEST DUE $13 ,990 . 67 TOTAL RETAINAGE WITHHELD- Payment N1 $ 652 . 68 Paymeni y2 535. 60 Payment M3 1 ,507 . 50 Payment Y4 678. 50 TOTAL kETAINAGE $ 3,374. 28 U.S. DEPARTMENT OF LABOR PAYROLL FDI1n ADNovM_ WAGE AND HOUR DIVISION aoaE�l emew No u-�fiov3 (For Contractor's Optional Use;See Instruction,Form WH-347 N!lL) NAME OF COYTRACTOR OR SUBCONTRACTOR AODRESR PAYROLL 0. .__ __ Z3TA LOCATION — MYROLL O. FOR N ENDINO PROTECT AND LOCATION PROJECT OR CONFAACT NO. (JJ (3) (4) DAY AND DATE IA (B) NET O) NAME, ADDRESS, AND ,moo WORK TOTAL RATE GROW DEDUCTIONS WAGEf SOCIAL SECURITY NUMBER ez AMOUNT WITH. OF EMPLOYEE .€W I CLASSIFICATION /Z / HOURS OF MT EARNED FICA HOLDING T 7rMER WfAI MID HOURS WORKED EACH DAY TAX L �1 aFDU AL FOR IWEEK D 8 /4{ Z/.53 'V,2 2/� �.5�� 1�/ 7/Z9 D VE NCCc/E�Lf1C/ LfidO�E�> 115310 P5-1,V6 /891 s140 y 57/S 2cY',j/ vAr/E L'LYTHF `„� /,QJrPEA/�E,�- 5 S m o /oo.15 7/4, -Q- /. 9 8.8 5 9100 EiPr E c/r G g 2/9S /9.57/0 IZ.S/v 12,00 2. / l 27.27 P1,9 3.3 0 E 0 s G R 0 E FS0 ; FORPI 0114-,347 (1/60)—FORMERLY SOL .A.-P/M_'NASE THIS FORM DIRECTLY FROM THE SUPI. OF DOCtN1EMTS Form Approved. U.S. DEPARTMENT OF LABOR PAYROLL Budget Bureau No.a -,093 WAGE AND HOUR DIVISION (FOr COntraCtOr'f Optional Usr,See Instruction,Form WH-3471nst.) IF ADDRESS NAME OF CONTRACTOR OR SUBCONTRACTOR _ 13.5 E. yt4vE�kyi��iA w 9Ouro� PROJECT OR CONTRACTMO - - ECr AND LOCA . O FOR EN EN0188 PMATTRROO�L :., /9� m ___ ---- N) DAY AMCN _— DATE (s (b) O) r) (i) 111►►► DEDUCTIONS NET r F TOTAL RATE GROSS T — WAGEs NAME. ADDRESS. AND WORK AMOUNT i ^I VITAL PAID SOCIAL SECURITY NUMBER air, CLASSIFICATION 21 Z 73 NWRS OF ►AY CARNEG FICA HOLDING / s� OTHER DEDUCFI0119 FOR WEEK OF EMPLOYEE '' HOURS WORKED EACH DAY TAX G"Y O f�9uL Jn/ Ja;: 99 -53 ��// J? / 2:SfZ/ I �TGvz,/-gc(fGELLAC./ s rid 26`` 103 5�0 D f I o I s 0 f 0 f s I, i i s FORM WH—U7 11168)—FORMERLY WL Lea-PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS / Farm Apprm �- U.S. DEPARTMENT OF TABOR PAYROLL Bpaaar Bureau No 44-RIw3 WAGE AND HOUR DIVISION (For Contractor's Optional Use;See instruction,Forst WH-347 Inst.) I ADDRESS NAME OF CONTRACTOR OR SUBCONTRACTOR Z -- E- .Syf•',QvE ©,Cy/�J,�iA, �/. �,�CONTRACT W. .� �'� FOR — ER AND LOCA — — MTROLL - TOR EqqR ENDING / (l) OD N) DAY AND DATE (3) fQ pED11C710Nf NET �s �/ r f GROSS WADES NAME. ADDRE`.3, AND TOTAL RATE AMOVNT WIT/4 TOTAL PAID SOCIAL SECURITY NUMBER �zR CLASBIFK:ATION �� HOURS OF IAY EARNED iIDA NOISING / El OTHER OEouCIIDNS FOR WEEK OF EMPL)YEE zZ HOURS WORKED EACH DAY L O D,0(14 In/ JOHV' �1 /�c�ercifle/ Z153 17ZZ4 / � ZO 127 -�3G9 O �JTELUE i�l�C'LELLACI h� LAGsO f F a ✓ 8 1-6 / ?9 517/Z /Q rz /CA W /✓'/ 2-10 //9.13 s — 0 a — 0 s — — 0 s a � — 0 a 0 1 i I FORM MI 341 (1/0)—FORCER,Y SOL Ise--PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS �'� �o� a►srlgS6 �PUGET CONSTRUCTOl% S Post Office Box 969 Olympia, Washinglo=cr Phone (206) 7SA.9671 January 15 , 1986 Bob Bergstrom City of Renton JAN 2 0 1986 200 Mill Avenue South Renton , WA 98055 RENTON PORTABLE GENERATOR PROJECT ELECTRICAL MODIFICATIONS Dear Bob : A visit to the above project yesterday determined that several of the originally discussed wire intertie terminal spots have now been changed because of the new Renton telemetry. Our wires installed for a switching relay have been connected into the new telemetry equipment (not by us ) and we are at a loss of how Renton wants the auto transfer switch connected to the telemetry equipment . Please schedule a meeting with yourself and your electrical enoineer and us to resolve this problem . We plan to be finished with the building and all electrical this week . Sincerely, John Berg ord Office Manager ENGINEERING / CONSTRUCTION / MANAGEMENT RH2 ENGINEERING, P. ILIE TIED, JOF 1410 Market Street P. O. Box 1180 KIRKLAND, WASHINGTON 98033 OAT[ ,or, No 01/08/86 53339.00 ,TrcnTion — Bob Bergstrom TO CITY OF RENTON eC Portable Engine-Generator Se 200 Mill Avenue South W-815 Renton, WA 98055 Rolling Door Submittal WE ARE SENDING YOU (Z Attached ❑ Under separate cover via the following items: Ek Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Copies DINE No. DESCRIPTION 1 Rollin Door Submittals �F, _ JAN 1 0 1986 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use C Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections :7 Return_corrected prints ❑ For review and comment q For your files _ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS__ COPY TO _ _. _ � SIGNED: Ddfl Ervin N Mt et tr Sam,oini It enuomne ue not as noted, kindly notify us at once. jzz�' 1 0 1986 i �r The Olympian- r: 1 41 4 t� tR N R p 1F• A low cost, i light weight, steel slat rolling door from Kinnear Metalcraft: t tiC Vly lli�ll, 11 11-0111 V.11111Cd ITICLtAlt;FUI L Look at the advantages you get: ■Durable Design.The Olympian door is ■Quick Installation,The Olympian an be installed performance engineered to withstand a windload of in les§time than a sectional door and in about N:e 20lbs./sq.ft. same amount of time as the Metalcraft®Curtain Ua e. ■Easy Repair.Because the slats are inter. ■ Lots of Exit as.The Olympian can be ordered with changeable,it's much easier to fix a steel rolling door complete weatherstripping for a tight seal around the than either a sectional door or a continuous curtain perimeter of the opening.The Olympian is available door.All you do is remove the damaged slats and with manual,chain,or motor operation,and an be replace them with new ones. equipped with either cylinder locks or slid,:bolts. IN Corrosion Resistant.The slats arc•fabricated from Perforated slats for added ventilation and "see through galvanized and bonderized steel and prepainted with a capabilities"are also available. white finish on both sides.The guides are fabricated Specifications from galvanized steel and the bottom bar from pe aluminum.Th..t means minimal maintenance. CURTAIN—Will be fabricated from interlocking curved slats.Kinnear type M 10,galvanized and lwnderized steel furnished in 24 gauge material,prepainted white finish The Olympian- \ t both sides.Alternate windlocks will be provided on all By METALCMFT `, curtains.Door is designed to withstand 20 pounds per O O square foot of wind pressure. GUIDES—Comprised of roll-formed steel sections to form a slat of sufficient depth to retain curtain in guides.Guides will be fabricated from 13 gauge galvanized steel material OS and furnished with an 11 gauge galvanized mounting angle s suitable for masonry or steel. BOTTOM BAR—Bottom bar will consist of an aluminum _ C""... extruded member and furnished with a vinyl astragal and Cslide bolt locking,when required. I .ps.s COUNTERBALANCE BARREL—Will be balanced Omx+.... by helical wound strings within the spring barrel hoof (J) assembly.Curtain assembly travels on stamped hoop with / Cp^«... 1"sealed ball bearings. @.......u. �.n.R•+� BRACKETS—Angle iron(optional)or stamped steel w�o< metal door brackets. OPERATION—Doors exceeding 100 square feet in area / should be operated by means of either gear reduction chain hoist or motor operation. Optional Features 1)Perforated Slats 4)Lintel Weatherstripping (For Ventilation&See 5)Slide Bolts(Optional Through Capabilities) Over 10'x 101 2)24 Gauge Galvanized 6)Cylinder Locks Hood 7)Chain Hoist Operation 3?Guide Weatherstripping 8)Motor Operation © Quality, sin• a the turn --�-� of the century. You can count on Kinnear.They've been building General Clearances overhead doors since 1895 and proudly stand behind every one.Kinnear offers the broadest product line in the industry,including: e Sectional doors in steel and wood for residential, rV-0.- 2 0.5' 18.5" 11.5" commercial and industrial use T a Coiling metal doors for light duty,industrial and 10.0" warehouse applications 12,01 21.5" 19" 1:.5" •Rolling steel doors for commercial and industrial use 14'-0" •Automatic closing fire doors 16'-0' 22.5" tt.0" 20.5" 11.5" •Motor operators INK . •a,. P.O.Box 598.Columbus.Ohio 43216,(674)2944451 KINNEAK METALCBAFT P.O.Box 126a Sheaon Drive,Ho6isun.Calitgnia 95023.(a06)637-9261 545 Fold Avanua,P.J.Box 10416,Jackson,KAft"'PPi 39209,(WI)353-0391 Litho s N. 231 Litho in U.S.A. OF Rp A fL� PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 O MUNICIPAL BUILDING 2e0 MILL AVE.SO. RENTON, Pi ASH. 980L5 9� e 0,99Tep 5_PtE�'0F'P BARBARA Y. SHINPOCH MAYOR January 3, 1986 Puget Constructors P.O. Box 949 Olympia, WA 98507-0943 Attention: John Bergsford Subject: Honey Creek Phase IV Portable Engine Generator Dear Joh,i: Thank you for your letter of December 31, 1985. I have reviewed your request for a $342.00 cost increase to the metal buildinS for the extra Perlin and calculation cost increase for the City o, Renton 25 lbs. pet sq. ft. snow load requirement. While th,� UBC provides for a 20 lbs. per sq. ft. , and the Renton Building Department provides for a 25 lbs. per sq. ft. , the contract Specifications clearly put the responsibility on your firm to provide this design load per City or Fenton requirements. Since you used an alternate, ron-specified building, the responsibility is clearly yc,urs to assure compliance with UBC and City requirements. No cost increase will be considered at this time. Thank you. Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor :mf CITY OF RENTON METAL FtioRICATED BUILDING ENGINE GENERATOR SET JULY. 1985 5.0 METAL FABRICATED BUILDING y a 1. GENERAL THE SCOPE OF WORK FOR THIS SECTION C' '"ISTS OF THE DESIGN, MATERIALS, AND FABRICATION OF A PREFABRICATED METAL BUILDING SYSTEM COMPLETE WITH ALL APPURTENANCES INCLUDING DOORS, AND OPENINGS FOR COOLING AND EXHAUST SYSTEMS. THE BUILDING SHALL BE OF WEATHERTIGHT CONSTRUCTION, EASILY ERECTED, AND SUITABLE FOR ITS INTENDED USE. THE METAL FABRICATED BUILDING SHALL BE A SOULF INDUSTRIES, " TACHT4 BUILDING' SYSTEMS,- STAR BUILDING, OR APPROVED EQUAL. APPROVALS SHALL BE' OBTAINED PRIOR TO 610 OPENING AND ALL COSTS RESULTING FROM MODIFICATIONS TO THE DESIGN PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE MATERIALS FURNISHED SHALL INCLUDE THE STRUCTURAL FRAMING, ROOF PANELS, WALL PANELS, BRACING, FASTENERS, SEALANTS, AND ALL COMPONENTS FOR THE METAL BUILDING PROPER. ALL MATERIALS WILL BE NEW, UNUSED AND FABRICATED IN A WORKMANLIKE MANNER. THE CONTRACTORS BID SHALL BE RESPONSIBLE FOR SUBMITTING DETAILED SHOP DRAWINGS FOR THE STRUCTURAL DESIGN OF THE BUILDING. SUBMISSION AND r APPROVAL SHALL BE IN ACCORDANCE WITH SECTION I OF THESE TECHNICAL 7' SPECIFICATIONS. THE SHOP DRAWINGS SHALL SHOW ALL PERTINENT FEATURES, INCLUDING: DOORS, VENTILATOR OPENINGS, ROOF AND WALL PANEL DESIGN, FLASHING AND TRIM DETAILS AND FRAMING DETAILS. ' 2. DESIGN THE BUILDING DESIGN SHALL COMPLY WITH STATE AND NATIONAL UNIFORM BUILDING CODES FOR METAL BUILDINGS. THE BUILDING SHALL BE DESIGNED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE AISC "SPECIFICATIONS FOR THE DESIGN, " FABRICATION AND ERECTION OF STEEL BUILDINGS". ALL COLD FORMED LIGHT GAGE STEEL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AISI "SPECIFICATIONS FOR THE DESIGN OF LIGHT GAGE COLD FORMED STRUCTURAL STEEL MEMBERS". -ALA '2ti DESIGN LOADS SHALL MEET OR EXCEED UBC AND CITY OF RENTON REQUIREMENTS. 5-1 PUGETCONSTRUCTORS pp. Nice Box 949 Olympia. Washington 98507-0949 Phone(206) 754-9671 December 31 , 1985 Robert E . Bergstrom Engineering Supervisor JAN 2 1986 Public Works Department 200 M411 Avenue South Renton , WA 98055 Dear Bob: John i , off on vacation , however , prior to his leaving , he advisad me that the City of Renton desired a snow load of 25 pounds per square foot to be placed on the proposed building for the portable electric. generator. The Uniform Building Code of 1982 specifies a live load loading of 20 pounds per square foot with an 80 MPH wind speed load . There is no provision in the Uniform Building Code for a snow-live load greater than 20 pounds per square foot. The Uniform Building Code states that the local building official will establish the snow loading when such load exceeds 20 pounds per square foot. Consequently, I spoke to Jim Hanson of the Renton Building Department , and asked him how they derived the 25 pound per square foot snow load . He stated it was Renton ' s practice to utilize a 25 pound per square foot snow load . It is difficult for me to believe that 48 inches of snow will accumulate in the Penton area . However , I don ' t want to argue that point at this time . My basic feeling is that if a load greater than specified by the Uniform Building Code was to be imposed on the Renton generator storage shed that such a load should have been specified in the contract documents . The load was not specified . I spoke to Armco today and confirmed the fact that the building which was ordered and is presently loaded on a truck will not take a 25 pound snow load in conjunction with the other loads and still maintain the 67 percent safety factor . Our only solution to the problem is to purchase additional perlins and develop d new set of calculations . Armco informs me that they can load the additional perlins on the truck and develop a new set of calculations . I have authorized Armco to load the perlins and to develop the new calculations . They erpect that the calculations will be in our hands by Friday , January 3 , ENGINEERING / CONSTRUCTION / MANAGEMENT 196. We should receive the building with the additional per is by that time also . We are hereby requesting a change order to cover the additional cos of perlins and calculations in the amount of $342 .00 plus sa' ( s tax . If you have any questions concerning this matter, please call . T- nk you , Very Truly Yours , Dennis A. Burke, P.E. AUGET CONSTRUCTORS Post Office Box 949 Olympia. Washington 9850' CM9 Phone(206) 754.9677 December 2J , 1985 Bob Bergstrom City of Renton 3 0 1985 200 Mill Avenue South Renton , WA 98055 PORTABLE GENERATOR PROJECT METAL BUILDING ROLL-UP DOOR Dear Bob : As discussed by phone , we would like to substitute the specified door for one of similar design but lighter weight . Specifications are enclosed for your review . Sincerely, John Bergford cc : Dan Ervin ENGINEERING / CONSTRUCTION / MANAGEMENT t; L,pr Porvene Roll-ions i Derv" a the leader in roll-tip rover doors, R O R V E,Y E with millions in service worldwide. For over a decade people have recognized the Porvene Roll-A- Doors" innovative features and what they offer— maintenance free service, durability, operational i a ease and security at affordable prices. Available Nationwide through the Porvene Distribution Network. COMMERCIAL/INDUSTRIAL SERIES t i 1. Many industrial complexes worldwide hair discovered the benefits Porvene Roll-:\-Dooi has to offer. 2. Innovative engineering combined with ease of operation make the Porvene Roll-A-Door" ideal J for use on loading docks. 3. The Porvene Industrial door comes in varying heights and widths to accommodate many dif- ferent types of openings. 4. An outside installation creates additional inside depth.The full-up mechanism is then covered by a hood to protect it, and the opening, from the elements. S. Special Lexan vision panels,sealed with weath- erproof gaskets,can be installed on any door NORTHWEST DOOR INC. - s. 11 19821 871r, Avenue S. Bldg. C� KENT. WASHINGTON 98031 575.9362 334.4074 POERVENE JUST KEEPS ON ROWN' "coca,aaM,.cm,YnYY State-of-the-art design allows the Porvene Roll «, °° b MI mno^ry W wWe6W- A-Door to roll up effortlessly, like a window shade. rxn wWa l.moa.rY^al � MseYe roa„ro^Y m wwar This curtain of steel increases valuable overhead > M,st,kcwno. Waa t •. ^°mnar„mu�c,1°ury rvw space,and creates a more secure environment for � w^ry° �� your property. Simply put, it's the best of all doors w.rv°"rero I° Yin«, nnm rs n^vaea rn ow Yawm- _—J rolled into one. E1r•wrv•nR•J w wmroa CINB,al ab°I bans 0, . .wR, ROLL-A-DOOR' FEATURES """'�"'"° Y lE arum wnnl[ t IbM^B Rolli-DoJr'WMki $MNarI G°M"Vry J�rxrlvroasaelpWbinO Y 4 k Mao dare S@Wft New computer designed soon,r RarMe„ I.mn;ssowenr mwnurq corrugations assure increased strength and G•�,p,M y„„r, °•ma•re^•°aee roc an•cn. axrre•ul c°^avuc,ea eW. mY^!°reaW wrwnlarxYets longer life,while delivering maximum xcu- .JY'c°rmnw"a°Wru°Yba rdy.The Porvene Roil-A-floor"makes use aMY,or•mtreawe orn-s,wi .nn wlrarvY°J ne or�m.. of galvanized steel with a hatred enamel wpm co•°r,°. s',.uwn crvra„urme mM. finish to form a continuous nun-slat curtain. Roll-formed steel guides keep door in I and exclusive tampprt o+h I la of slide h lock at'commolatex two padlocks.Alternate ticking systems include a newly y designed 1s �je 6 iI ;r ,wroro rew„nos°amb side key tick. 'p1`°" r,rFnstkn 4 1 ilre PorMM RUI'.•OWn'M9 7.CW41-111taav The easy to install electric w•n,sort"ro•a tn°Ou "tiro onrM merMSLM .1 uaa or otener fur Co mlmercial1ndustnal use. e°nYrnor+•an. n R..b.mvcs aynknw y •M.n.I.rI rroe�s ra,m9°T'ens marYl- tnte^°a!o m°wtrom s,n« ro.MiM<omx,aur,^a .mat a.lt(paoradde kr(dooericy,and con II r."ne^men^rorcemem•m ots•r°rre" v n+l settee far added d.fficirncy,send amvr mwmry"sew a,•r,wroam° Y aon Ia<Y,n°aY.w mend Srvcrd lock upl tons arr avadahle fa �.i s•eWn•M»milrl~w°� m"individual needs w•Ynr•r sow mmaarxan rk nr wsa la con,m Hre elenvna a IµN adblMupM1 rlvaukw I lxsan vision panels settled with wralher, i ,,,owraurYaa s•acnaa ru iw rwwa aes,wy Mro. one connnu°us•r,M" IlvY rt,a Mks r,Mn ew pn,dd gaskets can M1s-installed in any door. ou,cn•amaccom,naa.of J" Bottom Will,required by many kcal nodes can he installed in any door. tlae++oo nrau Door! saenw,«wraserur 9.1le ddin Porveo•hasdewloped a seal that lionmake,i for efficient . Fiinstitution and nt oric PORVENE ROLL-A'DOOR' QEAUM REQUIREMENTS lion of air infiltration. Fire retardant tine inch urethane foam is Minded to a Jumble — t � ---Tcwrw mylar film.and these are Minded to the ° r tw,mroevr.wrr inferior side of the steel curtain.The mylar film also deters radiant heat boss due to its } } ! thy] special reflective properties. L c °a.s"•om w.rw - -17 FNLRGY EFFICIENCY RATING The Next `•r »+ mWrow.r a I means of cumprrring insulated doors is Ia °pin^M°�" °jMY1p1Nd1A aECiroa ELEVafiPN review the"R"anti"tl"values.The"R"value Note'L°ca!e ElmenslonsarMClearances on Oimens,on l'aMl Stanau,pwrtheinvae for Hrvrne Roll-A-I1,wA ks rated nt"R-i.�4" hGnq out°tx„etor le an left unless Mh.e 'se slaecmea. L. and the"U"value is 0,191. DIMENSION PANEL(Minimum Nigt! Itlploafadl Al- A2• a"" C D N,effective % Sad Nelp c hasvc enerLl two NaM-Pull Up to 8' 5" 5" is., 714" toff"increase ways to help comfort. energy and pope Up to 10' 5" 5" 19" 8" 11" for.- increase bolding n+mh,n. Up UP M 8' 7" 5" 18" TK- ioyr" Top draft stop.a a+nlinuous resilient rah- Drive Up to 10' 7" 5" 19" a" 11" her strip.is field^..called acmes the door top Chain Over 10' 7" 5" 21" 9" 12" to seal against the header. Redricbon Up to e' 9" 51, is" 7Y" t0yr" Side insulation of closed cell foam is factors rear Up to 10' 9" 5" 19" a" 1 s" installed on the door. Cham Over 10' 9" 5" 21" 9" 12" A full length mutom astragal of F.P,D.M. .;.!folated and Windlock.radd 2;14',add I"to A7 6 A2 forms a harrier against weather,dirt andPORV •^'•`"ate•" Insects. ROLL-A DOOR- DOOR GUIDES _ r"r IL 11111lt"All doors are exposed to stresses, L^- including those caused by wind at van- ing forces. °.rrY•rw .""'°"w _ Porvene has engineered special windholk clips that enable the door to withstand hue ricane type winds up to 45 its.pet square foot ID de eo.,FL approved.) This sturdy door i prevents wind damage and assures smooth. easy,dependable operation. a•rrrarw."w 8,T'Por INDUSTRIAL/COMMERCIAL COMMERCIAL- SERIES 11 Openings up to 20 feet in width SERIES III Openings up to 12 feet in width The K,rvene Industrial filer,f file slanda o pmtile I he Porccm Commcrecal Roll-A-Door' +y+iem often top yuulils ;e for them large openings. Now combine the stength am].securify of anmpc tins,priers through innovalisr engineering. it vied and preset) industrial da,r with Porsenes latest innovations. MIRUMWhere teR MAIM!600�I ss to I he Ktrsem�Kifll X nmkes use of computer designed corrugu- \shert:,t choice of partial or total acce the building is required, Lion of gaisnnrad steel sections joined in a amUnuom steel curtain, stationar, it mil-a-wuc mullions arc recommended.For dam user 10 It. Computer desrgnod corrugation ucsures mammum strength and king high,mu0ions may Ire permanent or marl-a-wuy on a track to the side, h1e at les+wc•(pht. quickly and cosily. SPECIFICATION CHART—SERIES It (S) STANDARD (0) OPTIONAL Door Sizes Minimum Hand Ext -- -------- --- -. Head- Side- Nylotelf- Pull Chain Conffom- Exterior Slade CyhncW Roll-A-Way Insulated' Facts Wired' Width Height room room Rope Drive A-Door' Hood Bolt Lock Mullions lock _ _b _ A-1 A-2 UD 10W"_ up 1u 6'•0" 16" 5"�S" _8 S O O O 9 O O _O O O 10a1"to 16'-0" Up to IV 0" 16" 7" 5" S O O S i O O O O Up 60 16W" 6N"b10c0" 19" 7" 6" 3 O O 3 0 O O O O Up to I6,0" 10,1"to 16=0" 21" T" 5" --- S O O S O O O O O Up to 20c0" Up to Sc0" 16" 9" T. S 0 0 S O O O 0 3 Up to 20'-0" e'-I^b 10'-0" 79" 9" 7^ S O O S O O 0 O S UPb20W Upb16W" 21" 9" T__ $ O O ,_S O _ O___ 0 0 $ standard color salary Mite m Mocha Brown— —'Aaldinows 2"ru headroom spec —"For tloprs up mrougnt2'-0"n 22�0"(Exce010odI MIs P,nmor,RoIIA-pggr`,aamyea the right fu matte,net,as m improvemems to the product or accessories Wphmn crime antl wdhout incurnnq any Dbhgai o to mane armlet,hemp, or rmpohmonf m,to Products pnsoo.s y ordered For hoarinwm add saiemom of rndnidual sties please consul)soeoficavon drawings SPECIFICATION CHART—SERIES III (S)STANDARD (0)OPTIONAL Commercial Door Sizes Minimum Hand Fat Wt.d - ---- - Head- Sioe- Nylolelt Pull Chain ;ontroll- Exterior Slide Cylinder Mul:ron Insulated' Facie Witlth Height room room Rope Dove A-Door^ Hood Bolt Lock UP b_tOW" Up b6W" 1" 6" S' S 3 O 0 O S O O O 0 �Jpto7250" Up to 12cO" II" 7^ 5" S S O O S O_ O 0 O UP b IQW t2at"to t4 W" t9" 7" 6 - S-„ S O 0 s 0 __ 0 _0 O Standard taro, lately Mile m Mocha Brown 'Addappro. 2"m rom headosow, Prompt Inefallation verise is evadable through trained serv¢emen m all ntane cities d,mot from nor nom or tram sudsoftmo daamrs pluSbaied msinichpns am mounted with eoery dam M An""it-tnafallabon It manned For headroom and sidemom of ndr odual Braes.Plea"Cori spec Irial min drawings l sPECIFICATIONS—PORVENE ROLL-A-DOOR' PRODUCTS Due tosuperiordesign,the Porwric system isgcnen,l1, 1111 �-l.n'I ni.ur. COMMERCIAVINDUSTRIAL teaance,eliminating those time and money wasting call hacks. Porvenc ❑I,,a n•a''ormed.lock seamed tin,crcato'tf an efficient,depenJahfe dove sysrem.And greaseless guide%, L, „I ,... ; ,,,mixed anted%feel,prime painted 1, special large doors,mean you won't ever require lubrication. ,n tom files w,lh a prcpamcd eoerior surface 5noh Per A S.T.M_A 527-W1 NpkM.Developed by Porvene.an exclusive Lock Form Quatity.The curtain shall be equipped with a full length%feel feature,to prevent metal to metal contact, angle and a full length E.P.D.M.aslmgal With the%feel angle and aamgal Ijdrz h^tweet metal are to be securely fastened to the bottom o1 the curtain fur rcinforeemrm The dswr system g and moluntinµ of foe standard slide-bolt device as mnufacturd by Ponenc, door guides%mlxsthly and quietly. The axle shall be of schedule 40 or schedule fill I".- '%ommal Pipe. T'he n,na g steel curtain doom shall he countervhalanced with engineered t helical t rat pring,.made of Cl...I I Oil Tempered Premier Mechanical Spring W ire I,im,relieved and relempered i. supporting bracken shall he manufactured of ""Nomimq thick structural aeel angles and flat bar feel welded together.to form..solid triangular support bracket. Iowr Nude,shall he roll formed 11 gauge xalvanized steel. i Down up to and 4icluding Ill'x 10'shall he pushup. (fRBMlap 1gIM laggriallL These space age Down from In'I"to 11111"in width and ill'["W 12'6"high shall he operated bearings deliver longer life without main- by a direct drive µear chain wheel. !chance than metal bearings.An exclusive Doors from 14'0"to 20'0"in width and 127"to thin"high shall he operated feature that prevents wear on axles and by a reduction µear chain wheel drive.The reduction ratio is 1.4iL reduce%friction,allowing the daft to mill Series III-Commercial:The dowr cuoain shall be a press formed.lock smoothly and evenly. %tamed continuous,heel or.Iola"12%gauge I galvanized coated steel.prime painted on both sides with a pm painted exterior surface finish per A.S.T.M.. A 527-N)Lock Form Quality.The curtain shall he equipped with a full length 11 gauge bottom made and E.P D.M.astri aal securely fastened to the bottom of the curtain for reinforcement and mounting of th•standard slide-hole locking device as manufa:tured by Portiere. r, The mllinµ steel curtain doors shall be counterbalanced with enµineered helical torsional springs,made of Class 11 Oil Tempered Premier Mechanical EK OF INSTALLIMON Spring Wire tstriss relieved and retemperedl.The hot polled P&O high The Ponc"e Roll-A-D o," is%hipped assembled and with all hardware strength 1"6 Nominal%feel tubing or schedule MI steel pipe axle shall miate for erection.Doors am to be installed per inst:.11alion instructions, freely within a nylcn drum huh liner bushing imess fitted and secured �1+ btilM►The Porten Roll-A Dhxttvcomesin vaninghtiohtsand width. tightly into the steel curtain drumsi. to accommodate many different types of openings...from garages and Supr o-rinss brackets xhall he manufactured if'nt"Nominal thick%true factories to warehouses and truck terminals.Additional information rural steel angles and flat bar steel welded toµetherr fo form a solid triangular on aysis,shipping.delivery.roc.is uvaduhlr through the Porvene office support[,nickel Door euidrs shall he mill formed Ili gauge galvanized steel. near you. Down sizes up to and including 12'0"wide s 10'0"high shall he push- up operation or,nom AccEs IES Doors sizes ever 12'0"wide by 10'0" high shall be operated by a chain l Hinder locks arc moun(,J in curtain.The key operated lock activates wheel Drive. t it Its king but which extends through the guide. Wtmlloel,Basic door construction is the same as the Industrial Series 11 Vlaiaatiak are 21V2"x 742"and are made Loin G.E:s"LEXAN":securely dowr.Windloek clips of 16 gauge galvanized stamped steel are riveted to the roofed(,the door curtain.and sealed with a weatherproof gasket. ends of the door curtain edge.Guides are of II gauge steel,zinc coined with Sank 1111pardiar Opillow a 16 µauµe steel insrr spot welded to guide.Windlock clips interlock with 1.Single button nation the guide invert under extreme windload conditions,withstanding direct 2.has control winds up to 45 lbs.per square foot. }.Pu11 cord control Insulated:Basic door construction is the same µ%the Industrial Series 11 4,Radio control model.Insulating properties are met by the use of a I"tire retardant urethane ?.Pneumatic solely edge loam with mylar hacking.laminated to the inferior of the dos cunain.The I Stu ono insulated door has an overall efficiency elmµ of R3,24 tU41.1911.The aide air a P ) infiltration is minimized with.dossed cell ethafoom.Tor,draft slop I%used I h.Stop and re.erse at the nestle,The urethane foam also reduces sound transmission + h.OSHA reyuircmen4 upecify) Wicket Dover.Maximum security provided by 1"x 1"x 16 gauge feel 11ff consists of twat options tabular frame hinged to a X'x,P'x 1/4"support angle.Easy engagement and 1.Resilient rubber top draft stop,which is installed after the door disemµ lgement prwided by Cremone bolt and lock assembly.Design may is installed. be L.H.swanµ out.L.H.swing in.R.H.swing out or R.H.swing in.The pass 2.Closed cell foam for sides which is installed at factory. don is made of door sheeting reinturced with formed angle and riveted to a 16 gauge welded fratte.The passdo r is provided with a standard ltsck.The 127.10 Lakeland Road.Santa Fe Springs.CA 40(1 L.A.model do adbolt lock(%optional.Elhafoam strips are attached to the 211 441-2244 eorrugadoo to eliminate wind entry in the pass drill.Handicapped threshold 1744 Enterprise Blvd.,West Sacramento,CA 95671 is available. 416 171 hh.W Roll-,a Was Mullion:Dcstµned and enµineered for extra wide openings,up 1 1441 C oho Industrial Drive.Marietta.GA AMIM to 45'wide and Ili'hiµh.By combining 2 or 3 down and I or 2 mlting mullions. i -104 4224550 a large opening can successfully toe closed with Porvene down.Wuh the doom 1 4111 Metric Drive.Suite 7.Winter Park.FL 1,v x)' in the full open position the mullions will then mill to the sides for complete io5 67W4R50 use of the openinas.The gear operators are mounted to the left and right sides POPwIMe 1 `t019 Presid• fiat Drive,Da11as,T%75243 of the doom to keep the openings free of obstructions.The rolling mullion 214 149,2faJ requires 2 2'of aideroom to clear the opening and only an additional 4"(1[ J 1'dLL SWFFT'S BUYLWF FOR RFPRFSFNTATIVE headroom to the standard headroom requirements for installation. Controll-A4hwr•.4;H.P Motor.Safety stop in both the UP and DOW N directions.Thise Mutton station.Chain Hoist with enough cable release to instal,it 16 It,high,and with an aversom reach.in able to operate it.Same applies m hand chain.Brake—adjustable.Rotary limits that are easy to vet. y1'tring Posts that allow for addition of various options.well as radio commis. IooP delec(on,door edges.etc.Uses meting comacto,heavy duty trans. l,finer.and heavy duty capacitor.Warranty is i year Item date of purchase. an he used with all size Porwra,Doors.Replacement parts available. Accessories:Other acccsvrricv evadable are lexan vision panels,211h"x 74." Keyed cylinder locks Heavy Duty Guides(II tiuuµtl.Pmteclive Hood Covert. Steel building mounting brackets.Top and side draft stop. Wagagazz Fos further specification.contact u Porvene Roll A Door`mpresentafin. I N T 's R 0 F F I C E Y E N 0 TO: n ' �a- J3 :�� DATE:a �1yt ate FROM: SUBJECT: /// / w AccoQjT SPEED LETTER 10: idol7 55 DATE: ► b 3 *s"�J� ✓5 Cc �cy�r_S PROJECT: SUBJECT:_ f�cns� ��J R.ff�-c��l �e. 5dr�,c7��✓`.�/ d7dcr,vrta,� 'h�— CISY OF REM ON SUILDIN+3riC;VING GE7" Signe SPEED LETTER TO DATE• i ±S. •,,. /� �n v PROJECT: SUBJECT: i.�nl r i ^�•.=c:� ` �- Cell r pztc PUGETCONSTRUCTORS ffice Boa 949 Phone (206) 754-9671 CITY 0, P.ENTON 7N0w � Mp DEC 191985 December 17 , 1985 sL'rLDING/ZONING DEFT, Bob Bergstrom City of Penton 1 9 198C 200 Mill Avenue South Renton , WA 98055 METAL BUILDING FOR PORTABLE GENERATOR PROJECT NO. W-815 Dear Bob : Enclosed please find a complete structural document on the proposed Armco building for the above referenced project. Sincerely, PUGETyCONSTRUCTORS John Bergford ENGINEERING l CONSTRUCTION / MANAGEMENT of R4, PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 0 235-2631 O MUNICIPAL BUILDING 200 MILL AYE.SO. RENTON.WASH.99055 S, �. 01 4 TfD SEPSEOeEP BARBARA Y. SHINPOCH MAYOR November 12, 1985 Puget Constructors 1235 East 4th Avenue Olympia, WA 98501 Attention: John Bergford SUBJECT: City of Renton k,ortable Generator Dear John: As you discussed by phone and raised in your November 1, 1985 letter, there are several questions concerning your project's electrical . The telemetry interties and responsibility is one area I may assist on: We are expecting delivery of the Highland Pump Station's new telemetry on November 30, 1985. You will be connected to the new apparatus after this date. Please contact Dan Ervin for details on the new telemetry. The new telemetry is being supplied by Uniface Inc. of California Thank you. Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor REB:mf cc: Dan Ervin, RH2 Engineers ECEIVEIJ PUGETCONSTRUCTORS N C V � :�a� 1235 East 4lh Avenue Olympia.Washington 98501 Phone(205)754-9671 November 1 , 1985 Bob Bergstrom - City Engineer City of Renton 200 Mill Ave S . Renton , WA 98055 RE : PORTABLE GENERATOR CONTRACT W-815 ELECTRICAL CLARIFICATIONS Dear Bob : Our Electrician has met with the Electrical Engineer (Thoma Leonidas ) for clarification of the following : Item 1 . Print and Specs do not show terminal intertie connections with existing equipment . Item 2 . Sequence Relay Diagram ( sheet 4 of 4) was incomplete rigs to wiring and relay operation to do the functions desired . Item 3. Telemetering interties and responsibilities are not escri ed . The results of meeting on each item is stated as follows : Item 1 . Electrical Engineer did not know where interties s o1-uuT --be but could figure it out . He wanted RH2 Engineering and City Engineers to varify connections . Puget ' r position is that we must know the wires/terminal posts to tie into for circuitry. Item 2 . Sequine Relay Diagram was connected to make sense and we can wire up . Item 3 . The Electrical Engineer states that we need to connect into the new telemetry equipment which at present has not been installed . According to construction plans ( sheet 3 of 4) if new telemetry equipment is not installed by construction time then we are to connect to existing telemetry. We need to know the intertie connection points on old equipment . Noq 30fA Nod r ,q ENGINEERING / CONSTRUCTION / MANAGEMENT The Telemetry connection controls the operations of tt,e Automatic Transfer Switch so there is a problem of not being able to connect until new equipment is installed. Delays may result. Please advise as these items are going to prevent us from completing the job and could cause additional cost to the project. Sincerely, John Bergford Office Manager CC. Dan Ervin , RH2 Engineering CONTRACTOR/SUBCON TOR t�l' U� REPORTING PERIOD MDNTNL7 MANPDIIER UTILIZATION REPORT . �� a- ♦ Month: October Year. To be submitted to the city's Project �w Goals and Timetables as committed Engineer during the let weak of following �i 1 Q in (,ontractor'► Affirmative month w;iile contract is in progress. Prime Action Plan Contractor is responsible for obtaining and „r per fity's Plan _ 9.1 1 � submitting all Subcontractor To: (same and Iecetion Of CeaPll►nce aaenen pPt.) From: ("se mad location of contractor) �1 Pu t Constructors City or Renton 1235 E. 4th Ave. 01 is WA 98501 his report is required y Executive order 11246, ectson 05. ailure to report can , termination, ean;ellstlons or debarment of result in sanctions which include suspension contract. a. f 5. e. 1 2. 3. ate_ Tots1 roNl te) rlty ^usDer usDer York Bourn of BcPloysent (see footro of of • v/h of minort Eepbr• C 1►eal a• •e BU• tr. asian/ oral total loy- tacifie ae- eea fiea- Tots D1►ek ndl►n w,rh eei ConPW`► k►me (I.1).) Trade tlona panic Ia]a�d .►le A Puget Constructors Tt A Tr - Tr Tr ` _— A it 1 L T r )��aDC 7.Coepuy Offlelal'a Office Ma an a Tr e pate signed 9 7elr P5one „oh�l3ergford - Office Manager (include area Code) (206) 7 4-9611 _ of Rev. 21/77 (*Males s rcmauires�ents� i City's Goals a on-miicrlities) ) Page — 7/80 (Submittal Req Dat November 7, 1985 I 9jejoet Renton Portable Generator CAG No. W-Pl i This Is to certify that the prevailing wages have been paid to our employees end our subcontractors' employees for the month of In accordance with the Intents to Pay treva` ng 71Tid with the Washington State Department of Labor a Industrias. l�Put Constructors • �aiPa^1 NMR T te Title L_, c PUGET CONSTRUCTORS UzzA KXJZL4M - Fantm ' Cxwa hours - 8 Fk=s a $18.39 Ciir�fts Pa y - $147.12 i � I DcduL-c iLVO I FTCA $ 10.37 r I Ridcral Withholding $ 16.00 L 6 I $ 2.70 :OIAi OhDiX ncm $ 29.07 Mf ter PAY - J 1.8 ! i IMCUNENr OL ymv+ dh4NLN P.j PUGET CONSTRUCTORS rF . Ou MVie wA 4#wi9• KAUE Tc-I mom 12OL c PiM WA P"ONI 754- I CHECK NO, OIrYVN,WA&MMuiOM YYf01 15rT/IYtw ' owrellll,i)!j AMOUNT r' I o w hmdrud 0 1gZit9@n dollars and oTOT m Steve rye le I I O o�C)MU �a o E • r•MlTH0111ZFD 810NwTlIflE Oil L Z PUGET CONSTKUCTORS i t_:,ti�JCAM - Asttai (x(AA; tntz:s - 8 H=s @ $21.53 n Uruss Pay +$172.24 MN�d DWWti«w ^ + ITCH $ 12.14 d{�M 1 Itbd L%ral witttwiding $ 18.00 d Ti yry��ry�� ps�]2..70 ^�. I 1t7i�AL Yii.Wii4rl $32.84 WV PAY - *1399.40 1W -- ' I MCMbtR FDIL i 1 IMMM BNAh � ( wUGFT CONSTRUCTORS ,2Ja T 41H AVE PHONt hx901 CHECK NO. OLTMPYI N'AWNGTON9001 --`DATE =1�1� -- AMOUNT r rxx: tuaxirad thirty-nano doiia.-: a lid � PAYOPIMA OF a pa�� o �a�d� •� � D �� AUT�gRIZEU Y�AW�TU�fE .1 150088191, 1: 125000C 241: &6394 06100 k `� � ' I PUGET CONSTRUCTORS C,a,aas Nowt+ - 33 hose @ $21.53 [b-as, Pay - $710.49 [LduC�ime �• tl i1Ga S 50.08 M3narnl Withholding L o 1 5111. + ` :VPAI OEIXJCP 0M $223.24 a. MMM ,a: PAY -. i¢87.25 i i PUGET CONSTRUCTORS u,rYh: PGG(TC-I?Oft 113b 1 ITN AA PMW 75~1 ~ 1 51PfA pM51YN0TON*001 CHECK NO. O(T i j��dl Ir:fczSG W�� 1 DATE 11/1/8ti AMOUNT Ftxu huxLmd flighty-seven doll we and 25/100 PAY TOTNE CrAma OF johms ^yrMGwK6o 3iONArURE LI uAU08840w �: 12500002V1: $6394 USa'�• L:�._ PUGE7 CONSTRUCTORS Gross ]kurs - 31 1/2 Wum @ $18.39 Grass Puy - $579.28 YiiNY klc.% $ 40.83 lu3ar"l Withholding $121.00 2. & 1 $ 10.65 TMAL DOWflOBb ,W2.46 K PAY - 0 bLANNST uAN� ' MFM60 FEHC ` PUGET CONSTRUCTORS `"aYw.ucw: _ I PwrTc-vOgM j I .di,t ITN AVE PHONE 754W71 (Nu'(NO. OLVMPIA,wAywNOTON 58501 i !(i2/F25h I� DATE AMOUNT yy-ypp1Y1 + i-Lw- hwxlrW six dollars ard.80/100-------------------------- —---- -- ------- —s•.o�..... RFA11 I PAYJ,7� 1 ' I •o TN@ nn ORD�^�tou; M1o11an �W� ��W � �� • t AUTIgN12l08KiNATURk r008ab &a 1: 1 2 50000 2►.F: 8G394 061e' ,' , j PUGETCONSTRUCTORS Y N ii ly ui. ,7;Hkk; - Aentan Cu.'063 iiar:'s - 3 e $21.53 4 Pay - $W.59 P1<A $ 4.55 imidi:r L Wig<i Iding $ 2.00 >r• 1 L61 $ 1.01 l 1101e1. DIDW1,10m; $ 7.56 f rdSi my 2w.03 wepi � 1YaN t � � r PUGET CONSTRUCTOkv ot,avf,of ■ ,.,;t. +TN AVE VHor.E 7la ron CHECK NO. , I W vMVW.N�lnINGTLA 99S111 .. I DATEAMOUW 1 .cLy-r�_wcfA do1La auxi 031100-----*----- ------- --- ------------------ -------.. 7_u: ..•. AY TO THE OIIOFR OF a��aC�C�®�Oa � dl� � � • ,'� . �11yTfOwzeo aoruTuq� •. NAil � � I;d I ` ,_ I u'O�d�i' r�• 41 2 :,0000 24j: n6 _9ti Go 1�' w I a. ��Tr vu:;ET CONSTRUCTORS NTMu . PUGET CONSTRUCTORS p...Af . .... Yy4tTC•I71T" � tdjo[ nN•vt PbOb• TS4-96)1 CHECK NO. Ot PAM.wA&4 MOTON VWJ AY-2/ttw . If o�it rwwrar PAY TOTHE emmup OF Y �.03K) T. •E Engineering October 22, 1985 OCT 2 E) 198 S1139.O (16J16) Mr. John Bergford PUGET CONSTRUCTORS 1235 E. 4th Avenue Olympia, WA 98501 Subject: City of Renton Water Project No. 14-P15 Port.ble Engine Ge,,erator Set Submittal Review Dear John: We have completed our review of the submittals and shop drawings for noted ab, ve rei:renced project. The submittals are approved below: ITEM NO. COMMENT 1. Power Systems Letter, Item No. 1 Approved as submitted. 2. Powe Systems Letter, Item No. 2 We require that a full bed plate (decking) be provided as specified. It is our experience that road mist entering the trailer enclosure from the bottom creates a dirty and oily engine generator assembly. Since the electrical equipment in ^!-e enclosure is not housed in a Nema 4 enclosure, the water also creates a potential electrical hazard. All of t':e fumes generated by the diesel engine are lighter than air and, toerefore, would not exit" the enclosure through the bottom. We are not concerned about spilled liquid on the decking suite the fuel filler assembly is required to be located exterior to the housing. 3. Power Systems Letter, I* ,mn No. 3 We require that the fuel filler cap be located on the exterior of the enclosure and be lockable as specified. This arrangement allows us to fuel the engine wit out exposing hot or rotating machinery. 4. Power System Letter, Item h:. r Approved as submitted. 1410 Market Street,P.O. Box 1180,Kirkland,Washington 98033(206)827-6400 Mr. John Ceryford October 22, 1985 Page 2 5. Power System l.etf4r. Item No. 5 We require that a sight-proof louver be provided as specified. The expanded metal grill is not approved for use this project. Our calculations i..dicate that an EIGO model 1-48 louver has a pressure drop of 0.40 inches of water at u. air flow^ate of i300 feet per minute. This is 20 percent less than ;he manufacturer' s recommended maximum radiator pressure drop of 0.5) ;nches of water. 6. Power System Drawing D-6880-6 Add AC system power and transformer for the unit mounted dome and flood light per specifications and drawings. 7. Power System Drawing D-6880-6 Add over voltage failure per specifications. B. Power System Drawing D-6880-6 24 volt flood lights should have a drip shield per Contract Drawings, 9. Power System Submittal , Section A, E/G Description All exhaust piping is to be stainless steel . 10. Armco Building Submittal The instructions for building construction which you have prc :ided as submittal data does not include sufficiently detailed information to allow us to approve the engine generator building. For instance, we have no data on the following items: a. Radiator shroud and wall penetration, b. Exhaust piping and wall penetration, c. Guide rail system, d. Overhead garage door. I � In order to expedite the completion of this project, we will allow ; you to proceed with ccnstruction of the improvements without approved shop drawings. However, if the completed improvements do not conform to the level of quality and function that we have detailed in the specifications and Contract Plans, we reserve the right to reject this work and have it replaced with specified products. Ac yr option, yo:i nay provide us with shop drawings that detail the above mentioned items for re�,iew and approval . I nave enclosed two complete copies of the submittals for your use. Please cai '. if you have questions or require additional information. Sincerely, RN2 ENGINEERING, P.S. 4!� ' Daniel R. Ervin, P.E. Lnclosures cc: Mr. Bob nergstrom, City of Renton Mr. James Keating, Power Systems Mr. Tom Leonidas, Sparling & Assoc. ,f APLIGET CONSTRUCTORS 1235 East 4th Avenue Olympia.Washington 98501 Phone(206)754-9671 October 22 , 1985 Mr . Robert E . Bergstrone P . E . 1 Engineering Supervisor Public Works Department Municipal Building 200 Mill Avenue South r^r 2 4 18� Renton , WA 98055 Dear Mr. Bergstrone Emergency Generator Building Highland Pump Station I am in receipt of your letter of October 11 , 1985 transmiLting a copy of the revised drawings . Since a change order has already been negotiated on this aspect of the project I would normally not respond . However , your letter contains many inaccuracies and totally misrepresents the facts . It is thus necessary that 1 clarify the situation . The true events occured as follows : 1 . I was at the worksite on Wednesday until 12 : 30 assisting in setting the forms . We were setting the forms and had reinforcing steel cut all in eccordanct with the original drawings since no one had advised us that RH2 Engineeers had revised the drawings earlier to meet Renton Building Department requirements . 2 . After returning to the office and ordering corcrete for 8: 30 a .m . Thursday I received a call from our foreman who stated that someone from RH2 visited the site and stated that the drawings were revised . His visit way on or about 2 : 30 pm . . 3 . I immediately cal I your office four times between 3 : 00 and 4 : ?O , 1 received to response . I called RH2 twice during the same period. 4. On or about 4 : 30 I received a returned call from your secretary stating that we could pick up plans at RH2 Engineering . 5 . I again called RH2 Engineering and contacted Dan . He stated that you had all the drawings and the revised mylar . Dan also told me tha chann�s that were being made . I developed our own sketch of ne rev`. -ed footing . ENGINEERING / CONSTRUCTION ' MANAGEMENT 6 . I again called your office and finally got in touch with you and discussed the change . 7 . We subsequently picked up the extra p5 bars and revised the forms on Thursday morning . Given the preceeding facts it is difficult for me to accept the inditetment contained in your letter. Very truly yours , Dennis Burke C.O. N 1 CITY OF RENTON PUBLIC WORKS DF.(ARTMENT CONTRACT CHANGE ORDER AGREEMENT • CONTRACT Portable Electric Generator _ CAG-071-85 CONTRACTOR met Constructors, Inc. 1235 East 4th Avenue, Olympia, WA 98501 754-9671 SUMMARY OF PROPOSED CHANGE N1 Increase 2" conduit between pump house and generator garage per NEC requirements. Lump Sum $ 253.59 N2 Increase garage floor concrete slab per City Building Dept requirements Lump Sum E 1,212,20 TOTAL 1,465.79 15% Overhead Profit 219.87 TOTAL 8 1,685.60 _ 8. 1% Sales Tax 136 53 f 1,822.13 All work, mar„rials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction '.evolved. ORIGINAL COATRAC -CATNT-T-0 CT- EST1MTEo NET CffMM-1-1'"TT19TfU ZWOff— AMOUNT AMOUNT I THIS ORDER TOTAL AFTER CHANGE $71,129.80 I $71,129.80 + E1,822. 13 _ $72,951.93 SIGNATURES: CONTRACTOR DATE A985 ( r PROJECT ENGINEER DATE LcLw+"nes— APPROVED BY �N. . _ DATE Pub is Works Dir" c, ? T* . C.O. N 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT Portable Electric Generator CAG-071-85 CONTRACTOR Puget Constructors, Inc. 1235 East 4th Avenue Olympia WA 98501 754-9671 :UMMARY OF PROPOSED CHANGE N1 Increase 2" conduit between pump house and generator garage per NEC requiremf.jits. Lump Sum $ 253.59 N2 Increase garage floor concrete slab per City Building Dept. requirements Lump Sum $ 1,212,20 TOTAL 1,465.79 15% Overhead Profit 219.87 TOTAL $ 1.685.60 8.14: Sales Tax 13653 _ $ 1,822.13 All work, materials and measurements to be in accordance with the provisions of the Standard SpeciFications and Special Provisions for the type of :onstruction involved. D9T6W1 CQ C UkRENT WART-AR TED NET CHAN ESTIMATED CONTRAC AMOUNT AMOUNT THIS ORDER I TOTAL AFTER CHANGE $71,129.80 $71,129.80 + $1,822.13 $72,951.93 SIGNATURES: CONTRACT DATE ? PROJECT ENGINEER er+ DATE APPROVED BY _ T7 l C, DATE Pub c Works Director) k OF 1? PUILDING & ZONING DEPARTMENT Z � RONALD G. NELSON - DIRECTOR O r & MUNIC' A' BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 'flq c O,gq'FD SEP1E0vFP BARBARA Y. SHINPOCH MAYOR MEMORANDUM „l 1 A J lr4lLrf•� ,,. � ,, -•. �Orre.� [.rvt{ j..f��.,r.�. l, .. I ,.I / 1.Y ' �r•n.,�,s.,. �� •mv t�f�i October 21 , 1985 Fees for permits issued October 21, 1985 B-11559 Building Permit 000/322-10-00-11 140.00 Plan Check Fee 000/345.83.00.00 91.00 Code Fee 000/237.09.00.00 1.50 TOTAL :32.50 CHARIER ilb, LiAI;l of l'Jti� CIfY OF RENTON CERTIFICATION 1. IN( Ur•O11t'iSIrF 11 00 11,Rf Ay (fVll. v nNOER FEHAt Yr fU1IE I S.',•.1.I.1, V itANIpCv,.UIlIIr.Nr., it -ag1A 'l•Af' Vq1,1Y•:1•o.4 9l'All' i1U1V11 q:g•1l1y�1l.VqINET Af 11VVl A IIlM iR41 1 l0 A iaNYf i, lq•' IILlRbi I IYI qM AAH lU O F RBI PUBLIC WORKS "DEPARTMENT �$ � DESIGN/UTILITY ENGINEERING 0 ?35-�1631 0 MUNICIPAL BUILDING 200 Mtt-L AVE.SO. REN'tON,WASH.88055 9q O,SQ Q TFO SEPTEM'lbe TO: 'T DATE: JOB NO.: — - ;T t"... RE: -- GENTLEMEN: WE ARE SENDING YOU O ATTACHED o UNDER SEPARATE COVER VIA _ THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS o REPRODUCIBLE PLANS ❑ SPECIFICATIONS ❑ CGPY OF LETTER ❑ COPIES DATE NUMBER DESCRIPTION AND REMARKS _ HESE ARE TRANSMITTID AS CHECKED BEL(hl: 46 F174 APPROVAI. ❑ APPROVED AS SUBMITTED o RESUBMIT COPIES FOR APPROVAL u FOR YOUR U5 ❑ APPROVED AS NOTED ❑ SUBMIT LOPIES :OR DISTRIBUTION ❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ _ ❑ PRINTS RETURNED AFTER LOAN TO US COPIES TO: —'--- ---- SIGNED ---- TITLE IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE OF RF. J -Y. BUILDING & ZONING DEPARTMENT Z RONALD G. NELSON - DIRECTOR 1 9,0 MUNICIPAL BUILDING 2D0 MILL AVE SO RENTON, WASH. 98055 • 235-2540 <c 0,9grED SEP1Eo,0FP 13ARRAP Y. SHINPOCH MAYOR MEMORANDUM October 21 , 1965 FP• s for permits issued October 21, 1985 B-11559 Building Permit 000/322-10-00-11 140.00 Plan Check Fee 000/345.83.00.00 91.00 Code Fee 000/237.09.00.00 1.50 TOTAL 232.50 CHAMER 116, Lm�, , UI I"o_I CITY OF F<EN10N CLR11F(CATION rs 1, Illf ; y;ll ^V.pfp p,t 11'.Rl 9Y •LILY ';NDFR RI N�1 Ivll 'I I �'1, I11,I' I�II 1 �LI:.It /ql I:LAI fe IS r. ;;PVT. bb ' i vl AON11G1 114 ^Ilr nl Itl�ll[; ill'. InnlAll011 ADO lD •II111;R1,�nll n;lr ; plhti tU RM[,D CLAIM. •Inns n: `/�/(f/�•/ i\ "^I�'[P � >�""'�Cr�!`„"'V_. / nnCf �xy n E+� e 2 6Py/1'4r ��i�/��L✓s. 596.38,!s2e. �3z = Phase IV Puget Constructors Correspondence S--296 3 PUGETCONSTRUCTORS 1235 East 4ih Avenue Olympia.Washington 96501 Phone(206)754-9671 October 17 , 1985 Bob Bergstrom City of Renton 200 Mill Avenue South Renton , WA 98055 RENTON PORTABLE GENERATOR HIGHLAND PUMP STATION CONTRACT W-815 PAY REQUEST NO. 1 Dear Bob : Enclosed please find documentation of work completed for partial payment of work on the above mentioned contract . The construction schedule is anticipated as follows : 1 . Site work/turn around railroad ties October 10, 1985 2 . Site work /generator building slab , conduits October 10, 1985 3 . Install AT switch-complete Highland electrical October 28-30 , 1985 4. 3uilding erection December 15, 1985 5 . Complete new building electrical December 15 , 1985 6 . Portable Generator del '. vered December 18 , 1985 7 . Final testing December 20, 1985 We would appreciate prompt payment . Thank you , Sincerely, i John Ber ord Office Manager cc : Dan Ervin ENGINEERING / CONSTRUCTION / MANAGEMENT ORIGINAL DATE: REVISION I DATE: TO: Accounts Payable FROM: Public works SUBJECT: Construction Contract CAG # 0 11" Project Name: Fs1a� ,e.e. j%?/17+�iar �c r,WTr�t1✓ ✓ Prime Contractors �U�yq� l MIVY�LXd✓: 1I ` _DATE RECEIVED DATE RSCSIVED PRIME CONTRACTOR i SUBCONTRACTORS INTENT TO PAT AFFIDAVIT OF PREVAILING WAGES WAGES PAID i - _ r SignedJ�'� -1a� Project Engineer cc: Project File Forms 1/15/05 MAIL TO: PAYMENT RECEIVED Statement of INDUSTRIAL STATISTICIAN INTENT TO PAY Department of Labor A Industries Ul ) 1 f PREVAILING WAGES Employment Standards Division L b I ESAC (Public Works Contract) General Administration Building •....... • Olympia, WA 99504 (206) 753-4019 Contract Number W-815 Date Bid Was Due Contract Awarding Public Agency Date Contract Awarded CITY LF eooi.•m _ County in Which Work Performed Address ;tCC MILL. &C S Location Within County 4StNC C( I2CN104 , LCA Prime Contractor I�MI L( ccslStRu< .etl5 Phone Contractor's Registration Certificate No. IN GL' K 17L' RM Do You Intend To Use Subcontractors? Yes C3 No ❑ In corn liance with RCW 39.12.040 1, the undersigned, being a duly authorized representative of C�miJ�7`t e 74irS /2�5 '�J n pSOj ICmvaetor . Subeantnrbr) Addna.) do hereby certify that the following rates of hourly wage and hourly fringe benefits will be paid to all laborers,workmen and mechanics employed by me upon the public works project described above and that no laborer, workman or mechanic will be paid less than the "prevailing rate of wage"as determined by the Industrial Statistician of the Department of Labor and Industries. PLEASE NOTE: If apprentices are to be used they must be registered with the State Apprenticeship Council or they must he paid prevailing journeyman wages. CRAFT ESTIMATED NUMBER RATE OF RATE OF HOURLY OF WORKERS HOURLY PAY FRINGE BENEFITS Electrician 1 21.53 General Laborer 1 17:23-1"1 (�� ' A 3,4 Equipstant 10perator• (Group 2) 1 .26-69 '� 11 NOTE: Attach Additional Sheets as Needed. �At �OryS7�ra.e �"S (cee o ) By �� _ Subscribed and sworn to before me ^�' // t. For L a Ills. Only this �.L1� day o[ .S�S_:ld,:.S L - APPROVED 19 Department of Labor & Industries Indus a) Statist' 'an OCT 16 IN-5 Notary 61ir in on for,the State of Was ton, nsidin/ t WaehinRton. 1 HY - ate BEFORE FINAL SETTLEMENT can be made on any public works project, the prime contractor and each and every subcontractor must submit.form 1,1-700-7 "Affidavit of Wages Paid" to the officer charged with the disbursement of public funds. EACH AFFIDAVIT OF WAGES PAID MUST BE CERTIFIED BY THE INDUSTRIAL STATISTICIAN OF THE, DEPARTMENT OF LABOR AND INDUSTRIES BEFORE IT IS SUBMITTED TO SAID OFFICER. PROGRESS PAYMENTS: Each voucher claim submitted to an owner by a contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the prefiled statement or statements of intent to pay prevailing wages on file with the public agency. COMPLETE AND MAIL ENTIRE. SET FOR APPROVAL TO: Employment Standards Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504 CONTRACTOFS, DISTRIBUTE APPROVED STATEMENTS AS FOLLOWS: (PINK COPY) ORIGINAL CONTRACT—AWARDING AGPNCV (GREEN COPY) DUPLICATE—INDUSTRIAL STATISTICIAN (Retained by Department) (BLUE COPY) TRIPLICATE—PRIME. CONTRACTOR (YELLOW COPY)QUADRUPLICATE--SUB(:ONTRA(TOR u In r M. ,...P., 4anr vx A s —a COKTRACTOR/SUBCOhTR OR SON (Jt' REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT E'P .} Month: Year: ♦ .il To be submitted to the City's Project ^ Goals and Timetables as committed Engineer during the lot week of following �Ci ll in Contractor's Affirmative month while contract is in progress. Prime �'� Action Plan Contractor is responsible for obtaining and „r per City's Plan 9.1 subTrdtting all subcontractor Reports.To: (wjas and location of compliance agency Dept.) From: (naae and location of contractor) ' Puget Constructors City of Renton 1235 t Fourth Ave. olympia,WA 98501 This re ort :s required by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. Y 3. y• f g• 6. 1 . mino- Total .otal Wo:•k Hours ct Employment (See footnote) rlty number umber of of ciaasi a• • • c• • . • a. • u/h of minorlt Enpby• • Bls- Lmer Asian/ .otal total Employ- tea Trade flog- Tots Black radian Taoiric I v/n ees company's Name (LD.) .Sons panic Ta]ard .ale C S2 1 3G 1 i Puget Constructors A _ Tr C A Tr C Tr A _ Tr C A L T _ — _ An AAD F_T r Tr 7. [cepa:Ly Offlela l's Signature an a 8. pate Signed 9• Telephone l.umbr _ (Include Area Code) J�:tID T. g rd Manager oct. 18, 1985 (206' 754-9671 Rev. 11/77 (•Mal♦s/i jPemales, **Minorities i Non-minorities) Page _ of 7/60 (Submittal Reo•airements t City's Goals/Timetablas) l Caattl: >-t - I 19A5 Pro)eCtPenton Portable Generator CAG No. W- 815 This 15 to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the month of 1yRS In accordance with the Intent] to Pay Prcva ng aV ge f Tel with the Washington State Department of Labor t Industries. PU�1 Con, nr -c�rc coff$wy Name �y �Jef T. T�f(- a t]ffine •• _ 1 C.O. 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEME;IT • CONTRACT Po. cable Electric Generator CAG-071-85 CONTRACTOR Puget Const, uctors, Inc. 1235 East 4th Avenue, Olympia, WA 98501 754-9671 SUMMARY OF PROPOSED CHARGE N1 Increase 2" conduit between pump house and generator garage per NGC requirements. Lump Sum $ 253.59 N2 Increase garage floor concrete slab per City Building Dept. requirements Lump Sum $ 12,055.20 TOTAL 1,465.79 15% Overhead Profit 219.87 TOTAL $ 1,685.60 8.1% Sales Tax 136/53 $ 1,822. 13 All work, materials and measurements to be i, accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL C1N?R�iT U T CONTRACT ESTII ATEW W- CHA.NGE — EST I9TF.D CON—TARTl AMOUNT AMOUNT THIS ORDER I TOTAL AFTER CHANGE $71,129.80 $71,129.80 + $1,822.13 $72,95/1.93 SIGNATURES: CONT CT�R � DATE �2;�`/B PROJECT ENGINEER //� �- DATE r°neT-- APPROVED BY DATE _ (Public Works Director rlwllwlawllrr� City of Renton • i Building & Zoning Department Phone: 235-2540 BUILDING PERMIT PERMIT B11S59 JOB B115S9 Permission is hereby given to do the following described work, according to the condi- ISSUED 10/21/BS tions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. GARAGE INSTALLATION FOR PORTABLE GENERATOR SET Job Address 3400 NE 12TH ST' Tenant Suite INNER ame CITY OF RENTON P/WORKS VOID IF WORK value of Construction 19,400.00 ddress 200 MILL AV S RENTON WA 98055 IS NOT COMMENCED Permit Fee 140.00 'hono 206 235-2631 IN IRO DAYS OR IF Plan Check Fee 91 .00 'ONTRACTOR DISCONTINUED ame PUGET CONSTRUCTORS FOR MORE THAN Add-on Fee ddress 1235 F. 4TH AV IBOOAYS 1 .50 01_YMP1A WA 9RSO4 Other Fee hone 206 232.50 ontr. Lic. PUGE T Cr'_161_A TOTAL FEE ax No. 1• -i5trict I S' c 10>>eptic I Special Restrictions luct :•n T;pp, I , aor,it Site f`rcupancy Group uil,iing Square Feet 1 Site Coverage .•,;cupancy Load ize of Elec. Service Shell of Building Height Limit lood Plain Elev. Sprinklers Requited Dwelling Count owest Floor Elev. CO Required Parking Count lood proofing E:ev. Temporary Story Co"It T3mporary Days Misc. Coop, 1 Revocable Misc. Code 2 Revocable Daye THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED FANS AND SPECI- FICATIONS AND THAT ALL WORK IS TO CONFORM TO RENTON CALL FOR INSPECTION CODESAND DIN N s. Before Work is Concealed Applicant -- or Pouring Concrete SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE Phone 235-2540 CITY OF RENTON AND INFORMATION FILED HEREWITH THIS PERMIT IS GRANTED. BUILDING DIRECTOR By T City of Renton Building & Zoning Department BUILDING PERMIT PERMIT R11559 Inspection Record JOB B11559 ob Address 3400 NE 121H ST Tenant weer CITY OF RENTON P/WORKS Suite ontractor PUGET CONSTRUCTORS azure of Work GARAGE INSTALLATION FOR PORTABLE Total Fee $232.50 GENERATOR SET staller: _ __ Issued 10/21/85 By Sign here DATE INSP. DATE INSP. DATE INSP. C.O. B 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER AGREEMENT CONTRACT Portable Electric Generator CAG-071-85 CONTRACTOR Puget Constructors, Inc. 1235 East 4th Avenue Olympia WA 93501 754-9671 SUMMARY OF PROPOSED CHANGE M1 Increase 2" conduit between pump house and generator garage per NGC requirements. Lump Sum $ 253.59 N7 Increase garage floor concrete slab per City Building Dept. requirements Lump Sum $ 12,055.20 TOTAL 1,465.79 15% Overhead Profit 219.87 TOTAL $ 1,685.60 8. 1% Sales Tax 136/53 E 1,822.13 All work, materials and measurements to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. CL NT CINTIAIT + I T I E CHANGE E TI TED CTNTUCIE71,180 + 823 72951 9329 29u $ i12RDR TOT$ A HANG F $71,1 .80 SIGNATURES: CONTRACT DATE f � PROJECT ENGINEER w o"� _ DATE APPROVED BY DATE (Public Works Director OF RE PUBLIC WORKS DEPARTMENT iMAL _ DESIGN/UTILITY ENGINEERING 0 235-2631 10, 0 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.99055 n QO;9,TED SEPS e0The BARBARA Y. SHINPOCH MAYOR October 15, 1985 Puget Constructors 1235 East 4th Avenue Olympia, WA 98501 Attention: John Bergsfurd SUBJECT: CMNGE ORDER / 1 Dear John: Thank you for your letter of October 10, 1985. We accept your proposal , and I have attached Change Order A 1 for your signature. Please sign and return the original for my processing. Very truly yours, J.-21� �-ySQlvww Robert E. Bergstrom, F.E. E, gineering Supervisor REB:mf Attachment r PAYROLL ARP' U.S. DEPARTMENT OF LABOR Sutp1 Svwu 11� µNUDp WAGE AND MWR DIVUION (Fo•Contractors Optional US«Sao Instruction, Form WFf-347 YaL NAME Or CONTRACTOR OR MNOONNaACNOa ❑ AODAW /,C E '��'' z ✓E, OL P M NQ FOR VMK a 2 98 rRarn AND tcrwrwN � , rRaEcr oR coNrRAa No. Cl) (H DAY AND DA.E W f0 m Al EI DEDUCDEDUCTIONS NET AG _ oRosi ,__ WAGES NAME ADDRESS, AND � WORK D J s TOTAL MT[ AMOUNT ygTµ TSgt PAID TOCAL SECURITY NUMaa all CLARM/IGYpN F /O / /RUM Or •A'! EARNED PICA N LDINR /r' r OTNa O[AYLTDl1 FOR WEEK w EMPLOYEE Y s g O HOURS WDaI®LOAN DAY T" C L �STEv� ��C�� i LAaoeE� /B39 ��ziz i6.� 2.70 D izo zs!7 •ism s1// 75 i� 17'o.of 21: liiVG Jn&Z -5 ret-- �1 ° 2,70 &-6/4 139.40 _ O 1 ts i roam WH.347 (1/60) - FORMERLY SOL JA PUPCHASE TNIS FORM DIRECTLY IRON THE SUPT. 01 DOCUMENTS F, APP� PAYROLL U.S. DEPARTMENT OF LABOR WAGE AMI: HOUR NWVOM (For Contr.ctDE's Optional Use: 5._s Instructial, Form WK—W 1nsL) on SU@COWrRACTOR C M' Eaa %A"of coWrIUCTORQ �r`�,q✓r f� N3 �i G"f [ O.��T�U��_fLG�s�� —�MOIECf To IOCATIOEI PIM?1f1T 011 EpMTPACT Mo. NII WEEA(�� j Q - VA r 7`✓�J - ° an pl Nl DAY AMMTE W DEDucnOMs MET t? a) WARM V IOIA SAID NAML AODRF8s,AND WORK L L,r ' mo q OF PAY EARNEAMOUD nCA Ho w.a L f L OTHER �Wa PDM wmE .oCIK.EUJRRr "UMBERa (�y C<ASPJFiG,flON DAY vnRl TAR of EMPLOYEE lg i C HO I/DMWORRIEDEEACH PA16 'A�J ! � `f- 7 °° /.ilo &,24 46745 7 ; r STE✓�f��CGELLA.C/ ALAdo�-E.� �� _} S99z8 H083 izi.°' /ass �z.y8 'S`�� .31/Z I ° io Is 1 ° t I t FOR, WIHSN p16W - FORMERLY SOL 1-4 PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS U.S. OEPARTMEINT Of L"OR PAYROLL ►�^^ Aoper° WAGE AND HOUR DmuoM •ugNR ftR Ms "-Rion (For t:ontrsdoF'a Optional Use; Sea Instruction, Form YYF1�UT Mat.) MAME OF COI TW CTOR OR§U@COM7RACTOR ❑ ADDIIOa �STiOELS -:.- MR MEEK nw� 9 PROJECT AND EOCATIOM FNWLCT DR CONTRACT NO. c4R OAT AND DATF CB) •A m e0 al aR _g t DEDUCTIONS RRT RAME, ADOREaa. AND I■c TCYTAL DIIOY SOCIAL SFGURfTY NUMSaI �� CRAB'RI1CAi1011 O 3 HMIs OF►Ar EARNED F" HOLONG OTHER DURKTRRM M[MRwrFE D S MDURS t OMM EACH DAY Trot L El. I I - �D I, Fr I I C- TT ID _ • I I a ;s I� — a a FORM WHa47 (1/68) - FORMERLY SOL tat—PURCHASE TN1S FORM DIRCTLY FFJM THE SUPT. OF DOCUMENTS Ott 17 MCC TORS & CONTROLS COpP. RE MITTO: 40878 $030KEN SOUTH 2N0 STREET `. KENT,WA 213 (2081 872.80103 030 W 1-M62Ed300 INVOKE DATE 110011 East NTH OLT 88801 943-6 �LJ t2Da�•�J•sc88ee -- 1-800.558.8101 " cc-)OST�uCTo el0, A ' gQ�ol DATE ORDERED CUSTOMER ORDER NO MATERIAL REO.NO, SHI V A I St To PPD� SALESMAN ( r ( 3 B�DEROM G 10 ACID Cl CGLL a ORD•D SHIP BID DESCRIPTION CODE UNIT PRICE EXTENSION © O D O 3 1 O U '' k M' cc)rj6al-r 1116iiA CoAMirror v ' kil A Cn#160 1 rc� 0* 7c9 L -- 1CIF F.c' QO E RMS ° days. NE7 30 dayf SUBTOTAL . ✓ Ik mrnN Wrvrcr charges on any invoice over 30 Oays. SHIPPING _ . � v// "TAXRECEIVED Sy. Ll` DATEORIGINAL 3.2 0 MOTORS 8 CONTROLS CORP. REM IT TO: ►i`L{`�`iy�11 QOH79 $030KEN SOUTH2 STREET KENT, WA BB03032 1019a3 12081 872 8010 1-800.626 4300 INVOICE OAiE 1001 EAST aTH OLYMPIA,WA 9650 Id /s/ 8] (206)943$888 1 800.558.8101 r _ CotJSUL�C � .. c7��EnPI lk- -- — �Sc,l I GATE ORDERED CUSTOMER ORDER NO i .Al PIE ND. ,I I S.+In V A PPD SALESMAN e'0 TO /F 18 j�5 ( 319 o/e IDFRDM AD L o DRO'D SHIP BID _DESCRIPTION CODE UNIT PRICE EXTENSION K a c-s�� CAQ- Rcyl _ 3° ov i 159(-Fl- ��% , suarorAl A— RMS days NET 30 days -`— — -- 'n%Pei month service charge; on any mvoiee over 30 days SHIPPING TAX RECEIVED By DATE ORIGINAL •' ' �� • MOTORS 6 CONTR7LS COR MCC REMITT2 ►`LiL'IJJtI 40991 8030 SOUTHH 222N0 STREET KENT,WA 98032 1943 (206)$72 8010 _ 1.80062643DO INVOICE DA1E� 1001 EAST C O A,WA A 98501 (206)061 94 9135886 1-600 558 8101 y ko'1 ---— DA I CRDERED IeL 5Tp�1E i�Qq DER NO MAIF RIAL pEO NO. SHIP vsA PPD ❑ SALESMAN ADD ❑ %0 1 7p \D_�QI1y 910 FROM A-i� COLL ❑ 5 ORD'D SHIP B/O DESCRIPTION CODE UNIT PRICE EXTENSION ON 7 S 12 SUBTOTAL / TERMS —�°, days NET30days. _ 1', pr w^ir• se nrze charge, on any nvo¢e over 30 days. $HIPPING TAK r�� RECEIVED By DATE ORIGINAL - - -' 08"gV UGET CONSTRUCTORS 1226 East 41h Avenue Oympm,Wasnmgton 96601 Vnone(206)754-9671 A October 10 , 1985 OCT 1 A 1985 Bob Bergstrom City oT Renton 200 Mill Avenue South Renton , WA 98055 RENTON PORTABLE GENERATOR HIGHLAND PUMP STATION CHANGE ORDER NO. 1 Dear Bob : The following items have incurred additional costs on the above mentioned project which need to be approved and added to our contract . 1 . The power conduit running between the pump house and generator building as shown on the plans will not meet the National Electric Cade . In order to be in compliance with NEC , we have installed 3 inch conduit in place of 2 inch shown on plans . Additional Cost : 3 inch conduit material $ 345 . 40 2 inch conduit material credit 153 . 61 ADDITIONAL MATERIAL COST $ 191 . 79 ADDITIONAL LABOR @ 1 . 03 LF X 60 FT 61 .80 2 . The change in rontract drawings for a footing around the generator concrete pad , as required by Renton Building Department , have additional cost not originally part of the proposal . These costs are as follows : Added Concrete Costs-Reexcavation is New Forms cNGINEERING / CONSTRUCTION mANAb:VENT Reexcavation & Removal of Forms $ 157 . 20 Concrete for Reinforced Footings at Perimeter of Building 4 . 22 cy @ $250 . 00 1 ,055 . 00 SUBTOTAL $1 ,465 . 79 CONTRACTOR ,)H&P @15% 219.87 TOTAL AMOUNT DUE $1 ,685 . 66 Please let me know if there are any problems with approving these additional costs . Sincerely, John Bergford Office Manager of R4, -k 1� �y 52 PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING R 235-2631 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 90 � 09Qrf0 SECSE�OEP BARBARA Y. SHINPOCH October 11, 1985 MAYOR Puget Constructors 1235 East 4th Avenue Olympia, WA 98504 Attention: Dennis Burke SUBJECT: Emergency Generator Dear Mr. Burke: As we discussed by phone and as you were informed by Don Ervin of RH2, the garage floor slab has been modified with a thickened edge. The change has been highlighted on page 2 of 5 in yellow on the attached two plan sets. I had expected someone from your outfit promptly on Wednesday because Don Ervin had notified you at about noon on Wednesday. Your work on Wednesday could be easily modified to accommodate this Building Dept. change. It has come to my attention that no work has continued, so please update me on your work schedule and to your progress in incorporating the thickened floor. Very truly yours, )13 ,., - Robert 1 . Bergstrom, P.E. Engineering Supervisor REB:mf attachments SPEED LETTER TO• _h Nt DATE• - i- PROJECT:- SUBJECT: SPEED LETTER TO: dal Mc�ca� DATE.: PROJECT: SUBJECT: �w �l�.�:I.� IIS 1� ' UU� y 1 'Ye i ll1 U L /1 'T 4#1p 114 w�.. /G..ft �r� f� rir,,. �Ir < rw �• / l0. r v lCN(J•..i / .F' *. M om,! id f 5 / 1 (Signed) _ _EMO RANDUM TO Maxine Motor, City Clerk DATE 10-8-85 FROM _ Bob Bergstrom, Engineering Supervisor Dept of Publi Works SUBJECT Professional Services Contract, Amendment 14 - HONEY CREEK SEWER PROJECT Please find attached Amendment k4 for the Honey Creek Sewer Proi-ct, Professional Services Contract with Hammond, Collier b Wade Engineers. The City Attorney' s review and responses are attached for your records. Bob Bergstrom RB:mf attachments UNIT % TOTAL BALANCE ITEM PRICE COMPLETED DUE REMAINING 1 . Portable Generator $40,000 0 : 0 $40,00( 2 . Electrical Modifications at Highland Pump Station $6 ,200 40- $2 ,480 $ 3 ,720 -Conduits installed -All electrical supplies del i vered,;7' -Some wire pulled wfl� PA J 3 . Site improvement of E-6 set Building at Highland Pump Station $19 ,400 50 kr. $9 ,700 $ 9 ,700 -Site work complete -Slab and footing completed 4 . Charge older d1 $ 1 ,685.60 100 $1 ,685 . 60 0 TOTAL 73- $13 ,865 .60 $53 ,420 SUBTOTAL $13 ,865 . 60 LESS 5% REIAINAGE 693. 28 SALES TAX @ 8 . 1% 1 ,123. 11 TOTAL DUE FIRST PAYMENT $14 ,295 . 43 ARROW ELECTRIC CO., INC. ELECTRICAL CCNTRACTORz P.O. BOX 25057 SEATTLE, WASHINGTON 98125 (206) 363.32" 8 October 1985 OCT 9 1985 City of Renton Municipal Building Renton, 17A 98055 Azt: Robert . Bergstrom Re: Honey -IreeY Lift Station Emergency Power Receptacle Dear Sir: As per Sparling L Associates letter :fated ?J June 1985, we will be furnishinP and installing a Russell & Stoll 11odel No. 250VITiEK emergency power receptacle on the service power panel for the above subject project. Very Trull Yourep C`Arrow Electric Oo.j, Inc* C.L. Bagaa CC: Fred Kern Ha^unond Collier Z T•.Iade�Livinrstone i i COPUGET CONSTRUCTORS 1235 Easi 41h Acernie Olympia Washington 98501 Phone(206)754-9671 . eptember 25, 1985 Bob Bergstrom City of Renton Engineering Department 200 Mill Avenue South Renton, WA 98055 METAL BUILDING PLANS FOR PROJECT W-815 Dear Bob : Enclosed is a set of metal buileing plans for your use in obtaining the building permit. If additional information is needed, let me know. Sincerely, PUGET CONSTRUCTORS f t Jo n Bergford Office Manager SEP 2 6 ENGINEERING / CONSTRUCTION i MANAGEMENT SPEED LETTER TO: A,- -��,��tT' DATE:__ FpLI'"__�6.1 13,04- PROJECT: SUBJECT:ss� Gce -- ft uct(h4I 1 Ir2 a&/cLL/ B St.t Pla/../3� 111, / ' _ W� I f1�f Sf� �0 1'19 t/Lf_ Tl--f eM2.✓c e � ��• AAIOw [+— V kj N q.� OddL .ti SMgne �"95�� t70ia� C/eek —PhuerT POw+�. NOT APPROVED,( PROJECT NAME ��; f, dZ�l ♦2• L tw.� 1L K �� / ' t''�5 DATE: l I X ^IGNATURE_ REASON: Gzla4ca df ADDITIONAL INFORMATION NEEDED: l'a A�'�.�(toC J"+c e) ( �n 4 " 0�K � ewlj FORM #139 * - l i r {y ` J I Naffs ---- -- -- —_—_----- — —.__��__�c fig.•. °"�_� i �; 14r r c) h `,/L�� hC !l f uw '1�^C'� �,•, K.u�r uy- ,,!/ rl rJ�al' �_ /r.2�.� 4,!( ON+ -Sr/c��t`,�G3 �^- /�Fi3G✓JdrC. IiA,s4 �e cc v .,l...{4 — l:J/'Lt M t-5 s � �"D f I �A.. �c1rj wl� grove ti�ft�, fa `��a �� as S00%� 44 c ry} /S a�nrc e� 4 .f' SCyn,cl/ �y Arforn.cje- 60017w JAPUGETCONSTRUCTORS I235ast 4th Avenue . 0IymP1a.Weehington 98W Phone(206) 754-9671 August 1�, 1985 Bob Bergstrom City of Renton 200 Mill Avenue South Renton , WA 98055 PORTABLE GENERATOR SET FOR HIGHLANDS PUMP STATION Dear Mr . Bergstrom: Enclosed please find requested submittals needed from us to complete the contract document for the above project. These items are : 1 . Performance bond 2 . Copy of city licenses 3 . Copy of state licenses 4 . Insurance certificate 5 . Affirmative action plan We would appreciate knowing as soon as possible the selected generator set as this would expedite our submittal and material ordering process which is currently being compiled . S . ncerely, PUG)ET[CONSTRUCfORS �I n�rnen� .q John Bergford Office Manager �i�l� V';I AUG 1 9 1�05 ENGINEER;NG / CONSTRUCTION / MANAGEMENT ENDING OF FILE FILE TITLE /\ /� V V V/ � J, gse� Iy PL4.9et Co h f frU tn rs (, orreSPondenc�