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HomeMy WebLinkAboutMIS94-0315 Foundation Only - MIS Permit / Conditions - 5/24/1994 MASON COUNTY Mason County Bldg, 111 426 W, Cedar RO. Box 186 Shelton, Washington 98584 W '11,'0 OAYION—AIRPORI 141) "IMIN 11 III`; 1 A 3 3S 0 stliiN I I I ul'i 13 5—3 3 S 0 i of setv 13111# ts 18213v7 f OUNDA I I ON ONI Y CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date FRAMING by date by date by Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwcrk Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by li i II I MASON COUNTY Mason County Bldg. III 426 W. Cedar j RO, Box 186 Shelton, Washington 98584 I : AW I i� CONCRETE. MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by F)aS A 5 ►" %h R Wf.p 00 574C&L 6 a s i TC ol:z �'� �Y C9QR� �R55 CoCU►-►.i N 5 u���pK T5 C./�/� � /`�Q /? L,/N cs Soc��1t � �Tiv y, Cy,�sT S/max .�?L i•vC / 7'�/vt to �/�v�s SLflB STET� � �ts.Y GxG <Q�pF_v yyd T/E,D, .Ciy�s f� T�l�.e 5 ��"Tcv{E�/ .givo L/-iES 3 ,9 T _Z 4 I.✓45 C'oLC�.�.vs Loo .vs s'TEEG 2-1tiE3 SL-4 4 �i�0 ,�iES.� L/rVE ,E 6E r1V,6WA1 / �N2 L i,41-49 5 ,�.�•s o y ,�i•��s lv '�� '`� ./ SlTG SivSpEGTiov ZDu re,Av9 j2p� of SI-40 AasO AC;00r.1-P h SpEG.SzL TNS�ECToe t5 0-d (0-20-9y 1J�13 I?flS5 �1 E Ai•v�y T &D41t F � aTEEL � 'iS-9¢' '� �as5 RrTiJru/A ) 40arl Faofi�rS Fig STEEL L-vc. A-T G,l-I'vt. CoLurM as T/,�uc G oc/ f7-> ,LIAm� sC�9B .e$,a ��s•v .sr��c i3ET�EE� S ,�.vD �iAlEs . II MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 �I � C IONCRETE� MECHANICAL MOBILE HOME Footings-SetCack date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date FRAMING by date by date by Walls FIRE DEPT. date by date by PLUMBING date by OTHER Groundwcrk Attic d date by ate by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by / i- 4 J 94 —L-)�31 j Permit No. MASON COUNTY BUILDING PERMIT APPLICATION ,Q6` /Ov 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 qV D PLEASE PRINT #1 Owner R '10'a N T;u s Phone Site Address ,� 20 ,�.vrer�v /kP6R7- RA Fire District# 141 City 5HL;Z-2- it! St _Zip Directions to Job Site YoA TN` 0­1 /046 To /�4.2 v /6 Z I-1w y /0 Z .4 P 2 R o x /. / --► Y,c s Owner Mailing Address /(2 O 2 h/f<,f Sr J1/lc,� City 4 u,c3 c� M St )'V�—Zip !FWOO Lien/Title Holder Alo^//� Address Clty St Zip #2 Contractor Name /00 F C o,V s r iQ u c rl a Al Contractor Reg#P'o-4C-O l-2 4 2 QZ Address R O o), 829 Expiration Date S / / /_TY— City - u t3 is RN St h— Zip O 7/ Phone# 20G/ 833 -Z 1�06 #3 If septic is located on project site, include records. Connect to Septic? Public Water Supply Well Co-A,u A, ry Connect to Sewer System? Name of System (If residential, proof of potable water is required) a�,t ♦.75 �020 f/ #L o0 L S o 0 o z,o '�' :51ftl 2.00 L7 5` 0 0/ O #4 Parcel N0669 0 - Z? 5 - o0 0 Legal Description Ted ff c AVt /?,icokb44\ ice, Z-yo- y� 26GE7-1710-2 w, r.v 1-07-S / t Z OF S P NO, #5 Building Square Footage: (existing/proposed) 1st FI 45 , 000 2nd FI / 3rd FI / Loft / Basemen / Deck / #bedrooms / #bathrooms 2 / Garage / Carport / (Circle:Attached or Detached?) Other sq. ft. / #6 Use of building I&/,4R-6#ou S Describe work #7 Type of Job: New Add X Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year Make Model Length Width Serial No. # Bedrooms # Bathrooms Type of Heat Purchase Price $ #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other /V/14 Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Indicate Directional by (N, S, E, W) Name of Flanking Street in relation to plot plan Name of Fronting Street APPLICANT TO DRAW SITE PLAN BELOW APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW Plumbing_Fixtures ($3 each) Fpg Mechanical Fixtures ($6 each) lJ r0 No. 2 Toilets �9'- CIRCLE FUEL TYPE: Gas, Electric, 2Bath Basins v Heatpump, Other _Bath Tubs No. Units Fees Showers /( Furn O 00o BTU/'.-4) 961 01D CD 6 g0,C'00 15TO Hot Water Htr 3 �o ,loL, = Heatpumps _Laundry Washer C:V"(k(L' '_ Vent Systems Sinks G Spot Vent Fans z Floor Drains No. Boilers/Comlressors _Laundry Basins _ HP Dishwasher No. Air Handling Units _Disposal _ cfm# Urinals No. Fire Protection Systems _Other -- Auto. Fire Alarm Sys 50.00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 _ Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $3�'0� . Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL OF 180 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH.NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUIL ING DEPARTMENT. DEPARTMENT. FOP_- X OWNER .�o4,v I i_ ay X BY DATE 3 l7-1 /y� DATE FOR OFFICIAL USE ONLY'.Accepted by: Date E DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: b Environmental Health: eV,,k,-e-6 Building Plan Review LA.)LC Occupancy Group: b—2- Type of Const:=— A-/ Fire Marshal: �siAi Other: Special Conditions: FEES yS, Op0 1 X 19 a 9 j4 r-r= 8b8, O Building Permit 3 7S', Sd Plan Check (on,nne„ L_ j s-q , 48 Plumbing Fee 30 , C.)U Mechanical Fee L9 7- Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other Other Building Valuation: 8(,08, Oro TOTAL FEE � ��j� . o Bradley-Noble Geotechnical Comp �D Geotechnical Consulting Construction Testingand Inspecting Services P 9 1 '�/��R 9I994 -- CONCRETE INSPECTION AND TEST REPORT C�cS CLIENT: POE Construction, Inc . DATE OF INSPECTION: 7/5/94 PROJECT: AERO Controls Addition REPORT NO: 8 CONTRACTOR: POE Construction, Inc . PROJECT NO: 94 . 05-11 INSPECTOR: S Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: ---- REBAR INSPECTED: ----- REMARKS. ------- PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: center of north slab LOCATION SAMPLED: same as above SLUMP: 4 " AIR: ---- % CUBIC YDS. PLACED: 11 CEMENT: 5 .5 SK. TYPE: ----- MAX. SIZE AGGR: ----- ADMIXTURES: ---------- AMOUNT: --------- CONC TEMP: 66 . 90 AIR TEMP: 55 .20 WEATHER: clear NO. CYLINDERS CAST: 3 TIME SAMPLED: 0824 TRUCK NO: 107 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 31 6372 7/12/94 7 3780 32 6373 8/2/94 28 33 6373 8/2/94 28 2401 Bristol Court S.W. • P.O. Box 10267 -Olympia, WA 98502 - Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Comp p Geotechnical Consulting {, Construction Testing and Inspecting Services J I'�iI/ 191994 EAq�S CONCRETE INSPECTION AND TEST REPORT Fqy S CLIENT: POE Construction DATE OF INSPECTION: 6/16/94 PROJECT: AERO Controls REPORT NO: 7 CONTRACTOR: POE PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles S & G FORMS INSPECTED: ----- REBAR INSPECTED: ----- REMARKS: ----- PLACEMENT METHOD: pump CONSOLIDATION METHOD: vibratory scree LOCATION OF PLACEMENT: slab st northeast corner and south side; slab and footing for loading dock LOCATION SAMPLED: Set l: east end of south side; Set 2 : west end of south side SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 229 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: ------ AMOUNT: ----- CONC TEMP: 65 . 90 AIR TEMP: 60 . 70 WEATHER: clear 68 . 6 62 . 8 NO. CYLINDERS CAST: 3 TIME SAMPLED: 0905 TRUCK NO: 012 J 11.JU 016 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 25 6301 6/23/94 7 3180 26 6302 7/14/94 28 4420 27 6303 7/14/94 28 4190 28 6304 6/23/94 7 3330 29 6305 7/14/94 28 4010 30 6306 7/14/94 28 4460 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 f Bradley-Noble Geotechnical Compan Geotechnical Consulting yluj C E D V E f, Construction Testing9 and Inspecting Ser vices N F . JU � 919.,1, CONCRETE INSPECTION AND TEST REPORT 7ENERAL SERVICES CLIENT: POE Construction DATE OF INSPECTION: 6/16/94 PROJECT: AERO Controls REPORT NO: 7 CONTRACTOR: POE PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles S & G FORMS INSPECTED: ----- REBAR INSPECTED: ----- REMARKS: ----- PLACEMENT METHOD: pump CONSOLIDATION METHOD: vibratory scree LOCATION OF PLACEMENT: slab st northeast corner and south side; slab and footing for loading dock LOCATION SAMPLED: Set 1: east end of south side; Set 2 : west end of south side SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 229 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: ------ AMOUNT: ----- CONC TEMP: 65 . 90 AIR TEMP: 60 . 70 WEATHER: clear 68 . 6 62 . 8 NO. CYLINDERS CAST: 3 TIME SAMPLED: 0905 TRUCK NO: 012 J 113v 016 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 25 6301 6/23/94 7 3180 26 6302 7/14/94 28 27 6303 7/14/94 28 28 6304 6/23/94 7 3330 29 6305 7/14/94 28 30 6306 7/14/94 28 2401 Bristol Court S.W. - P.O. Box 10267 -Olympia, WA 98502 - Phone (206) 357-7883 - FAX (206) 754-4240 I Bradley-Noble Geotechnical Company Geotechnical Consulting Construction Testing and Inspecting Services CONCRETE INSPECTION AND TEST REPORT CLIENT: POE Construction DATE OF INSPECTION: 6/15/94 PROJECT: AERO Controls REPORT NO: 6 CONTRACTOR: POE PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles S & G FORMS INSPECTED: ----- REBAR INSPECTED: ----- REMARKS: ----- PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: grade beam at southwest corner and at northwest corner of existing building LOCATION SAMPLED: grade beam at southwest corner SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 20 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: ------ AMOUNT: ----- CONC TEMP: 69 . 30 AIR TEMP: 61 . 90 WEATHER: overcast N0. CYLINDERS CAST: 3 TIME SAMPLED: 1230 TRUCK NO: 01 2 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 22 6298 6/22/94 7 3180 23 6299 7/13/94 28 24 6300 7/13/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Br echnical Com Bradley-Noble Geot p E1e Geotechnical Consulting Construction Testing and Inspecting Services Al !fr) C19 � , 1 CONCRETE INSPECTION AND TEST REPORT CLIENT: POE Construction DATE OF INSPECTION: 6/15/94 PROJECT: AERO Controls REPORT NO: 6 CONTRACTOR: POE PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles S & G FORMS INSPECTED: ----- REBAR INSPECTED: ----- REMARKS: ----- PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: grade beam at southwest corner and at northwest corner of existing building LOCATION SAMPLED: grade beam at southwest corner SLUMP: 4 " AIR: ---- % CUBIC YDS. PLACED: 20 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: ------ AMOUNT: ----- CONC TEMP: 69 . 30 AIR TEMP: 61 . 90 WEATHER: overcast NO. CYLINDERS CAST: 3 TIME SAMPLED: 1230 TRUCK NO: 012 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 22 6298 6/22/94 7 3180 23 6299 7/13/94 28 5010 24 6300 7/13/94 28 4890 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Com Geotechnical Consulting CFO ✓(f Construction Testing and Inspecting Services � 1 RqL nr CONCRETE INSPECTION AND TEST REPORT SFR�ICIc t� CLIENT: POE Constsruction DATE OF INSPECTION: 6/10/94 PROJECT: AERO Controls Addition REPORT NO: 5 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: yes REBAR INSPECTED: yes REMARKS: Mesh was pulled during placement. PLACEMENT METHOD: pump CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: slab, south center section and north side section; south side wall for loading dock LOCATION SAMPLED: Set 1: center of south center section; Set 2 : center of north side section SLUMP: 4 "-4 . 5 " AIR: ---- % CUBIC YDS . PLACED: 329 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ---------- CONC TEMP: 69 . 70 AIR TEMP: 64 . 30 WEATHER: clear, sunshine 74 . 7 76 . 2 NO. CYLINDERS CAST: 3 TIME SAMPLED: 0930 TRUCK NO: 015 3 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 16 6285 6/17/94 7 3310 17 6286 7/8/94 28 5180 18 6287 7/8/94 28 5400 19 6288 6/17/94 7 3440 20 6289 7/8/94 28 5090 21 6290 7/8/94 28 5510 2401 Bristol Court S.W. • P.O. Box 10267. Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley Noble Geotechnical Cornlpi� Geotechnical Consulting JU►v F Construction Testing and Inspecting Services ` DOa?'-0 '-4ENERALSERVICER 1-5 CONCRETE INSPECTION AND TEST REPORT �hn Tt CLIENT: POE Constsruction DATE OF INSPECTION: 6/10/94 PROJECT: AERO Controls Addition REPORT NO: 5 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORMS !NSPECTED; yes REBAR INSPECTED: yes REMARKS : Mesh was pulled during placement. PLACEMENT METHOD: pump CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: slab, south center section and north side section; south side wall for loading dock LOCATION SAMPLED: Set 1: center of south center section; Set 2 : center of north side section SLUMP: 4"-4 . 5 " AIR: ---- % CUBIC YDS . PLACED: 329 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES : none listed AMOUNT: ---------- CONC TEMP: 69 . 70 AIR TEMP: 64 . 30 WEATHER: clear, sunshine 74 . 7 76 . 2 NO. CYLINDERS CAST: 3 TIME SAMPLED: 0930 TRUCK NO: 015 3 1240 107 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 16 6285 6/17/94 7 3310 17 6286 7/8/94 28 18 6287 7/8/94 28 19 6288 6/17/94 7 3440 20 6289 7/8/94 28 21 6290 7/8/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Co Geotechnical Consulting Construction Testing and Inspecting Service CONCRETE INSPECTION AND TEST REPORT GENERAL SERVICF-9 CLIENT: POE Construction DATE OF INSPECTION: 6/9/94 PROJECT: Aero Controls Addition REPORT NO: 4 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: yes REBAR INSPECTED: yes REMARKS : Resteel was per plans . PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: north side of building footing from about center to LOCATION SAMPLED: footing on north side of guilding SLUMP: 4 . 5 " AIR: ---- % CUBIC YDS . PLACED: 20 CEMENT: 5 . 5 SK. TYPE : ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ----- CONC TEMP: 73 . 70 AIR TEMP: 67 . 00 WEATHER: clear NO. CYLINDERS CAST: 3 TIME SAMPLED: 1100 TRUCK NO: 012 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 13 6282 6/16/94 7 3400 14 6283 7/7/94 28 4290 15 6284 7/7/94 28 4400 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Company Geotechnical Consulting E C Construction Testing and Inspecting Services it J U o LAI- CONCRETE INSPECTION AND TEST REPORT aENERAL SEEVICES CLIENT: POE Construction DATE OF INSPECTION: 6/9/94 PROJECT: Aero Controls Addition REPORT NO: 4 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: S . Bassett CONCRETE SUPPLIER: Miles Sand & Gravel FORKS !NSPEC'TED: yes DEBAR INSPECTED: lTes REMARKS: Resteel was per plans . PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: north side of building footing from about center to LOCATION SAMPLED: footing on north side of guilding SLUMP: 4 . 5 " AIR: ---- % CUBIC YDS . PLACED: 20 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: none listed AMOUNT: ----- CONC TEMP: 73 . 70 AIR TEMP: 67 . 00 WEATHER: clear NO. CYLINDERS CAST: 3 TIME SAMPLED: 1100 TRUCK NO: 012 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 13 6282 6/16/94 7 3400 14 6283 7/7/94 28 15 6284 7/7/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 - FAX (206) 754-4240 Bradley-Noble Geotechnical Com Geotechnical Consulting My ;� � � Construction Testing and Inspecting Services J01,1 CONCRETE INSPECTION AND TEST REPORT 'ENERAL SERVICES CLIENT: POE Construction DATE OF INSPECTION: 6/8/94 PROJECT: AERO Controls Addition REPORT NO: 3 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: D. Strong CONCRETE SUPPLIER: Miles Sand & Gravel FORMS 1"NSPECTED: des PEBAR INSPECTED: yes REMARKS: Mesh was pulled during plaacement; edges were vibrated. PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibrascree LOCATION OF PLACEMENT: slabs on grade: 2 to 3 lines & 4 to 5 lines LOCATION SAMPLED: Set 1: 2 to 3, 0 to P; Set 2 : 4 to 5, N to O SLUMP: 4 "-4 . 5 " AIR: ---- % CUBIC YDS . PLACED: 350 CEMENT: 5 . 5 SK. TYPE : ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: none listed AMOUNT: ---------- CONC TEMP: 70 . 10 AIR TEMP: 65 . 40 WEATHER: high thin clouds, light 71 . 9 74 . 2 breeze, sunshine NO. CYLINDERS CAST: 3, 3 TIME SAMPLED: 1100 TRUCK NO: 48 (rental) 1320 019 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 7 6276 6/15/94 7 3780 8 6277 7/6/94 28 9 6278 7/6/94 28 10 6279 6/15/94 7 3610 11 6280 7/6/94 28 12 6281 7/6/94 28 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Company Geotechnical Consulting Construction Testing and Inspecting Service` CONCRETE INSPECTION AND TEST REPORT P CLIENT: POE Construction DATE OF INSPECTION: 6/8/94 PROJECT: AERO Controls Addition REPORT NO: 3 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: D. Strong CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: yes REBAR INSPECTED: yes REMARKS: Mesh was pulled during plaacement; edges were vibrated. PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibrascree LOCATION OF PLACEMENT: slabs on grade: 2 to 3 lines & 4 to 5 lines LOCATION SAMPLED: Set 1: 2 to 3, 0 to P; Set 2 : 4 to 5, N to 0 SLUMP: 4 "-4 . 5 " AIR: ---- % CUBIC YDS . PLACED: 350 CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ---------- CONC TEMP: 70 . 1° AIR TEMP: 65 . 4 ° WEATHER: high thin clouds, light 71 . 9 74 . 2 breeze, sunshine NO. CYLINDERS CAST: 3, 3 TIME SAMPLED: 1100 TRUCK NO: 48 (rental) i 2 2 0i9 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 7 6276 6/15/94 7 3780 8 6277 7/6/94 28 4660 9 6278 7/6/94 28 4400 10 6279 6/15/94 7 3610 11 6280 7/6/94 28 4310 12 6281 7/6/94 28 4530 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 - FAX (206) 754-4240 Bradley-Noble Geotechnical CoMAW-mVELWI Geotechnical Consulting U 'tq, E, Construction Testing and Inspecting Services ,ENERALSERVICES CONCRETE INSPECTION AND TEST REPORT CLIENT: POE Construction DATE OF INSPECTION: 6/7/94 PROJECT: Aero Controls Addition REPORT NO: 2 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: M. Robinson CONCRETE SUPPLIER: Miles Sand & Gravel FOPUMS !NSPECTEC: y--s REBAR INSPECTED: yes REMARKS: Resteel was per plans . PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: grade beam, north side, A, 1 to 6 and part on B line; three footings adjacent to existing building LOCATION SAMPLED: west third of grade beam SLUMP: 4 . 0 " AIR: ---- % CUBIC YDS . PLACED: 20+ CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: none listed AMOUNT: ------ CONC TEMP: 710 AIR TEMP: 580 WEATHER: partly cloudy NO. CYLINDERS CAST: 3 TIME SAMPLED: 0807 TRUCK ion: ?_49 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 4 6270 6/14/94 7 3580 5 6271 7/5/94 28 6 6272 7/5/94 28 2401 Bristol Court S.W. • P.O. Box 10267 - Olympia, WA 98502 - Phone (206) 357-7883 - FAX (206) 754-4240 Bradley-Noble Geotechnical Company p Y Geotechnical ConsultingIr Construction Testing and Inspecting Services CONCRETE INSPECTION AND TEST REPORT 01 IEW AL CLIENT: POE Construction DATE OF INSPECTION: 6/7194 PROJECT: Aero Controls Addition REPORT NO: 2 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: M. Robinson CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: yes REBAR INSPECTED: yes REMARKS: Resteel was per plans . PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: grade beam, north side, A, 1 to 6 and part on B line; three footings adjacent to existing building LOCATION SAMPLED: west third of grade beam SLUMP: 4 . 0 " AIR: ---- % CUBIC YDS . PLACED: 20+ CEMENT: 5 . 5 SK. TYPE : ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: none listed AMOUNT: ------ CONC TEMP: 710 AIR TEMP: 580 WEATHER: partly cloudy NO. CYLINDERS CAST: 3 TIME SAMPLED: 0807 TRUCK NO: 149 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 4 6270 6/14/94 7 3580 5 6271 7/5/94 28 4210 6 6272 7/5/94 28 4390 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Company_, Geotechnical Consulting Construction Testing and Inspecting Services - s. CONCRETE INSPECTION AND TEST REPORT CLIENT: POE Construction DATE OF INSPECTION: 613/94 PROJECT: AERO Controls Addition REPORT NO: 1 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: M. Robinson CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: ves REBAR INSPECTED: yes REMARKS: per plans PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION Of' PLACEMENT: loading dock footings , 6 line, G to N and grade beam along S line, 1 to 6 LOCATION SAMPLED: dock footings, south side SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 40+ CEMENT: 5 . 5 SK. TYPE : ---- MAX. SIZE AGGR: 7/8" ADMIXTURES: none listed AMOUNT: ----- CONC TEMP: 750 AIR TEMP: 760 WEATHER: clear, sunshine NO. CYLINDERS CAST: 3 TIME SAMPLED: 1215 TRUCK NO: 107 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 1 6264 6/10/94 7 3150 2 6265 7/1/94 28 4490 3 6266 7/1/94 28 4310 2401 Bristol Court S.W. • P.O. Box 10267 • Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 Bradley-Noble Geotechnical Company Geotechnical Consulting Construction Testing and Inspecting Services CONCRETE INSPECTION AND TEST REPORT CLIENT: POE Construction DATE OF INSPECTION: 6/3/94 PROJECT: AERO Controls Addition REPORT NO: 1 CONTRACTOR: POE Construction PROJECT NO: 94 . 05-11 INSPECTOR: M. Robinson CONCRETE SUPPLIER: Miles Sand & Gravel FORMS INSPECTED: yes REBAR INSPECTED: yes REMARKS: per plans PLACEMENT METHOD: chute CONSOLIDATION METHOD: vibration LOCATION OF PLACEMENT: loading dock footings , 6 line, G to N and grade beam along S line, 1 to 6 LOCATION SAMPLED: dock footings, south side SLUMP: 4 " AIR: ---- % CUBIC YDS . PLACED: 40+ CEMENT: 5 . 5 SK. TYPE: ---- MAX. SIZE AGGR: 7/8 " ADMIXTURES: none listed AMOUNT: ----- CONC TEMP: 750 AIR TEMP: 760 WEATHER: clear, sunshine NO. CYLINDERS CAST: 3 TIME SAMPLED: 1215 TRUCK NO: 107 DESIGN STRENGTH: 3000 CYL NO. LAB NO. DATE TESTED AGE PSI 1 6264 6/10/94 7 3150 2 6265 7/1/94 28 3 6266 7/1/94 28 2401 Bristol Court S.W. • P.O. Box 10267. Olympia, WA 98502 • Phone (206) 357-7883 • FAX (206) 754-4240 HOW I �Ur� 1� ����� RADLEY NOBLE GEOTECHNICAL CO. REPORT OF COMPACTION OF EARTHWORK -iENERALSERVICES IN-PLACE DENSITY TESTS CLIENT: Poe Construction DATE: 5/27/94 PAGE: 1 PROJECT: Aero Control Addition PROJECT NO: 94.05-1 1 OF 1 CONTRACTOR:. TECHNICIAN: S. Bassett REPORT NO: 1 IN-PLACE DENSITY TEST METHOD: ASTM Dl 556 CONTROLLING TEST METHOD ASTM D698 ASTM C2922 ASTM D1557 TEST DATE ELEV LOCATION LAB FIELD FIELD PERCENT LAB COM- COM- NO. CURVE DENSITY DENSITY MOISTURE MAX PACTION PACTION NO. Ibs/eu ft Ibs/cu ft DEN- % % WET DRY SITY AS TESTED RE- M RED 1 5/23 sub- East end, center of building pad 1 134.3 130.4 3.0 134 97.3 95 arade 2 5/23 sub- 88 paces east of west end, north side of 1 132.3 127.5 3.8 " 95.1 95 grade pad 3 5/23 sug- 55 paces east of west end, south side of 1 133.2 128.6 3.6 " 96.0 95 rade pad 4 5/23 sub- West end, north side pf pad 1 130.8 127.7 2.4 95.3 95 grade NOTES: BRADLEY-NOBLE GEOTECHNICAL CO. REPORT OF COMPACTION OF EARTHWORK IN-PLACE DENSITY TESTS CLIENT: Poe Construction DATE: 6/4/94 PAGE: 1 PROJECT: Aero Controls PROJECT NO: 94.05-1 1 OF 1 CONTRACTOR:.Poe Construction TECHNICIAN: S. Bassett REPORT NO: 2 IN-PLACE DENSITY TEST METHOD: ASTM D1556 CONTROLLING TEST METHOD ASTM D698 ASTM C2922 ASTM D1557 TEST DATE ELEV LOCATION LAB FIELD FIELD PERCENT LAB COM- COM- NO, CURVE DENSITY DENSITY MOISTURE MAX PACTION PACTION NO. Ibs/cu ft lbs/cu ft DEN- % % WET DRY SITY AS TESTED RE- QUIRED 5 5/31 East end, south side 1 138.8 133.5 3.6 134 99.6 90 6 5/31 * Center of south side 1 134.0 130.9 2.4 97.7 90 7 5/31 North side, northeast corner 1 137.3 132.1 4.2 98.6 90 8 5/31 Center of north side 1 141 .8 128.7 10.2 96.0 90 NOTES: *All elevations were at the bottom of footing trench.