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406 Lauring Lane PermitPERMIT APPLICATION UTYOF MONTI CELLO Ivy OZ4Z PERMIT APPLICATION APPLICINT TO COMPLETE NUMBERED SP,%CCS ONLY nADDRESSy0(n Y-1Aa91')VQ A.bE zoNED /. II. LEGAL: LOT BLRCK LT WRAC TI-421,emlo, LU I2. OWNER 3u// i/77PT J( J/(rT( T/f C; 4DRRE44 Sl P 7TJJ` i' I iir/1e*HONE RIAN/QA A. E49 /111L/PA 1•//7, i /'S57YJf 7j PMDNe OJ7-d/aZ. CANT FACTOR ( I ] 4. LINDE. ADORES' PHONE S. AA:HITECT/DFSIf.NER ADDRESS PHONE 6, ENGINEER ADORES' PMONC I7. PLUMBER ADDbESs PHONE I'8. ELECTRICIAN ADDRESS PHONE 9. CLASS OF WORK: E NEW [] ADDITION []ALTERATION 1C] REPAIR MOVE aTMER 10. DcsCR I of WORK TO BE DONE! 160'x-17) //9Af1 dKI/RiA(O Wi Arys ilG//0 x/nn rl.//A,Pr IYrJL' I NCREa C[R1IFY THAT I HAVE READ AND EXAMINCO THIS APPLICATION AND FIND THE SAME TO BE TRUE AND CORRECT 0 IS O OM Lf W4CC / TOQPOF 10 OC BUILDI NG DATE • • NO IN EFFECT SIGN%TUH TME TI pF //// pyl I In" C •T ION. eY.e..ae..e..I•YY.e.1a11YI..e.Y1Y..Y.e.YY1Y eY1e P11.eaeee P..YYe....Y •.....Y......... Fe IYYIYY1YYi1Y1YYY.11.Y• A0 CITY C ONLY V BUILDING PERMIT a 1 983'00 PLUMBING PERMIT 3 g SPECIALS (ASSCSSMCNTS. ETC.( D NOT APPLICABLE P 9N PfUzEK/G, )% g_9MS FIKTURCS 37, Ob STATE SURTAX 3 O,W STATE SURTAX ,50 TOTAL .i 33l TOTAL 3 SEE ATTACHED P.:E(S), TOTAL FEF. $ r ALd. BINOLC FAMILY Noe I TTI[ 01 FIaTWRC OR IT[M I IYp. ur OecuDaneY ^ DUPLEX I WATCN CLOSET (f01L[TT fund. / Group D runn d MULTI -FAMILY (i,J)QY COMMERCIAL AVAB NI Rite 4l BlppNu. 01 / MCA. I NOU9TAI AL _ LTORT (MAB. BASIIll,lell SR, FI/r SIDIIH UCC, LOAD RCS. GARAGE 4rnu IFir. VN P,•. SprinANr1 Cone 3 2oN RFRUN.E []V.I ONo IN Of Of OFFSTREET PARKING SPACES' ALTERATION o..Innp UN'. CorueO I uHcoruen 171 DWELL I HG _ COMMCRCI.L CLOT14CMrR Special Approval. Required ReealYeA N01 RpWIreO I nUU91R1 AL eIATTa ZONING L HEALTH DEPT. 4N FINE DEPT, FLOOR ONAIN ' SOIL REPORT OI HER (SpecllY) SEAL . HYDRANTSA - 1 1o1AL TIM[s sl.DO- a'.S/.OU I 1H15 PERMIT IS GRANTED UPON THE EXPRESS CONDITIONS THAT SAID OWNER AND HIS CONTRACTORS, AGENTS, WORKMEN AND EMPLOYEES, SHALL COMPLY IN ALL RESPECTS WITH TIME ORDINANCES OF E CITY OF MONi CELLO. GIVEN UNDER HAND OF THE BUILDING OFFICIAL OF THC CITY OF MONTICELLO THIS o% DAY OF -.l i /U•- 19 1 CIIW I IA ELlO BUILDING OFFICIAL WHEN PROPERLY SIGNED AND SEALED. THIS DOCon)"IfflNalla, rn pg7E l /EYI /3'Si Town/city 155 Plot Number -Ot 6,2 9 Residential Use Parcel Number 00010. 6wO"10.a`009080 NohroBidentiiaal Uso(/ Permit Number t5'%- J Valuation 4,ro. ,e) no, o o Date Issued Rociept Number 81x58 1 C84-07 PRELIMINARY FOUNDATION INVESTIGATION Proposed Office/Warehouse Facility Lots 5-8, Hillside Terrace Addition Monticello, MN FULFILLMENT SYSTEMS, INC. February 2, 1984 MINNESOTA: Minneapolis. Hibbing, St. Cloud. Rochester. St. Paul NORTH OAKOTA Williston MONTANA; Billings Fulfillment Systems, Inc. P.O. Box 636 Monticello, MN 55362 Attn: Mr. Jack Peach 91 IMr. Peach: GRAU191 Servreet S,naa 7857 ENGINEERING TESTING p0i10 , s 9awx rt GauuEKSP¢.PL F. "dusoM 0AEER Attu PE, CG KRUSE. PE JAMl9J CRAG A .PE February 2, 1984 0 RAUSIR PE LWIP.-AILS PE. P.O. Bo• 1B9 Reply To: St. Cloud, Vit: 55 612) 253-9910 RE: C84-07 PRELIMINARY FOUNDATION INVESTIGATION Proposed Office/warehouse Facility Lots 5-8, Hillside Terrace Addition Monticello, MN As requested and authorized by you on January 10, 1984, we have recently conducted a subsurface soils and groundwater investigation in the proposed building areas for the above referenced office/warehouse facility. To date, our investi- gation has consisted of 5 standard penetration test borings each conducted to a depth of 15.5 feet below existing surface grades. The borings encountered relatively uniform soil conditions consisting of a silty sand or silty clayey sand topsoil layer at the surface underlain by outwash sands to depth. The under- lying sands are typically in a medium dense condition, and thus, would be suitable for direct support of the anticipated shallow, spread foundations sized utilizing a maximum net footing pressure on the order of 3,500 to 4,000 pounds per 5 I should square foot tpsfl. The maximum permissible footing pressure be determined when the building location and foundation loadings have been finalized. P!}NCE n TIN NQINf p41 aQlta ANe MAjERi IR, Alldialad Company lar Criomical d Lnvironmonmi r oanng and Consuumg — brawn Cnvlronmonlal Laboratonaa. Inc. 2- c84-07 IFulfillment Systems, Inc. February 2, 1984 Log of Boring sheets indicating the various soil strata en- countered, penetration resistances and water level observations; along with our preliminary engineering anlaysis and recommen- dations, are included in the attached report. It has been our pleasure to be of service to you in providing this subsurface soils and groundwater investigation. If we can be of further assistance in evaluating these data or in providing the recommended excavation observation and quality r control testing services during construction, please contact 1 us at your convenience. Very truly yours, BRAU ENGINEERING ESTING, INC. George Klu Area Engineering/A soc,iat '. GDK/laz cc: BET - Mpls. i ommi of wn noaunc woDqunp aoeum•nlunior M u[Wv.•uuon n••lanuu M,noeunu a•w •ne..unm •omo.•i 1 CM A= m•a na nYnvmtlan •na e,wm• no nNom.o oq to m• Olnu Duan ip •rE np wcn tonl•nl A.1. Purpose: The purpose of our recent investigation was to aid in determining the current subsurface soils and groundwater conditions in the anticipated construction areas. Evaluation of the data obtained from the borings regarding the shear strength and compressibility of the soils encountered under the anticipated shallow, spread foundation loadings, was requested. A.2. Bore Hole Locations ans Surface Elevations: In the field, the boring locations were staked by your office in the currently proposed building area. Bore hole locations were referenced to the centerline intersection of Wright Street and Lauring Lane. The boring locations are shown on the attached sketch. Surface elevations at the bore holes were referenced to an assumed benchmark, the top nut of the hydrant located in the northeast corner of the intersection of Wright Street and Lauring Lane, which was assumed equal to elevation 100.0. A.3. Field Investigation: The borings were conducted on Jan- uary 31, 1984, with a truck -mounted core and auger drill rig in accordance with ASTM D1587 "Penetration Test and Split Barrel Sampling of Soils". Using this method, the bore hole is advanced with the hollow -stem auger to the desired test depth. Then a 140 -pound hammer falling 30 inches drives a standard 2 -inch OD split barrel sampler a total penetration of 1y feet below the tip of the hollow -stem auger. The blows for the last foot of penetration are recorded and are an index of soil strength characteristics. Soil samples were obtained at 2.5 foot incre- ments from the surface to the 10 foot depth and at 5 foot incre- ments to the subsequent termination depth of each boring. Use of the hollow -stem auger eliminated the need for casing and the use of jetting water. Big Y1. C84-07 PRELIMINARY FOUNDATION INVESTIGATION Proposed`. Office/Warehouse Facility Lots 5-8, Hillside Terrace Addition Monticello, MN A. INTRODUCTION A.1. Purpose: The purpose of our recent investigation was to aid in determining the current subsurface soils and groundwater conditions in the anticipated construction areas. Evaluation of the data obtained from the borings regarding the shear strength and compressibility of the soils encountered under the anticipated shallow, spread foundation loadings, was requested. A.2. Bore Hole Locations ans Surface Elevations: In the field, the boring locations were staked by your office in the currently proposed building area. Bore hole locations were referenced to the centerline intersection of Wright Street and Lauring Lane. The boring locations are shown on the attached sketch. Surface elevations at the bore holes were referenced to an assumed benchmark, the top nut of the hydrant located in the northeast corner of the intersection of Wright Street and Lauring Lane, which was assumed equal to elevation 100.0. A.3. Field Investigation: The borings were conducted on Jan- uary 31, 1984, with a truck -mounted core and auger drill rig in accordance with ASTM D1587 "Penetration Test and Split Barrel Sampling of Soils". Using this method, the bore hole is advanced with the hollow -stem auger to the desired test depth. Then a 140 -pound hammer falling 30 inches drives a standard 2 -inch OD split barrel sampler a total penetration of 1y feet below the tip of the hollow -stem auger. The blows for the last foot of penetration are recorded and are an index of soil strength characteristics. Soil samples were obtained at 2.5 foot incre- ments from the surface to the 10 foot depth and at 5 foot incre- ments to the subsequent termination depth of each boring. Use of the hollow -stem auger eliminated the need for casing and the use of jetting water. Big Y1. C84-07 Fulfillment Systems, Inc. February 2, 1984 A.4. Soil Classifications: Mineral soils encountered in the borings were visually and manually classified in the field by the crew chief in accordance with ASTM D2487 "Unified Soils Classification System" and ASTM D2488 "Recommened Practice for visual and Manual Description of Soils". A copy of ASTM D2487 is attached. All samples were then returned to the laboratory for verification of the field classifications by a Soils Engin- eer. Representative samples will remain in the St. Cloud office for a period of 60 days to be available for your examination. A.S. water Level Determinations: Immediately after taking the final sample in the bottom of the borings, the borings were probed with the hollow -stem auger in the ground to check for groundwater. In addition, immediately after removal of Q the auger, the borings were probed and the depth to cave-in l and the presence or absence or water was noted. The borings were then immediately backfilled. B. RESULTS B.I. Logs: Log of Boring sheets indicating the depth and identification of the various soil strata, the penetration resistances, and water level information are attached. It should be noted that the depths shown as boundaries between the strata are only approximate. The actual change may be more of a transition and the depth of change likely varies horizontally. B.2. Soils Encountered: The borings typically encountered a silty sarid or silty clayey sand topsoil layer at the surface and extending to a depth of approximately 1 foot. Outwash sands were encountered beneath the topsoil layer and extend- 4 ing to the 15.5 foot termiantion depth of each boring. awl 3- C84-07 Fulfillment Systems, Inc. February 2, 1984 B.3. Penetration Resistances: The penetration resistances recorded in the non -frozen portions of the underlying sands ranged from 9 to 29 blows per foot (BPF) indicating these cohesionless soils to be in a loose to medium dense condition. Typically, penetration resistances on the order of 15 to 25 BPF were noted at the approximate 5 foot depth indicating a medium dense condition. B.4, water Level Observations: Groundwater was not encount- ered when probing the bore holes at the times and under the conditions indicated on the individual Log of Boring sheets. Based upon these probings, the coloration and moisture content of the various soils encountered and previous experience in the immediate area, it is our opinion that the groundwater table was not penetrated by the borings conducted, Thus, ground- water should not be ofsignificance from a design and construction standpoint. water level readings have been made in the borings at the times and under conditions stated on the boring logs. This data has been reviewed and interpretations made in the text of this report. However, it must be noted that the period of observa- tion was relatively short and that fluctuations in the level of the groundwater may occur due to variations in rainfall, temperature, and other factors not evident at the time measure- ments were made and reported herein. design drawings and specifications and construction planning should recognize the possibilities of variations. C. PRELIMINARY ANALYSIS AND RECOMMENDATIONS C.l. Available Design Criteria: You have indicated that a pre -cast concrete office/warehouse facility is to be construct- ed. The structure is anticipated to have outside nominal 4- C84-07 Fulfillment Systems, Inc. February 2, 1984 dimensions on the order of 180 x 180 feet. It will be support- ed by exterior bearing walls and interior columns. Ground floor slab grade has not yet been finalized, however, for purposes of this report we have assumed it to be at approximate elevation 102 on the assumed site datum. Bottom of exterior, frost depth footing elevation is then 98 with the bottom of the interior column pads at elevation 99-100. wail loads for single -:tory structures of this type are typically on the order of 4 to G kips per lineal foot (KLF) with column loads on the order of 75 to 100 kips per column. C.2. Tapsoil Removal: We recommend that all vegetation and the organic portions of the topsoil layer be completely strip- ped from within all building, adjacent sidewalk, parking lot and driveway areas. Based upon the data obtained from the borings we would anticipate topsoil stripping on the order of h to i foot will be required. However, a determination of the actual extent necessary should be made by visual obser- vations at the time of construction. C.3. Allowable Soil Bearing Caoacity: Based upon the data obtained from the borings it would appear that the undisturbed portions of the sands likely to be encountered at or below proposed footing grades would be suitable for direct support of shallow, spread foundations sized utilizing a maximum net footing pressure on the order of 3,500 to 4,000 psf. A final design footing pressure should be evaluated when the building location, foundation loads and footing elevations have been finalized, C.4. Excavation Observations: We recommend that all footing trench excavations be observed by a qualified Soils Engineer, or his representative, to determine whether or not the soils t I. 5- C84-07 Fulfillment Systems, Inc. February 2, 1984 actually encountered throughout the construction areas are similar to those encountered in our borings. In addition, these observations would aid in determining whether or not the bearing soils have been excessively disturbed or other- p wise rendered unsuitable during the excavation operations. e If the soils immediately below footing grade are disturbed, a it is recommended that the footing trenches be surface com- pacted immediately prior to placement of the foundations. If fill is required below proposed footings we recommend that it be placed in thin uniform lifts and thoroughly com- pacted. For foundations sized utilizing a 3,500 or 4,000 psf footing pressure, we recommend that the fill be compacted l! to a minimum of 958 of modified Proctor density (ASTM D1557-78). Fill placed for support of floor slabs should also be laid in thin uniform lifts and thoroughly compacted. For light to moderate warehouse loads we would recommend compaction of the floor slab fill to a minimum of 938 of modified Proctor density. In office areas this compaction requirement could be reduced to 909 of modified Proctor density. Compaction tests should be taken at random locations and elevations throughout all fill placed to assist in determining the densities achieved. C.5. Perkinq Lot Pavement Design: We recommend that the parking lot pavement section be designed utilizing the pro- cedures provided by the Minesota Asphalt Pavement Association MAPA) and MN/DOT. These design procedures utilizie the Hveom stabilometer "R" value as an indicator of subgrade suitability. For the clean sands and slightly silty sands I likely to be encountered beneath the topsoil layer, past experience by MN/DOT and this firm indicates that an "R" B value of 70 can be assumed for these soils with excellent i confidence. Thus, for a car parking lot pavement section I 6- C84 -D7 Fulfillment Systems, Inc. February 2, 1984 an acceptable design could consist of 5 inches of class 5 aggregate base overlain by 2 inches of bituminous pave- ment. We would be pleased to work with you in the evalua- tion of an acceptable pavement design when the traffic loadings and finished grades have been determined. Sub - grade preparation and placement of the aggregate and bitum- inous materials should be in accordance with the require- ments of the Minnesota Department of Transportation (MN{DOT). D. GENERAL REMARKS The analysis and recommendations submitted in this report are based upon the data obtained by the 5 soil borings per- formed at the locations indicated on the attached sketch, Variations may occur between these borings, the n4:ture and extent of which may not become evident until construction. if variations are encountered, it will be necessary to make a re-evaluation of the recommendations of this report after performing on-site observations during the construction and noting the characteristics of any variations, Such variations may result in additional foundation costs and it is suggested that a contingency be provided for this purpose. This report is based on the design of the proposed structure as was submitted to us for preparation of this report. It is recommended that we be provided the opportunity to briefly review the final design and specifications to determine whether any changes in concepts may have had any effect on the validity of the recommendations contained in this report, and whether those recommendations have been correctly commvnicatad to you so that their intent has been implemented in the design and specifications. If we are not permitted to make this rocom- mended review, we cannot assume responsibility for misinter- pretation of our recommendations, or for their validity in the event that changes have been made in the design submitted won A 7- c84 -o7 Fulfillment Systems, Inc. February 2, 1984 to us. Review of the final design and specifications will be noted in writing and will become an addendum to this re- port. JORAH11"I r 1.94 Denotes location of standard penetration boring. 84... ""DATION 1NVESI IGNIION Proposed D Ffice J.r :1 us, U Fulfillment o. P. 11Systems. Inc. Monticello. MII ENGINEERING TESTING tbu: L.? -94 IN.drd: Ibrwm: ,. Isaw: PO: LOG OF BORING IIJKAUH eras+taeeapen >Eattaea PROJECT: C84-07 FOUNDATION tNYESttGAitOW i ia st-1 Proposed Office/Yarehouse Facility LOCATION: Fulfillment Systema, Inc. Monticello, MM See Attached Sketch DATE; 1/31/BL jSCALE: t ASTM Tests or Notes Elev. Depth D2487 Deurlption of Moterials 9PF WL 101.3• D Symbol (ASTM D2488) SM -SC SILTY CLAYEY SAND, fine-graintd, .it a 100.3 I trace of gravel, dark brown, frO2tn (Topsoil) Surface tlrw ations at It SP SAND, fine to medius -grained, with a tract bore holes welt referne( to a little gravel, light brown, dry to 11 to the tyo nut of tnr moist, mtdium dense _,_,. hydrant located it tnt oe ioutwash) corner of the intentcti ML c; of Wright Street an: E 28 Lauring Lane, which .at I",d rouel to t!tca;i 100.0. i9 o v 2L vco C0 883 13 g SP SAND, otdius to fine-grained, with a littir gravel, grayish brown, moist, aediue dense__ 0ut.aah) 18 85.8 15.5 bWater level not encountered with IS, of hollow -ate• sugar in ground. u Water laaeI not encountered to rave -in CL depth of 9.41 immediately after withdrawal 1of t auger. L o` E Boring Backfilled t o t a i M 4!5 t t LOG OF BORING ®MU11 fN01NEERM TRITTNG PROJECT: C84-07 FOUNDATION INVESTIGATION BORING- ST -2 Proposed Office/Warehouse Facility LOCATION: Fulfillment Systems, Inc. See Attached Sketch Monticello, MN DA -E: 1/31184 ISCALE:ry-4' ASTM IITests or Notes Elev, Depth D2487 Description of A4oteriols BPF WL 101.2 0 SYmbol (ASTM D2488) II 100.2 1 SN SILTY SANU, tine -grained, dark brown. frot en (l opaai ll SP -SM SAND, SLIGHTLY SILTY, fine to medium - grained. with a trace of gravel, brown, 97.7 3.5 moist, loose (Outwamh) B g Sp SAND, fine to mediue.grained, with a littl, gravel, light brown to grayish brown, maim 29Emediumdense Outwash) Y a y 22 C v 23 v— c0 c 88.2 13 Sp SAND, medium to fine-grained, with a little gravel, light brown, dry, ae IS.S medium dense 0utwash) 20 85.7 water level not encountered with lb' of d hollow -sten auger in ground. Water level not encountered to cave-in a depth of 9.0' immediately after withdrawn 9 of auger. O Boring Backfilled Q wn 0 is n40 dd N LOG OF BORING PROJECT: C84-07 FOUNDATIDN INVESIIOATION Proposed OFfice/Warehouse Facility Fulfillment Systems, Inc. Monticello, MN jgmultj gpgI. ST -3 LOCATION: See Attached Sketch DA -E: 1/01/114 SCALE: 1".41 TASTM @1111 or Not@11 Elev. Depth D2487 Description of Weriais BPF WL 101.4 0 Symbol (ASTM D2488) SM -SC SILTY CLAYEY SAND, eine-gru ned, with a 99.9 1.5 trace of gravel derk.q own, frog enloosp SP SAND, mostly fine-grained, with a trace of gravel, light grayish brown, moist, 15 97.4 4 medium dense (Dutwash) SP SAND, fine to medium -grained, with a — E little gravel, light brown, dry to moist, 25 w medium dens!, 4 (Outw ash) U 92.4 9 CO CO 55.9 t u 0 CL v 0 F E N F @ oc ee 0 IM SP SAND, medium to tine -grained, with a trace of gravel, light brown, moist, mediuo dense Outwosh) Nater level not encountered with 15' of hollow -stem auger in ground. Water level not encountered to cave-in depth of 0.9' immediately after withdraws of auger, m 20 In LOG OF BORING JHKAUHJ PROJECT: C84-07 FOUNDATION INVESTIGATION aoRi n. S7 -t proposed Office/Warehouse facility LOCATION: fulfillment Systems, Inc. Monticello, MN See Attached Sketch DA 'E: 1/31/84 iSCALE: tn,4 ASTM Testi or Notes Elev. Depth D2487 Description of Materials BPF Wi, 100.5 0 SYadooi (ASTM D2488) 99.7 8 $M SIEIY SAND, fine-grained, dark brown, • frozen (lupsoil) - Sp SAND, fine to medium, -grained, with a trace of gravel, light brown, dry to moist. loose to medium dense t0 p Outwash) — o E 4 25 YI. 21 U 91.5 9 fl Sp SAND, medium to fine-grained, with a — c— little gravel, light grayish brown, 25 C moist, sodium dense Outwash) Cc 87.5 IJ br SAND, fine to medium, -grained, with a trace of gravel, grayish brown, moist. 85.0 15.5 medium dense (Outwash) 17 Water level not encountered with 15' of hollov-stem auger in ground. o CL Water Tavel not encountered to cave-in depth of 8.8' immediately after withdrawal n of auger. fBoring vs Backfilled Op ha: VV N LOG OF BORING PROJECT: C84-07 FOUNDATION INVESTIGATION Proposed Office/Warehouse Facility Fulfillment Systems, Inc. Monticello, NN DAMERM BORi- sT_5 LOCATION: See Attached Sketch DA—E: 1/31/84 ISCA LE: I "•+' ASTM res» or Nates Elev. Depth D2487 Description of Materials BPF WL 100.6 0 Symbol (ASTM D2488) 99.6 l $NrUo=; nSAND. 1+oosgifined, dark brown. Sp -SM SAND, SLIGHTLY SUTY, medium to fine.graln d, 97.6 3 with a little gravel, brown frozen, " medium dense (Outwashj 33 r Sp SAND, fins to medius -grained. with a littl gravel, brown, moist, medium dense Outwash) IB W O Q F 15.5 U Sp SANe, sodium to tine -grained, with a Litt);_ - gravel, light brown, moist, medium dense 14 Outwash) — Mater level not encountered with 15' of hollow -etas auger in ground. Water level not encountered to cave-in depthof 8B immediately after with- drawe) of auger. Boring Backfil led R Is qo Lauri G3 RjRyan Construction Commercial Design and Construction, 1 Appletree Square - Suite 1141 • Minneapolis, Minnesota 55420 • Telephone (612) 854-2310 6/22/84 St'."CIVICATIONS I -OR PIIJX1LLMPNT SYSTEMS SNC. P-Ionticollo, Mi nnesot t TABLE OF CONTENTS SECTION TITLE PAGE NO. 1. General Requirements 1 General Conditions 1 Special Conditions 3 2. Site Work 8 2.1 Earth Work 8 2.2 Lawn 6 Planting 8 3. Concrete 9 3.1 Concrete Form Work 9 3.2 Concrete Reinforcement 9 3.3 Cast In Place Concreto 9 3.4 Grout 10 3.5 Precast Concrete 10 4. Masonry 12 4.1 Scope 12 4.2 Masonry Materials 12 4.3 Workmanship 13 4.4 Clean-up 13 5. Metals 14 5.1 Structural Steel 14 5.2 Miscellaneous Iron 14 5.3 Steel Joists 15 5.4 Steel Erection 15 5.5 Metal Deck 16 6. Carpentry 17 6.1 Scope 17 6.2 Materials 17 7. Moisture Protection 18 7.1 Roofing and Shootmotal 18 8. Doors, Windows and Glass 19 8.1 Eiollow Metal 19 8.2 Finiah Hardware 19 8,3 Aluminum Windows and Doors 21 8.4 Glazing 22 9, Finishes 23 9.1 Acoustical Treatment 23 9,2 Resilient Flooring 23 r 9.3 Painting and wall Covering 23 9.4 Coramic Tilo 24 Table of Contents (Con't.), SECTION TITLE PAGE NO. 10. Specialties 26 10.1 Metal Toilet Partitions 26 10.2 Allowances 26 11. - 14. NOT INCLUDED 15. Mechanical 27 15..1 Plumbing Work 27 15.2 Heating, Ventilating and Air Conditioning 28 15.3 Automatic Sprinkler, Fire Prevention System 30 16. Electrical 32 16.1 General Provisions 32 16.2 Scope 32 16.3 Electrical Service 33 16.4 Lighting Fixtures 34 16.5 Public Telephone System 34 16.6 Motor Wiring 34 16.7 Start Up and Maintenance 34 R]Ryan Construction Commercial Design and Construction 1 Appletree Square' Suite 1141- Minneapolis, Minnesota 55420 - Telephone (612) 854-23' 1. GENERAL REQUIREMENTS 1.1 General Conditions A.. Intent: This specification and the accompanying draw- inga are complementary, and what is called for by either shall be as binding as if called for by both. It is the intent of these specifications and the drawings to include all labor, materials, equipment and trans- portation necessary for the proper execution and com- piotion of the entire project. Each of the Contractors, Subcontractors and Material Suppliers working under the specifications and the drawings shall turn over his portion.of the project in a complete operating condition irrespective of whether the drawings or the specifications, or both, cover each individual item in minute detail. Any ambiguities, errors, in- consistencies, or omissions discovered by Subcontractor shall be reported to the General Contractor for deter- mination in General Contractor's sole discretion or judgment. IT IS INTENDED THAT THIS SECTION OF THE SPECIFICATIONS SHALL APPLY TO ALL OTHER SECTIONS OF THE SPECIFICATIONS AND TO THE GENERAL CONTRACTOR, SUBCONTRACTORS AND MATERIAL SUPPLIERS WORKING UNDER SEPARATE SECTIONS. D. Schcduloo: It in intended that this project, including the work ncccooary around the building, but within grading limits, shall be completed no later than December, a._ 1954 . In the avant that any Contractor 4other tnan R. J. Ryan Construction), Subcontractor, or Material Supplier would delay his work, or that of other Contractors, so that the completion of the entire project would not be possible prior tonnbnr 1. 1954 liquidated damages in the amount of $10a pater ay may be aseeaood against the responsible party. C. Guarantocas It is understood that all Contractors and Subcontractors shall guarantee their work to be free from defects in workmanship and materials for ONE YEAR BEYOND THE COMPLETION OF PROJECT and this guarantee shall include all materials and workmanship incorporated into the building. All materials and equipment shall be now. 2- D. Tests: The Owner shall*have the right to perform independent tests on all material and equipment fur- nished for the project. Subcontractors shall each perform all tests on the work to be performed by them as required by law, ordinance or regulation and pro- vide all Certificates of Inspection. E. Permits, Licenses, Fees, Notes: The General Contractor, each Subcontractor and each Material Supplier shall give to the proper authorities all notices as required by law, relative to the work in his direct charge or direct responsibility, obtain and pay for all official fees, building permits, licenses for water, temporary enclosures, obstructions or excavations in public streets, etc. Further, the General Contractor and each Subcontractor shall adequately protect adjacent property as provided by law and required by these specifications and drawings. F. Codes: Each Subcontractor shall be responsible for meeting all codes applicable to his section, including but not, limited to, the State Building Code, including the Energy Conservation requirements, the Uniform Build- ing Code and the Occupational, Safety and Health Act. Subcontractor shall be responsible to the General Con- tractor for all costs, claims, fines and penalties im- posed upon the General Contractor arising out of Sub- contractor's failure to conform to and comply with such codes, laws and regulations, oven though. General Con- tractor was required by law to cause compliance with such codes, laws and regulations. G. All communication affecting contractural obligations between the Contractor and Subcontractor shall be in writing. H. All Subcontractors shall coordinate their design and installations with other Subcontractors. Each Sub- contractor shall be responsible for providing all back- up materials and installation of materials furnished by others required by union regulation. 1. Each subcontractor shall submit shop drawings, samples and cut shoots called for in his section of those speci- fications prro_m tly and in accordance with job requirements upon award of a subcontract. Subcontractor shall be responsible to the General Contractor for all coots arising out of Subcontractor's failure to do so. J. The Electrical Contractor shall supply temporary wiring througnouttne-builoinq to insure a8equato and pro or power and ligntinq for all trades. 'Power must be in reach of 100' 1' extension cord. An ndequate number of bulbs shall also be furnished for tomoorary liqhtinq. ILU/1Ud, three phoso service shall be turniahed. 3- 1.2 Special Conditions A. Scope: The scope of the work outlined herein and shown on the drawings is intended that the General Contractor, all Subcontractors and Material Suppliers shall furnish all labor, materials, equipment, tools, skill, trans- portation, etc. necessary for the complete construction of the new facility. B. Insurance: The following are the minimum insurance coverages to be carried by all Subcontractors and Gen- eral Contractors. 1. workmen's Compensation Insurance - As required by law. 100,000 Employer's Liability 2. Public Liability - Provide Comprehensive Liability, including Auto Liability. Coverage to include: a) Contractors' Operations b) Contingent Liability 11 c) Broad Form Contractoral Liability d) Completed Operations i e) where there is an exposure for damage due to I explosion, collapse or underground operations, Blanket XCU will be provided by the Subcontractor. 1 Limits Required: I 500,000 each occurrence Bodily Injury 5500,000 aggregate 250,000 each occurrence i Property Damage { 250,000 aggregate Auto Liability 500,00 each person Bodily Injury 500,000 each occurrence 50,000 Property Damage it! 15 days notice of cancellation will be given. 3. Builders' Risk Insurance will be provided by R. J. Ryan Construction until substantial completion, ready for beneficial occupancy. Subcontractors waive all rights against the General Contractor for damages to person or property caused by fire or other casualty. ME Each Subcontractor shall furnish to the General Con- tractor satisfactory proof of carriage' of the insurance required, with duplicate copies forwarded immediately after the award of the subcontract. C. Protection: During the construction of the project, the General Contractor and each Subcontractor shall provide nocessary protection for the work as:d materials under his jurisdiction against injury from dampness, cold, vandalism, and theft and shall not injure other property at the site. D. Temporary Items: The General Contractor shall provide approved temporary heating devices and proper fuel, a temporary office and temporary toilet. The General Contractor and all Subcontractors shall cooperate fully to enclose the building as promptly as possible. E. Cleanup: Tho General Contractor and each responsible Subcontractor shall at all times keep the premises free from accumulations of waste materials or rubbish caused by his employees or work on a daily basis and, at the completion of the work, he shall remove all rubbish from and about the building, and all tools, scaffolding and surplus materials and shall leave his work broom clean. If any Subcontractor fails to comply with the above clean-up requirements, the General Con- tractor will, (after notification), do the necessary clean-up and backcharge the cost of said clean-up to the applicable Subcontractor or Subcontractors. If a dispute arisoa between separate Subcontractors as to their responsibility for cleaning up, General Con- tractor may allocate the responsibility in its sole discretion. F. Non -Conforming Work: In the case of faulty or defec- tive work, General Contractor shall have the option, in addition to any other remedy it may have, to accept the faulty or non -conforming work and take an appro- priato reduction in the Contract Sum. G. Right to Stop Work: General Contractor shall have the right to stop the work in the event the Owner of the Project fails to make payments as required in the General Contractor'o contract with Owner or if General Contractor is othorwiso given the right to stop the work in such contract. H. Supervision: Each Subcontractor shall provide a com- potent foreman to supervise the construction of this work. I. Governing Law: The Law governing this contract shall be the law of the jurisdiction in which the project is located. S. Taxes: All Subcontractors and Material Suppliers shall be responsible for paying all sales tax and use tax applicable on items they furnish. Sub- contractors and Material Suppliers shall bid their work accordingly. Request for Payment: The information on the following page shall he submitted by all subcontractors when requesting payment. It may be submitted in this form or similar form. If the above information is not submitted, bills will not be recognized. L. Terms of Payment: All subcontractors and material suppliers shall be paid not 30th approximate for invoices received by the first of the month. M. A Waiver of Mechanic's Lien Rights will be prepared by the General Contractor, which must be signed and returned before payment will be issued for the foll.ow- ing months but, in any event, no later than one month after receipt of the payment. Lien waivers may be sent by mail or delivered in perso„ at our offices. The form of the Lien Waiver is attached Lo the encs of this section of the Specificattons. N. Cost Breakdown: Major Subcontractors (heW.ng, elec- tiral, sprinkler, plumbing) and others, when notified in writing by the Project Manager, shall submit a detailed cost breakdown for approval before any pay- ment will be issued. 0. warning Notices: Subcontractor shall place all necessary warning signs or decals informing potential users of equipment, materials, or systems of any unsafe or, dangerous conditions related to the use thercof. P. Shop Drawings: Contractor's approval cf chop drawingc or samples shall not releano Subcontrr%.ctor from re- sponsibility for any deviation from the requirements of the Contract Documents, unless Subcontractor has informed Contractor in writing of such deviation at the time of submission, and Contractor has given written approval to the specific deviation, nor shall Contractor's approval relieve Subcontractor from re- eponsihility for errors and omissions in the shop drawings or samples. 6 - SUBCONTRACTOR APPLICATION FOR PAYMENT Date of Application Application Number Period From to Subcontractor Project: TO: Original Contract Amount: $ Change Orders: Number 6 Description of Work 1. $ 2. $ 3. $ 4. $ 5. $ 6. $ TOTAL CONTRACT AMOUNT TO DATE $ AMOUNT EAR*4ED TO DATE $ Less 106 Retainago $ Less Previous Payments $ THIS APPLICATION FOR PAYMENT $ TOTAL REMAINING TO BE BILLED $ Contractor: By: Data: 7 - RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS The undersigned acknowledges having received payment of the a= of Dollars ($ ) from R. J. Ryan Construction, in payment of all labor, skill, services, materials or other items delivered, furnished, or performed by or through the undersigned in the performance of work or the furnishing of materials by the undersigned, described as: Kind of Work: Said work was performed at, or materials delivered or furnished to, the following premises: Address: This instrument is intended to be a PARTIAL - FINAL cross one out) lien waiver and the undersigns ooes ere y waive all rights which may have been acquired by the undersigned to file a mechanic's lien against the aforesaid premises for labor, skill, services, materials or other items delivered, furnished or performed by or through the undersigned through the effective date of this lien waiver. The undersigned does further state and represent that it has fully paid for all labor, skill, services, materials and other items furnished to said premises and there are no amounts unpaid with respect thereto. The undersigned does further agree to indemnify, de- fend and hold harmless R. J. Ryan Construction, Inc. against any and all claims or liens which may be made or filed against R. J. Ryan Construction or the aforesaid premises by the undersigned, or by any subcontractor, materialman or other person, firm or corporation delivering, furnishing or perform- ing any labor, skill, services, materials or other items by or through the undersigned in the performance of such work by the undersigned through the effective date hereof. The effective date of this lien waiver and indemnity is the day of , lg_ By Its Title) s 8- 2. SITE WORK 2.1 Earth Work A. Grading - The top soil and all vegetation thereon should be stripped inside the building line. Grading of thb site to levels indicated for the building, parking areas, ditches, etc., shall be performed by this Subcontractor. Allowance shall be made for granular fill called for in the excavation and backfill section. B. Excavating and backfill - This Subcontractor shall perform all excavation and backfill necessary for the construction of this project, excluding excavation and backfill for mechanical and electrical work. At least six (6^) inches of granular materials shall be placed beneath all slab areas. All fill shall be compacted to 958 proctor density, 908 in parking areas. C. Soil Conditions - Sub -surface investigations and soil borings have been made and the results are included herein. This information was obtained primarily for use in verifying foundation design, but this contractor may draw his own conclusions. 2.2 Lawns & Planting A. Soil preparation - Over all areas to receive sod as indicated on the drawings, top soil material shall be spread in oven thickness. Cara shall be taken to assure the final grading shall drain properly from the building. At least 4" of black dirt required. H. Lawn - Grass sodding shall be laid and rolled smooth and level over top soil material in the areas shown on the plot plan. Grass sod shall be laid to conform with the drainage. C. Landscaping - The landscaping plans shall be approved by the Owner. D. Water all sod and landscaping to time of occupancy• E. There is a $5;000 total landscaping allowance. 9- 3. CONCRETE 3.1 Concrete Form Work A. Scope - Included here are all forms for footings, piers, walls, lintels, etc. as required. B. Material - Material for concrete forms shall be wood or metal or other approved material. wood forms shall be of sound clean lumber free from holes and defects. C. Workmanship - Forms, where required, shall conform to the shape lines and dimensions of the members as called for on the drawing and shall be substantial and sufficiently tight to prevent leakage of mortar. 3.2 Concrete Reinforcement A. Scope - Included here is all labor, equipment and material for concrete reinforcing. B. Materials 1. Reinforcing steel shall be of intermediate grade steel, meeting the requirements of the standard t specifications for Billet steel concrete rein- forcing bars ASTM -A615-68, unless otherwise stated elsewhere in the plans or specifications. 2. Spaces, chairs, etc. as required. Materials shall be free from excessive rust, loose scale or other coatings which will reduce or prevent bond. C. Workmanship - Reinforcing steel shall be placed as required by the drawings and shall be adequately secured in position. 3.3 Cast In Place Concrete V4 A. Scope - The work under this section shall include the complete construction of all concrete work in the ( building for concrete footings, walls, floors, columns, concrete -filled block pilasters, concrete filled block bond beams, exterior platforms, stairs, sidewalks, and all necessary accessories, setting of anchor bolts, ties, etc. la B. Materials. 1. Portland Cement shall conform to ASTM C-150, Typo I or Type III Portland Cement, air en- training, shall conform to ASTM C-175 Type IA or Typo IIIA. 10- 2. Fine aggregate shall consist of clean, hard natural sand conforming to ASTM C-33. Coarse aggregate shall conform to ASTM C-33, with maximum aggregate size of 1-1/2" for footing, I 3/4" for slabs and columns, 3/8" for topping. 3. water shall be clean and free of deleterious matter. 4. All concrete for interior work shall have a minimum compressive strength of 3,000 PSI at 28 days. All floors shall be sealed with west Concrete Sealer. 5. All concrete for exterior work, such as side- walks,driveways and steps shall have a minimum compressive strength at 28 days of 4,000 PSI; maximum aggregate size 3/4" minimum cement content 6.0 bags per yard; maximum water cement ratio - 5.5 to 7.5 gallon per sack; air content of 4-68. Maximum slump for concrete used for all work - 4". 6. Curing compound for exterior work shall be clear, wax -resin base, with red fugitive dye equal to Sealtight WR -30-D, as manufactured by W.R. Meadows, Inc. 3.4 Grout Grout for all structural steel base plates to be non -shrink Embeco or equal. 3.5 Precast Concrete A. Precast Concrete wall Panels 1. Scope: The subcontractor shall manufacture and erect the prestressed wall panels shown on the plans and include all labor, equipment, miscellaneous connecting hardware and all material incidential to this erection plus the caulking of the vertical joints inside and out with Sonneborn MP -2. 2. Design: All members shall be designed for the spans and loads indicated on the plans and in accordance with the recommendations of ACI Specifications 318-71. 3. Temporary Shores: where the wall panel system 11 - uses the temporary shores, the panel fabricator will furnish and deliver to the site the temporary shores on trailers. The steel erector will unload and set the shores along with steel roof system and shall be responsible for the alignment of the roof system. Friction connectors should be used with the temporary shores and will be furnished with the structural steel as shown on the struc- tural drawing. The panel fabricator will be re- sponsible for the furnishing and welding all loose clip angles and hardware to attach the wall panels to the roof framing system. After the panels have been erected, the panel fabricator will remove and dispose of the temporary shores. A. Installation: The General Contractor will pro- vide a true straight keyway in the footing properly cleaned. Panel fabricator will erect the panels directly into this notch in the footing and will pour sand cement grout into this notch to solidly lock the wall panels in place. All lifting loops that are cut shall be weather protected on the outside. Reasonable perimeter and interior access will be provided by the General Contractor for erection purposes. 5. Opening and Inserts: Openings 105 square inches or larger in the walls will be field sawed in the member by the precast fabricator where they are shown on the plans. Other openings will be cut by the respective trades. 6. Protection of product after precast subcontractor has completed his portion of work from water in- filtration, vandalism, damage by other trades is the responsibility of the General Contractor. 7. Shop Drawings: The panel manufacturer will pre- pare and subslit shop drawings in quadruplicate for approval, when a raked finish is specified. 12- 4. MASONRY 4.1 Scope This Subcontractor shall furnish all labor, materials, equipment and services. necessary, or reasonably incidental to complete all masonry work shown on the drawings and specified herein. 4.2 Masonry Materials A. Concrete masonry units shall be modular, hollow, load bearing units of sizes and shapes required by the drawings and shall conform to ASTM C-90 Grade "A" when delivered to the job, and shall be protected against wetting prior to laying. All units exposed to view shall be of uniform texture, square, and with no broken edges on corners. B. Portland Cement shall conform to ASTM C-150, Type I. C. Masonry Cement shall conform to ASTM C-91, Type II. D. Hydrated Lime shall conform to ASTM C-207, Type S. Quick Lime shall conform to ASTM C-5. E. Sand shall conform to ASTM C-144. F. Water shall be clean and free from delterious matter. G. Masonry reinforcement shall be Keywall Multibond, Duro- 0-wall Ladue Type, Dur -O -Wall Truss Type or approved equal. H. All materials shall be stored and maintained in a dry, clean condition by stockpiling on planks or other supports, free of the ground. Materials shall be protected from the weather with a waterproof covering. I. Mortar 1. Mortar shall be proportioned by volume and mixed to proper consistency with uniform color through- out. Rotempering or use of anti-freezo materials will not bo permitted. 2. Type S mortar shall be used for Toll masonry work below grado or in contact with the earth, and shall be composed as follows: One part Portland cement, one-quarter to one -hal:'. part lime and sand equal to 2 1/4 to 3 times the volume of cement and lime, or ono -half part Portland cement, one part masonry cement, and sand equal to 2 1/4 to 3 times the volume Portland and masonry cement combined. 13- 3. Type N mortar may be used for all other masonry when Portland cement added as follows: One fourth part Portland cement, one part masonry cement and 2 3/4 to 3 3/4 parts sand. 4. Mortar for bedding -and grouting shall be one part , Portland cement and two parts sand. 4.3 Workmanship A. All masonry walls shall be true and plumb and built to the thickness and to the bond or pattern shown on the drawings. Where no bond or pattern is indicated masonry shall be laid in common bond. Masonry units shall be dry when laid. B. All masonry walls shall be reinforced above grade. Masonry reinforcement shall be placed in first and second bel joints above and below openings and in every second bed joint throughout the remainder of the wall. Reinforcement shall be lapped at splices a minimum of six inches. C. Mortar joints shall be 3/8" thick with full mortar coverage on vertical and horizontal face shells. Mortar joints shall be struck off flush with wall surface, and when practically set, shall be tooled slightly concave, unless indicated otherwise on the drawings. 4.4 Clean -Up After completion of the masonry work, all exposed masonry surfaces shall be cleaned, and all debris removed from the site. 14- 5. METALS 5.1 Structural Steel, A. Scope - The structural steel supplier shall supply all beams, columns, column base plates, bearing plates, girts, struts, purlins, channels, angles, brackets, bracing, tie rods, hangers, plates, stiffeners, con- nections, clips, column anchor bolts, bolts for field connections and masonry angle lintels as required and shown on the plans. Anchor bolt settings, erec- tion details, fabrication and erection shall conform to the American Institute of Steel Construction. B. Materials 1. Structural steel shall conform to ASTM A-36. 2. Standard bolts shall conform to ASTM A-307. 3. High strength bolts shall conform to ASTM A-325. 4. Welding electrodes shall conform to ASTM A-233, Series F70XS. C. Workmanship - Fabrication shall be in accordance with A.I.S.C. Specifications for the Design, Fabrication, and Erection of Structural Steel for Building", here- inafter referred to as RISC Specifications. Shape contact surfaces of stool at columns splices, and been to column connections, to moot the requirements of the applicable specifications. Connections shall be standard connections in accordanco with Table I and IV of the AISC Manual of Steel Construction, unless detailed otherwise. Shop connections shall be welded and field connections shall be bolted except when field welding is indicated on the drawings. After fabrication, all steel and accessories shall be cleaned of loose mill scale, loose rust, weld slag or flux, dirt and other foreign matter, and painted with gray rust-inhibitivo paint. D. Shop Drawings - Shop drawings, showing fabrication details and erection plans shall be submitted in quadruplicate for approval prior to fabrication. Approval of shop drawings will be for size and ar- rangements of members and connections only and shall in no way remove the responsibility of design, detailing and fabrication from this Subcontractor. 5.2 Miscellaneous Iron A. Scope - This Subcontractor shall furnish all miscel- laneous iron work, which shall include all ladders, rails and other, miscellaneous metals as shown on the plans. 15- B. Materials, workmanship and Shop Drawings same as structural steel, including latest U.S.C. Codes. 5.3 Steel Joists Scope - This Subcontractor shall fabricate all steel Joists as shown on the drawings and specified herein, including bridging anchor and necessary accessories. B. Material - Steel joists shall be open web type which carry the designation to meet the requirements of SJI specifications. All accessories, including joist, wall and beam anchors, bridging and bridging anchors and extended ends shall be in accordance with manufacturers standards and shall meet the requirements of the SJI specifications. C. workmanship - Joists shall be fabricated in accordance with "Standard Specifications for Open Web Joists", published by the Steel Joists Institute, latest adoption, hereinafter referred to as "SJI" Specs." After fabrication, all joists and accessories shall be cleaned of loose mill scale, loose rust, weld slag or flux, dirt and other foreign matter, and painted with one coat of rust -inhibitive paint. D. Shop Drawings - Shop drawings showing the number, type, locations, spacing, sizes and anchorage of all joists and details of all necessary accessories, shall be submitted in guadruplicate for approval. The type of shop paint shall be marked on the drawings. No fab- rication shall proceed until the shop drawings have been approved. 5.4 Steel Erection A. Scope - Included hero is the erection of all structural steel, steel bar joists, and installation of centering and metal roof deck. Materials - The materials are specified elsewhere in this specification. Workmanship Structural Steal - Structural steel shall be erected plumb and true to conform with current specifications for design, fabrication and erection of structural steel for building and code of standard practice of stool buildings and bridges by the American Institute of Steel Construction. Temporary bracing shall be installed to safely maintain structural steel in alignment during construction. 16= 2. Har Joists - Bar joists shall be erected plumb and true and spaced as indicated on the drawings and shall be firmly anchored at tie supports before construction loads are placed on them. Joists parallel with the wall or beam shall be anchored at top and bottom chord to the wall or beam with side wall anchors at the bridging points. Bridging shall be completely installed in accordance with SJI Specifications before any construction loads are placed on the joists. 3. Welding - All welding shall conform to code for arc and gas welding in building construction by the American welding Society. 4. Supervision - Steel erectors shall provide a responsible foreman who will remain in charge of their project until completion of steel erection. 5. Shop Drawings - All steel shall be erected ac- cording to approved shop drawings submitted. Any steel improperly erected shall be replaced at the expense of the steel erector. If any layout problems occur, immediately contact the superin- tondont. 5.5 Metal Deck A. Scope - Included hero is furnishing all steel roof dock as shown on the drawings and heroin described. B. Materials - Steel roof deck shall be designed and manufactured in accordance with the "Basic Design Specifications for Steel Roof Dock Construction", as adopted by the Steel Deck Institute. Steel roof deck shall be a minimum of 1 1/2" deep and 22 gauge thickness, designed for spans as shown on the drawings. All necessary accessories such as closer plates, cant strips and ridge and valley plates as required to pro- vide a finished surface for application of insulation and roofing shall be furnished. C. workmanship - Roof dock shall be fastened to supporting steel by oecuroly welding the bottom of the rib to all structural supports at maximum spacings of six inches on the lap portion and twelve inches at the intermediate spans. All and laps shall be a minimum of two inches and shall be centered directly over supports. Acces- soriea shall be tack welded in place. El 17- 6. CARPENTRY 6.1 Scope Included in this section is all rough and finish carpentry, and millwork including, but not limited to metal studding and Gypsum board, installation of finish hardware, block- ing, cants and curbing. 6.2 Materials A. Metal studs shall be U.S. Gypsum 3" interior standard studs or approved equal, spaced 24" D.C. B. Framing lumber and blocking shall be Douglas Fir construction grade. Roof curbs shall be 2" x 12" construction grade Douglas Fir located and sized to suit requirements of the mechanical contractor. C. Gypsum board shall be "Shectrock" or "X -Board" or equal; 5/8", except as otherwise noted, with recessed edges. Gypsum board to be applied to an interior block wall shall be 1/211. D. Wood doors shall be 1-3/4" solid core premium grade with oak veneers. All door trim to be clear oak. is - 7. MOISTURE PROTECTION 7.1 Roofinq and Sheetmetal A. Scope - Includes all material and labor necessary for all roofing and sheetmetal work herein specified and as required to meet the manufacturer's and insurance underwriter's specifications. Also included is the installation only of tha;steol deck according to Section 5.5 of -this specification. 1. Roofing contractor shall determine the requirements to comply with the required two year guarantee, especially the location and number of roofing control joints. Roof splits caused by excessive roof areas are to be included in the two year guarantee. 2. If additional material and labor are necessary to comply with paragraph d1 above, the roofing contractor shall propose the work required as an alternate to the base bid. Include all labor and materials necessary including cant. B. Insurance Underwriters Requirement - X.S.O. C. Roof Insulation - The roof system shall have an over- all U value of .06 to meet or better State of Minnesota energy code: Two layers of insulation are to be used and the joints of the two layers are to be staggered. D. Membrane - Shall be three plys of perforated asphalt felt with moppings of asphalt with a floodcoat and gravel surface to give a three ply roof in accordance with the manufacturer's recommendation. E. Membrane Flashings - Shall be one ply #15 felt and one ply reinforced asbestos capsheet sot in steep asphalt. vents, pitchpans, lead flanges, etc. shall be strippod-in with two plys of #15 asphalt felts. F. Sheatmotal - Shall be 24 ga. galvanized iron unless otherwise specified on the drawings. Provide all caps, scuppers, downspouts, metal fascia, gravel stops and counterflashing. This Subcontractor to furnish all base and counterflash ing necessary for the complete installation of the roofing material, including all flashing necessary for flashing sleeves and holes through the roof by other contractors. G. Guarantee- The roofing contractor is to guarantee the roof for a period of two (2) years to maintain the membrane and all flashing in a watertight condition. Included in the guarantee, but not limited to, are roof splits and looks caused by membrane failure duo to excessive roof areas changing deck direction, changing types of deck and workmanship. 19 - DOORS, WINDOWS AND GLASS 8.1 Hollow Metal A. Scope - The General Conditions shall apply to all work of this section. All interior and exterior hollow metal doors and frames, including labeled doors and frames, are covered under this section. B. Materials - All hollow metal frames shall be 16 gauge hollow metal, prepared for 1 3/4" thick doors unless otherwise shown. Frames shall be mortized and rein- forced for strike and hinges. Frames may be either welded or knocked down. All hollow metal doors shall be 18 gauge. C. Workmanship - The frames shall be set plumb and true with at least three anchors per jamb. Voids in the frames shall be filled with mortar. 8.2 Finish Hardware A. Scope - The General Conditions shall apply to all work of this section. Refer to other sections and schedules for other work related to this section. Furnish all finish hardware as listed in these specifications and as required by the drawings. Installation of finished hardware and the furnishing of rough hardware is included under the carpentry section. B.' Materials - All hardware furnished shall be free from defects, scratches, mars, etc., and shall be complete with all necessary screws, shields, etc. 1. Panic Devices - Von Duprin 88 series or approved equal. Furnish thru-bolts and threaded sleeves on mineral filled doors. 2. Locksots - Schlage, Yale, Corbin, Ruaswin or Sargent based on Government Specification com- parison sheet. All locksets to have 2 3/4" backsot and 1/2" throw. 3. Closers - Norton J1600 series on exterior and 1600 on interior, or approved equal. Size as recommended by manufacturer, thru-bolt to hollow core or mineral filled doors. Use drop brackets where required. Allow door to swing maximum. 4. Butts - Stanley, Lawrence or approved equal, equipped as follows: a) Exterior doors - 3 butts. b) Doors up to 7'6" high - 3 butts. c) Doors over 716" and dutch doors - 4 butts. d) Doors 1 3/4" thick - 4 1/2 x 4 1/2. e) Exterior, hollow metal, label and doors with closers - ball boaring butts. 20- 5. Trim - Hiawatha or approved equal for pulls, push plates, kick plates, etc. Kick plates to be 16 gauge, 10" high and 1 1/2" less than door width. 6. Stops and holders - provide at all doors wall mounted where possible, to match door hardware. 7. Flush Bolts - Ives 458B or approved equal, to match door hardware. 8. Cabinet Hardware - by cabinet supplier. 4. Bifold Doors - Provide complete track and guide system for doors as shown on plans. Hangers shall consist of nylon rollers. Pulls shall be Epco MC -42" wire type bronze finish or approved equal. 10. By -Pass Sliding Doors - Provide complete track and guide system for doors as shown on plans. Hangers shall consist of adjustable nylon rollers. Pulls shall be rectangular recessed type with bronze finish. C. Finishes - The finish of all hardware shall be US10 bronze except as modified below. Restroom doors shall be provided with US28 aluminum hardware except that the exterior push plates and kick plates shall be US10 bronze. Prime coated butts with non -rising pins shall be furnished for exterior doors. D. Hardware Schedule - Provide hardware as heroin before described and as listed by groups on door schedule of drawings. GROUP 1 GROUP 2 cy ndor per door Butts per spec. schedule all other hardware by 1 locksot - Yale 5407 door manufacturer. 1 closer 1 threshold - Reese S253A 1 sweep 1 act weatherstrip GROUP 3 Butts per spec. schedule 1 locksot - Yale 5407 2 surface bolts 1 threshold - Reese S253A 2 sweeps 1 set weatherstrip GROUP 5 Butts par apoc. schedule 1 lockset - Yale 5407 1 closer GROUP 4 Butts par spec. schedule 1 locknot - Yale 5407 2 closers 2 automatic flush bolts with coordinator GROUP 6 Butts per spec. schedule 1 lockset - Yale 5307 21 - GROUP 7 Butts per spec. schedule 1 latch set - Yale 5301 GROUP 9 Butts per spec. schedule 1 closer 1 latch set - Yale 5301 AU. GROUP 8 Butts per sgec. schedule 1 privacy lock - Yale 5302 GROUP 10 Butts per spec. schedule 1 lockset - Yale 5307 2 surface bolts 8.3 Aluminum Windows and Doors A. Scope - Provide exterior thermo-break aluminum windows and doors with hardware as indicated on the drawings and in accordance with these specifications. Work includes hardware, erection and all caulking within and at the perimeter of window and door members. B. Shop Drawings and Samples: Submit shop drawings and samples of finishes for approval to Owner. C. Manufacturer: Kawneer, Cronstroms, Armalite or approved equal. D. Glazing - Glazing shall be with 1/4" thick tempered glass indoors and 1" thick insulated glass in windows, one lite clear, one lite bronze. Glazing beads shall be exterior type with no exposed screws. Stops shall be designed to provide a minimum of 1/8" on each side of the glass for glazing materials. E. weather stripping - Doors shall be weather stripped with continuous cloth gasket in the full perimeter of the frame. Pairs of doors shall have adjustable pile weather stripping in the meeting stiles. F. hardware - All door hardware shall match frame color and will consist of the following: Closer on all doors. Panic bar, if required. Butts - no required by door size. Threshold— 4" aluminum. Push and pull handles - standard design. Dead bolts on inactive door. Locks 6 cylinders master -keyed to the building system. Nita latch with lock guard. G. Finish - Except as otherwise noted on the drawings, finish shall be Duranodic dark bronze. All duranodic finish shall be in accordance with Aluminum Company of America specifications. 22- H. Caulking - Caulk areas within units with thicol or silocone compounds of color to match frame, caulking at perimeter of openings shall be Tremco, Dymeric, or approved equal. 9.4 Glazing A. scope - Provide glass and glazing complete as specified hereinafter. Refer to drawings for location of materials. S. Materials: 1. Plate glass: 1/4" thick, clear polished plate by Pittsburgh Plate Glass Company, or by Libbey Owens Ford Company. 2. Tempered plate glass: 1/4" clear white or bronze tone as noted. 3. Insulating glass: LOF or PPG manufacturer, bronze tone, one lite bronze, one clear, 1" thick, unless noted. 4. Mirrors: 1/4" plate glass, silvered and with electroplated copper backs full width and height. 5. Glazing material: Tremco 440 tape, mono and trem glaze or approved equal for metal or wood as appropriate and shims blocking clips, etc., required for the work. C. Workmanship and installation - Take all glass sizes by field measurement of actual frames and doors. Set all glass in such a manner that there will be equal bearing the entire width of each pane. Minimum 1/8" sealant on each side of glass. 0. Cleaning - Clean all glass of glazing compound with solvent and leave in an acceptable condition for window washers. a 23- 9. FINISHES 9.1 Acoustical Treatment A. Scope - Included here is all acoustical ceilings and acoustical wall coverings where indicated or scheduled on the drawings. B. Materials - Ceilings shall be exposed grid system with 24" x 48" lay -in ceiling board units. Suspension system shall be heavy-duty T system. Coiling boards shall be 5/8" thick panels with standard factory white finish and shall be noncombustible, mineral fiber tile. C. workmanship - Main T shall be installed on 48" center, suspended with hanger wire a 4'0" maximum spacing. Cross T's shall be installed at right angles to main T's to complete grid. Edge molding shall be installed wherever the suspended grid system abuts walls, columns and other vertical surfaces. This Subcontractor shall leave 18 extra tile on the job for future use. 9.2 Resilient Floorina :r A. Scope - Included here is all resilient floor and base where scheduled. B. Resilient flooring material shall be as manufactured by Armstrong, Asrock, Kentile, Johns -Manville, Matico or Musson. Vinyl asbestos tile shall be 12" x 12" x 3/16" thick and shall conform to Federal Specification L -T-00345. Vinyl base shall be furnished where shown on plan. This Subcontractor shall submit samples to the owner for selection. This Subcontractor shall leave 1% extra tile on the job for future use. 9.3 Paintinq and Wall covarina A. Work under this section includes the complete painting, wall covering and finishing of materials as shown on the drawings and indicated in this specification. All wood doors, window trim and other finished hardwood material throughout shall be stained, scaled and varnished, unless otherwise shown. All door frames, metal doors and overhead doors shall be painted. All exposed exterior wood, structural steel, metal fascia, mechanical vents and other equip- mont, unless provided with a factory finish, shall be painted. 24- B. Color Schedule - A complete color schedule for the surfaces finished by this Subcontractor will be provided by the Owner. C. Samples - This Subcontractor shall provide samples of wall coverings and of specified finishes on wood and other sur£acos as requested. D. Preparation of Surfaces - Do not start work on surfaces which are not in proper condition to receive finish. Starting the work will constitute acceptance of preceding work and conditions under which finish will be applied. E. workmanship and Application - Properly seal all sur- faces. Spread all paint materials evenly without brush marks, laps, sags or other blemishes. All coats must be thoroughly dried before applying succeeding coats. sand all woodwork smooth between coats. Treat all galvanized metal and concrete to be painted with a suitable clean degreasing and chemical natural- izing compound designed for this purpose before apply- ing primer. Clean all other metal surfaces with mineral spirits before applying finish. Remove all rust or scale. F. Special Requirements - Do not prime surfaces which have factory or shop applied primers. Do not paint metal or wood surfaces with factory finish unless otherwise specified. Paint all other surfaces, in- cluding rooftop equipment, exterior railings, bumper posts, etc. 9.4 Ceramic Tile A. Scope - Included in this section is all ceramic tile floors and walls, and quarry tile. B. Materials - Ceramic tile shall be as manufactured by American Olean Mosaic, or approved equal. Tile shall comply with U. S. Department of Commerce S.P.R. R-61-61. Ceramic materials shall be as heroin specified: 1. Ceramic •wall the shall be 4" x 4" nominal size, standard grade with thin lip base with stain glaze finish. where the edge of the the is exposed. bullnoso corners shall be installed. Color selected by Owner. 25- 2. Ceramic floor tile shall be standard pattern, 1" x 1" cushion edge, or unglazed ceramic Mosiac pattern, with non -slip abrasive (7 1/28 of weight). Color.selected by Owner. 3. All tile shall be set by thin -set method using 3M Company CTA11 and CTA2 or as directed according to manufacturer's specifications. 4. Grout shall be cement type. C. workmanship - All surfaces to receive tile work or brick pavers shall be dry and thoroughly cleaned before starting work. Ceramic floor and wall tile shall be installed, grouted and cleaned in accordance with American Specification ASA A108-5-1960. This Contractor shall furnish to the building site an extra 1% of the total tile for the Owner's use in the future. 26- 10. SPECIALTIES 10.1 Metal Toilet Partitions A. Scope - Metal toilet partitions shall be furnished and installed in the lavatories where shown for the office and the shop area. This work shall include the furnishings of urinal screens and door screen- ing shown on the drawings. B. Material - All partitions shall be equal to those manufactured by Accurate Partitions, Inc., in baked enamel finish selected by Owner. All metal toilet partitions shall be complete with coat hooks, rubber -tipped bumpers and double roll paper holders, and shall conform to the provisions for the handicapped where indicated. 10.2 Allowances A. The following allowances shall be included: 1. Carpct - Labor and Materials - $8,500. 2. Class II crushed rock - $10,000. 3. Grading, Excavating, Backfill - $18,000. 4. Building Permits - $5,000. B. Not included in this Contract. 1. Lockers. 2. Vending machines. 3. Lawn sprinkler system. 4. Curb and gutter. 5. Building signs or draperies. 6. Hook-up of owner -furnished equipment. 7. Utility payments on permanent installations. 8. Computer flooring. 9. Fire -rated corridors. 27- 15. MECHANICAL 15.1 Plumbinq Work A. General Provisions - requirements of the General Conditions and Special Conditions apply to all work under this section. Scope - This Subcontractor shall include all labor, materials, services, equipment, transportation, etc. necessary for a complete workmanlike installation as specified and shown on the drawings. It is the intent of this work that the Plumbing Sub- contractor shall furnish and install all plumbing and piping work as shown on the plan and indicated in the specifications in strict accordance with all applicable codes. This specification and plan is intended as a design guide only and this Subcontractor shall be responsible for the proper design, sizing and install- ation of all piping, equipment specialties, acces- sories, etc. to provide a complete and workmanlike plumbing design and installation. This Subcontractor shall obtain and pay for all permits from the mun- icipality or any other authorized agency of his design and installation of the plumbing system. Hook-up charges based on assessments or useage are not the responsiblity of the plumbing Subcontactor, but will be paid by the Owner. Materials, Equipment, Installation and Workmanship - all material and equipment shall be new. All excav- ation and backfill work pertaining to this division, including compaction of backfill to 959 of maximum modified density, shall be performed by this Subcon- tractor. Any detrimental settlement of any surface shall be corrected by the responsible Subcontractor. This Subcontractor shall connect to the municipal sanitary and storm sewers and water, as indicated on the site plan. Verify locations and all condi- tions. This Subcontractor shall include all waste and vent, hot and cold water piping necessary for fixtures and equipment shown on the drawings. The entire domestic water piping system, fixtures and equipment shall be disinfected in accordance with applicable codes. Valves shall be installed on lines to all individual equipment except those specified to be equipped with stop valves and shall be of one make. Install unions at connections to all equipment and dielectric unions or couplings on joints between copper and steel. Provide chromium plated escut- cheons where pipes pass through finished walls, partitions, floors and ceilings. 28 - Floor drains in toilet rooms and other finished areas shall be equal to Josam Series 200 or 300 with Nickaloy strainer and elsewhere shall be cast iron equal to Josam Series appropriate for their use. Provide backwater valves as required. Plumbing fixtures shall be American Standard, Crane, Eljer or Kohler, the equivalent of types listed, with chrome plated traps, escutcheons, faucets, stop valves and supplies. Provide fixtures for the handicapped as indicated and as required. Grab bare will be provided by others. Lavatory - American Standard 0351.023 "Lucerne", 20" x 18" V.C. wall hung. Water Closet - American Standard 2109.056 Elongated Cadet" V.C., siphon jet, elongated bowl, close coupled tank, angle supply with stop, elevated ball cock and vacuum breaker and with black open front seat. water Cooler - Equal to Eaton/Cordley WHA4 wall hung self-contained drinking water cooler with 1/5 HP compressor. Janitor's Receptor - Williams "Ser -I -Ceptor" or Twin City Granitine "Red -e -Basin" 24"x24"x6" pre- cast torrazo, 2" trap and Chicago 897 faucet mounted 44" above floor. Counter -Top Sink - Equal to Just ESL2122-B-GR "Con- tinental" 20 ga. single compartment stainless ledge back sink approximately 21"x22"x6 1/2" overall, self -rimming. Provide gooseneck faucet, basketstrainer, supplies with stops and bent tube P -trap. Mount in countertop opening provided by the General Contractor. Wall Hydrants - Cast brass non -freeze with straight nozzle 3/4" hose connection, loose key handle equal to Woodford 70P. Provide two. Water Heater - Lochinvar, Rhoem, Day and Night or A.D. Smith glass line water heater, U.L. approval, all operating and safety controls and magnesium anode. D. Drawings, Manuals, Shop Drawings - This Subcontractor shall furnish at the completion of the work a comolote manual of instructions and guarantees for equipment furnished and installed under this section of the work. Shop drawings shall be submitted in four copies. 15.2 Heatinq, Ventilatinq a Air Conditioninq A. General Provisions - Requirements of the General Conditions and Special Conditions apply to all work under this section. 29:- Scope 29= Scope - This Subcontractor shall furnish all labor, materials, skill, services, equipment, transportation, etc., as necessary for a complete workmanlike and fully acceptable installation as described within the specifications and shown on the drawings for the heating, ventilating and air conditioning work. All work shall be done in accordance with all ap- plicable codes. and with requirements of the munici- pality. This specification and plan is a design guide only, and this Subcontractor shall be responsible for the proper design, sizing and installation of all duct work, piping, equipment, specialties, etc., to provide a complete and workmanlike design and installation. This Subcontractor shall furnish the General Contractor with complete load and design data and calculations. It is the Subcontractor's responsibility to obtain all approvals necessary from the General Contractor as wall as to provide all fees necessary for permits and approval by the municipality or any other authorized agency of his design and installation of the heating, ventilating and air conditioning systems. Any and all ventilation work necessary, as shown on the plans or as required by the authorized building codes for general building ventilation, shall be included under this section of the work. The size, quantity and location of diffusers and means of distribution shall be the responsibility of the Subcontractor. All equipment, ductwork, etc., shall be selected and laid out to fit in spaces allowed with ample space provided for proper maintenance, filter changing, etc. Exhaust and relief systems and wall louvers shall be supplied as required. Electrical Work - The heating and air conditioning Subcontractor shall provide all starters with proper overload and low voltage protection and control and interlock wiring as required. Electrical equipment shall be of proper size, type and electrical character- iatics. The electrical Subcontractor will provide all power wiring. This contractor shall include all control wiring. D. Curbs and Flaahings: Openings in structure - The mechanical Subcontractor shall provide counterflashing for all duct openings in roof and provide roof jackets or pitch pockets for pipe and conduit passing through the roof. Roof curbs and skids for mechanical equipment on the roof will be furnished and hoisted to the roof by the General Contractor but the Mechanical Subcontractor shall locate and install them and shall provide counterflashing. 30- E. Air Distribution Duct System - Sheet metal work shall be in accordance with ASHRAE guide recommendations.' Provide turning vanes in all elbows where throat radius is less than one-half duct width. Exhaust ducts from within 12 feet of unit, relief, return and ,transfer air ducts and air conditioning supply air ducts in office area shall be internally lined with 1" thick acoustic duct insulation, air stream side grey Neoprene coated, meeting NBFU 90A. Fresh air intake ductwork from roof to inlet of units and all ductwork above the roof shall be similarly lined with 2" thick insulation. Provide splitter dampers or volume dampers as required for proper balancing. Dampers shall be one gauge heavier than duct gauge and shall be reinforced to prevent vibration. Provide fire dampers where required. F. Drawings, Manuals, Shop Drawings: At the completion of all work, this Subcontractor shall furnish two complete manuals describing the construction, guarantees, operation and maintenance of each major piece of equip- ment installed under this contract and complete repro- ductive "as built" drawings of all work. This Subcon- tractor shall instruct the Owner in the proper operation and maintenance of all systems and equipment. This Subcontractor shall furnish complete ductwork and equipment layout and brochures, diagrams, shop drawings, information or samples as necessary of all equipment and material he proposes to furnish and in- stall for the complete installation to the General Contractor and obtain approvalrior to beginning of work. The layout shall be compete with ail duct s zes, register, grille and diffuser sizes, models and CFM piping sizes, equipment, identification, etc., and shall be prepared by or under the direct super- vision of a registered professional engineer who shall so certify the plan. Load and design data shall be furnished to the General Contractor. Shop drawings shall be submitted in quadruplicate. 15.3 Automatic Sorinklar, Fire Prevention System A. Scope - This Subcontractor shall furnish and install all labor, materials, equipment, services, skill, tools, transportation, etc. required for a complete workmanlike installation. All fire department control and valving connections shall be made in accordance with the municipality. No hose racks, intermediate sprinklers, fire pumps and reservoirs are included, unless indicated. No electrical connections or painting are included in this work. 31- 8. Materials - Brass sprinkler heads shall be furnished for all areas requiring sprinklers, other than the area with acoustical tile which shall have chrome heads. Temperature design requirements of fusible links shall be the.responsibility of this Subcontractor. C. Workmanship - The entire installation shall be made in accordance with the latest rules and regulations of the State Fire Marshall's office of the State of Minnesota, the municipality, and the I.S.O. Complete.design drawings and engineering is required for this work. This Subcontractor shall prepare them and submit them to the municipality and authorized insurance agent for approval. No work shall begin until the drawings are approved. install piping at maximum height above the floor. 32- 16. ELECTRICAL 16.1 General Provisions Requirements of the General Conditiohs and the Special Conditions apply to all work under this section. 16.2 Scope This Subcontractor shall furnish all design, drawings, labor, materials, etc., as required to complete the installation of•all electrical work as shown on the drawings or specified herein. This specification is intended as a design guide only, and this Subcontractor shall be resoonsible for a complete and satisfactory installation. This Subcontractor shall be responsible for the de- tailed layout of equipment, raceways, panels, wiring, etc., and shall prepare electrical design drawings and shall have the drawings certified by a registered electrical engineer if required. These drawings and specifications shall compliment each other and shall be submitted in quadruplicate to the General Contractor before work can proceed. These drawings shall be prepared with reference to the architectural, mechanical and sprinkler Subcontractor drawings for a fully coordinating design. They shall be identified as working drawings and shall show the exact locations of all equipment including the voltage, phase horsepower, or kilowatt rating, etc. They shall include a complete schedule of all power and lighting panels and a scale drawing of the main electrical service equipment. These drawings shall have the routings of all feeders and/or branch circuits for lighting and power panels and indicate the respective feeder and/or branch circuit sizes. All electric service to electrical and mechanical equipment or equipment furnished by other contractors requiring an electric service shall be indicated on these working drawings. The verification of the electrical service and compatible wire necessary for proper operation of all equipment is the responsibility of this Subcontractor A competent foreman shall be on the job at any time work is being performed. He shall schedule and coordinate the electrical work to eliminate interferences with the work of other trades. A. Shop Drawings - This Subcontractor shall provide four 4) sets of shop drawings for review by the General Contractor. B. Governing Codes - All work done and all materials installed shall comply with all national, local and municipal standards, the State Board of 33 - Electricity, OSHA, State Board of Health, Board of Fire Underwriters, and the National Electrical Code. Design drawings shall include all work required by codes including exit lights, emergency lights, disconnects, etc. C. Permits and Licenses - All permits, licenses and fees shall be secured for and paid by the Electrical Subcontractor before actual work is started. D. Materials and Equipment - All materials shall be new, and shall conform to the standards of Underwriter's Laboratory where applicable. E. Cleanliness and..Cleaning Up - This Subcontractor shall at all times keep the premises free from the accumulation of waste materials or rubbish by his employees or his work and at the completion of the work he shall remove all of his rubbish from and about the building and all of his tools, scaffolding, etc., and shall leave his work "broom clean". 16.3 Electrical Service The General Contractor will furnish and install a concrete pad for the pad mounted transformer furnished by the serving utility. The utility will furnish and install the ground grid and pad mounted transformer. The Electrical Subcontractor shall provide the complete secondaru service from the transformer to the main distribution switchboard. Secondary service shall be General Electric, Westinghouse, Square D, ITC, Federal Pacific or equivalent, and shall all be oversized 208. A. Temporary power - The Electrical Subcontractor shall supply temporary wiring to include the temporary electric service panel and pole to insure power and lighting for construction, satisfactory to all trades. Power must be in reach of a 100' extension cord. An adequate number of lamps, including the necessary distribution services, shall be furnished for temporary lighting. B. Lighting and Power Cabinets and Panels - Lighting and power panel boards shall be General Electric, West- inghouse, Square D, ITE, Federal Pacific or equivalent. Shop drawings shall be submitted. All shall be over- sized 208. Shop drawings shall be submitted. C. Dry Type Transformers - This Subcontractor shall furnish and install dry type transformers of capacities required for a proper service to the panel or loads being served. D. Wiring Devices - Switches for all incandescent and fluorescent lamp loads shall be rated at 20 amperes, 120/277 volts, AC, UL approved, specifications grade. Receptacles for general use shall be flush, duplex 34 - grounding type, graded 20 amperes, 125 volts. 16.4 Lighting Fixtures This Subcontractor shall provide a lighting fixture and lamp for each lighting fixture. Where poles are installed, concrete bases will be completely installed by this con- tractor. Fluorescent fixtures shall be standard cool white; incandescent lamps shall be inside frosted. Exit lights and emergency lights shall be installed to meet governing codes. All lighting shall be individually switched at entrance to the room or space in question. 16.5 Public Telephone System The Electrical Subcontractor's part of the public tele- phoi,o system shall consist of conduits and outlets as shown on the drawings required by code; or required by the telephone company. Outlet boxes shall be covered with a single gang, flush plate, of the same material, design and color as other receptacle covers with a 5/8" hole with grommet. 16.6 Motor Wiring The Electrical Subcontractor shall provide power to all electrical equipment provided by the General Contractor or any other Subcontractor as shown on the drawing or specified, and the appropriate disconnect switch, if required. Provide service only to all electric baseboard heaters and/or cabinet unit heaters. Provide service to all power roof ventilators and/or exhaust fans and provide and wire all motor starting switches, and push button stations. All other control and/or interlock wiring for heating, ventilating and air conditioning, plumbing and hot water will be done by the respective Subcontractor providing these pieces of equipment. This Subcontractor shall coordinate his work and verify power and wiring requirements with applicable Subcontractors and/or the General Contractor. 16.7 Start Up and Maintenance Upon completion of the work, furnish the Owner a complete manual, fully describing the operation and maintenance of each major piece of equipment installed under this contract. All panels and breakers shall be clearly labeled. MEMO TO: Building Permit File #84-658 RE: Phone Conversation, John Simola and Tom Ryan, RJ Ryan Construction Co. As per phone conversation this morning, November 9, 1984, 9:15 A.M., Tom Ryan has agreed to install a minimum 15" culvert and regrade the ditch on both sides of the culvert. Gary Anderson Building Official ORR•SCHEIEN • MAYERON ft ASSOCIATES, INC. Consulting Engineers Land Surveyors July 26, 1984 Mr. Gary Anderson Building Official City of Monticello 250 East Broadway Monticello, Minnesota 55362 Re: Fulfillment System's Drainage Plan Dear Gary: The drainage plan for the Fulfillment System's property you sent me recently has been reviewed and I offer the following comments. 1 had the opportunity last Monday to look over the site and the drainage is generally to the southwest corner of Lot 6. The minimal contours as shown on the plan do not depict this. Finished contours are not shown other than a swale that will be constructed to the proposed stormwater retention pond. Based on our calculations, taking into account ultimate development, that is Phases 1, 11 and III of building construction, and assuming that the northerly 85 feet of the property will drain to Lauring Lane, we come up with a requirement of 2.3 acre-feet of stormwater ponding necessary for the 100 -year storm event. The ponding area as shown, being approximately 8 feet deep, has approximately 1.6 acre-feet of storage. We are therefore 0.7 acre-feet short of providing required storage for ultimate development. From my visit in the field, indications are that the runoff from this property drains to the highway ditch at the southwest corner. This runoff is minimal if any at this time. Theoretically, if a rainfall of 100 -year intensity should occur, that is 6 inches in 24 hours, the pond should be drained within 24 hours to receive the next rain- fall occurrence. In this case because of the depth of pond, pumping would be required. 2021 Fast hlonnapin Avonuo • Saito 238 • Minnoopolis. Minnosoto 55413 • 612/331.8660 Page Two Mr. Gary Anderson July 26, 1984 I will suggest that Mn/DOT be contacted and the drainage system reviewed with them so that we do not run Into another problem as was the case with the VFW building. A controlled outlet from the pond could be provided to the highway ditch at the present rate of runoff. Other than the comments above, 1 forsee no problem with drainage if the suggested precautions are taken and the site graded accordingly. If you have any questions, please call. Yours very truly. ORR-SCNELEN-MAYERON 8 ASSOCIATES, INC. ohn P. Badalich, P.E. City Engineer JPB:min enclosure MINIMS, 1' 103 SPEED -MEMO. G ,..,..... ,,.....,...., IU ',4+c 7 A a G,2 a n.J FROM r /r -Y Of= _Xl Dn/r I cEC.- 0 P M C AUTOMATIC SPRINKLER, INC. On/T/GEcLO/ L 1 5`S36t Rice, Minnesota 56367 612) 393.2110 SUBJECT o..: / f-1- Z I - SPEED -MEMO inn+a.xvana'xe'wlQxwxoe.w:onuux.'xrwlli -, n,• .,_ I 8P 6D-MHMC° - 'Y,. '_, cj. - Ai.; ,.der::1:F'ti:r.r..i'ul,x'x,.wauwun' :`r. TC,/- 7 //•% , L Sd / FROM CA, PRC AUTOMATM SPR0aML% IKC. D , 7' • t /' $ S 3 2 nhm Wnnosom MW 1 6uaiecT • %J'r-f--vd. 7'riL• `Y j r,".r;.i.3'' ' .1'y,..T.,_: 1 ,. . 1 l / r r//r .' .„c-<-,,•A ti- c r•Gt i/cam r-L•r7r , J/.f%c,,p. -(c l %1-C' %/ r,P 4F Z .ir.•'l yP . J y ei J eA IM SPEEO•MfM0 CONTRACTOR'S MATERIAL AND TEST CERTIFICATE r I AUTOMATIC SPRINKLERS, SYSTEM / OF o:« on, •.teN ( 1h ,J SERVES r -A) 7-(/e elc- DESIGNERS ENGINEERS PMC AUTOMATIC SPRINKLER COMPANY1 MANUFACTURERS INSTALLERS TELEPHONE (612) 393.2110 C RICE, MINNESOTA 56367 PLANS ACCEPTED BY: "" tT :. r-) v INSTALLATION CONFORMSTO DRAWING NUMBER 6'%4%1 / SHEETS CF EXCEPT SPRINY,LERSOR SPRAY NOZZLES I MAKE I MODEL j SIZE I OUANTITY ' TEMP RATING I d:. PIPE AND FITTINGS CONFORM TO NFPA STANDARDS EXCEPT ALARM VALVE OOR FLOW INDICATOR: TYPE C/I'9 F MAKE „G'" /La T!<l(•yt MODEL f 71t •.: OPERATING TIME DRY PIPE VALVE: MAKF MODEL SN TRIP TIME WlOOD W/O DOD, WATER PSI, AIR PSI ALL OPERATIONS PROPER EXCEPT ALL NEW PIPING TESTED AT _ a2 CC; PSI FOR HOURS HYDROSTATICALLY PSI FOR HOURS PNEUMATICALLY DRAW TEST 'yC PSI STATIC PSI RESIDUAL W/VALVE WIDE OPEN TEST BLANKS USED, REMOVED FROM CONTROL VALVES WIDE OPEN AND SYSTEM LEFT IN SERVICE THIS DATE EXCEPT NOTES I, ' nCONc E 14 T nA[On R/n pwN .. m ( Nt:H,%N IN CHARGE HAS BEEN INSTRUCTED IN LOCATION AND CARE OF THIS EQUtPMENT. THIS DOCUMENT IN a NO WAY PREJUDICES ANY CLAIM AGAINST PMC FOR FAULTY MATERIAL, POOR WORKMANSHIP OR FAILURE TO COMPLY WITH INSPECTING AUIHORITY'S REOUIREMENTSOR LOCAL ORDINANCES, 6' uj k4 ea. — % + c4 is Pu's I % rn 19S -C) CoA- op -F<<.4 CC.." P Qx 44-rL cc4s 713; tDQ. 4x) joco = S-0 t b- 15-oo 't- - iuo A.- L.,4..4.uu. R6,cc RJ Ryan Construction Commercial Design and Construction 1 Appletree Square • Suite 1141 • Minneapolis, Minnesota 55420 • Telephone (612) 854-2310 July 12, 1984 City of Monticello 250 East Broadway Route 4, Box 83A Monticello, MN 55362 Attention: Gary Anderson Re: Fulfillment Systems Inc. Dear Gary: Enclosed find a copy of the soil borings taken for the above project, and two sets of revised architectural plans. Per our discussion, we have rated corridors 112, 121, 122, and 136 with 1 hour walls terminatinq at a 1 hour acoustical tile ceiling and incorporated 20 -minute fire rated door assemblies. Also, door 156A and new door 151 will be B -Label. If any other changes arc required based upon your final review, please let me know. Please send an approved plan back for our files. Sincerely, R. J. RYAN CONSTRUCTION, INC. W 121— Ron Ryan RR:lp Enclosures RJ Ryan Construction Commercial Design and Construction 1 Appletree Square • Suite 1141 • Minneapolis, Minnesota 55420 • Telephone (612)854-2310 July 6, 1984 City of Monticello 250 E. Broadway Monticello, MN 55362 Attention: Mr. Cary Anderson Buiidinq Inspector Re: Fulfillment Systems, Inc. 406 Laurinq Lane Monticello, MN Dear Gary: Enclosed find a sketch of our typical partition wall system for Fulfill.mont Systems, Inc. Pleaso call with any questions. Sincerely, R. J. RYAN CONSTRUCTION, INC. Ron Ryan RR: In Enclosure do I t' 4 V.Toe X DQiWAtt t q STuO.ta4 t RV YQfIS CITY OF MONTICELLO ICalledin DATE TIME INSPECTION NOTICE lComp ;ad 11° PERMIT#: ADDRESS: _ IUly LOUIV1v I_Qvu OWNER: IlrM PHONE #: CONTR House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Baccfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. 1, l, 4i51 Ill) Wk ) N J INSPECTION RESULTS: REASONS: Inspector: GN Approved -.Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO INSPECTION NOTICE ICalledin DATE TIME I 1Scheduled y PERMIT #: Approved --Proceed ADDRESS: T(U((U/ .L1uYt' r^QV-(, 1 OWNER: V 1`1.1'II' C PHONE #: No Permit Issued CONTR: Stop Work House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOC RECORDED ON LEGAL PADS. n k-1 r 11 INSPECTION RESULTS: REASONS: - Inspector: GR Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work I;] Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO ICalledin DATE TIME INSPECTION NOTICE lCo d tea' ' jl PERMIT #: ADDRESS: iIJ I QUYI- La e OWNER: 1,0" A'R M .ckl —. PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: 1NPORMATION DUPLICATED FROM INSPECTOR'S LOC RECORDED ON LEGAL PADS. I n-) A r l rrL molr" 1 INSPECTION RESULTS: REASONS: • Inspector: C Pt Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO (Called in DATE TIME ischduledINSPECTIONNOTICEIComepltd ;; M34 ' 1 PERMIT #: 1— ADDRESS: r I V (v )— CLU Vi t1 - Lo LILL- OWNER: PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. INSPECTION RESULTS: REASONS: Inspector: GR Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO ICalled in DATE TIME INSPECTION NOTICE lCoptd y' PERMIT #: (' i l " IJ ADDRESS: NI9 LGv t OWNER: PHONE #: ( CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOC RECORDED ON LEGAL PADS. au MA (A INSPECTION RESULTS: REASONS: Inspector: R Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295.3060 for the next inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO ICalledin DATE TIME INSPECTION NOTICE lCompiad `' rr ,n, pp PERMIT #: 91 rclJ 5b Work Not Ready ADDRESS: ?O D L c vl k- LQAL, t OWNER:( rn PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation -Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOC RECORDED ON LEGAL PADS. INSPECTION RESULTS: REASONS: • Inspector: GN Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours in advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO ICalled in DATE TIME , IScheduled , INSPECTION NOTICE (Completed , PERMIT #: C)LA-1 JU ADDRESS: D D( lvl u , LQ Vk OWNER: flkA40V11 VKt1v PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMAT10N DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. 11 ft INSPECTION RESULTS: REASONS: Inspector: GR Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295.3060 for the next inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO Called in DATE TIME INSPECTION NOTICE 1 mp d ' PERMIT #: Unable to Inspect ADDRESS: Low n Kc. Low— OWNER: V 19V 10 () PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. INSPECTION RESULTS: REASONS: - Inspector: GN Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO (Called in DATE TIME INSPECTION NOTICE roma cheduled ' PERMIT #: ADDRESS: lC> LQti- LAVIt. OWNER: PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOC RECORDED ON LEGAL PADS. INSPECTION RESULTS: REASONS: Inspector: GN Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next Inspectlon 24 hours In advance. INSPNOTC.WK4: 09/05195 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO ICalledin DATE INSPECTION NOTICE /Comp ;ad PERMIT #: JJR, 6Y ADDRESS: 1A(0: LOXY-ISI LQnf_ OWNER: PHONE #: CONTR House Footings Garage Footings Floor - Basement Floor - 3rd Level Other COMMENTS: Foundation - Formed Foundation - Backfill Framing Insulation Sheetrock Plumbing Rough -in Plumbing Final Mechanical Rough -in Mechanical Final Building Final INFORMATION DUPLICATED FROM INSPECTOR'S LOC RECORDED ON LEGAL PADS. I INSPECTION RESULTS: REASONS: • Inspector: GR Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours in advance. TIME j I 1 INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO (Called in DATE TIME INSPECTION NOTICE (Coma ad "'k`' I PERMIT #: ADDRESS: L-Qta,riv 1_(aw OWNER: PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings p Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level p Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. INSPECTION RESULTS: REASONS: • Inspector: GN C] Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy p Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05195 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO lCalled in E TIME INSPECTION NOTICE Scheduled , lComoleted PERMIT#: Garage Footings l ^i tADDRESS: t U D,, L1111R . I_((Qt OWNER: llS!Q Y V1 J PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. wvt ,s itl INSPECTION RESULTS: REASONS: Inspector: GN Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO (Called in DATE TIME INSPECTION NOTICE lComotd °t i' 1 PERMIT #: A IIJ ADDRESS: ` olp L C,.t (Vi VLy III n OWNER: PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOC RECORDED ON LEGAL PADS. Wc,.\,\Ar, INSPECTION RESULTS: REASONS: Inspector: QR Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next inspectlon 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELL.O (Called in DATE TIME ard °' ` ``INSPECTION NOTICE rom PERMIT #: ADDRESS: `7 p ! O UY)-,j, Lo Vv OWNER: PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in p Garage Footings Foundation - Backfill Plumbing Final Floor - Basement p Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOC RECORDED ON LEGAL PADS. 0\.ck,\v \ \h0.. A ,r.,, : k rec.A INSPECTION RESULTS: REASONS: • Inspector: GN App roved -•Proceed Work Not Ready C] Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy p Correct Work --Cell p Unable to Access for Inspection Cell 295-3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO INSPECTION NOTICE PERMIT #: H -[ Jif ADDRESS: (h LCL\\Yl Io YI.0 _ OWNER: PHONE #: CONTR: I DATE TIME J Called in IScheduled O 1 r, 15 `I I Completed House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. l.c ll.• 1.u., t.r,al.n,.c a 3 C-nr\<re\-r Glom— Dou INSPECTION RESULTS: REASONS: • Inspector: GR Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work. -Call Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours in advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO INSPECTION NOTICE PERMIT N: PA -b% ADDRESS: LCum-1w Ln i, t OWNER: PHONE #: CONTR: I DATE TIME j Called in J IScheduled Completed J House Footings Foundation - Formed Plumbing Rough -in Garage Footings p Foundation - Backfill Plumbing Final p Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level p Insulation Mechanical Final Other p She9trock p Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. INSPECTION RESULTS: REASONS: Inspector: CSR Approved --Proceed Work Not Ready p Unable to Inspect p No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed p Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO ICalledin DATE TIME IOo;adINSPECTIONNOTICECM PERMIT #: r U " -J ADDRESS: ` bb Lau rt i,2 , Ln , ,p .. OWNER: PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. INSPECTION RESULTS: REASONS:- Inspector: GR Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work -Call Unable to Access for Inspoction Call 295.3060 for the next Inspection 24 hours in advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO ICalled in DATE INSPECTION NOTICE icomea d 1 5trlI PERMIT#: ADDRESS: 4O LCI..I I AAiYI' L - ) OWNER: ` J PHONE #: CONTR House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S IAC RECORDED ON LEGAL PADS. Y Y1J(I'lUY 1 INSPECTION RESULTS: REASONS: Inspector: Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work. -Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours In advance. TIME I I I INSPNOTC.WK4: 09105195 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO (Called in DATE TIME INSPECTION NOTICE lCo t ` 1 PERMIT #:, ADDRESS: Lo-LAYIVk LULL OWNER: PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Shestrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. 1 I n1 r u'q. . INSPECTION RESULTS: REASONS: Inspector: GIN Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295.3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO lCalled DATE TIME j Work Not Ready in No Permit Issued INSPECTION NOTICE Scheduled I IAS /j T Correct Work --Proceed Do Not Occupy Completed PERMIT #: ADDRESS: "ftl L-,cU..lYYLL OWNER: PHONE #: CONTR House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. A -A 14 w 11,61f I 1 INSPECTION RESULTS: REASONS:. Inspector: Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next inspection 24 hours in advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO ICalled in DATE TIME INSPECTION NOTICE ICOmeaed ' x sv PERMIT #: dd ADDRESS: L ofa LGUVih (rvlQ OWNER:u PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LAG RECORDED ON LEGAL PADS. Call 295.3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Situ Notice TS SrL, rA,r.P 1a" 0 I ' INSPECTION RESULTS: REASONS: Inspector: GR Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295.3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Situ Notice CITY OF MONTICELLO (Called in DATE TIME iso;ad`INSPECTION NOTICE mJ i PERMIT #: ADDRESS: /0(c La.0 I_00 OWNER:" >(1 mS PHONE #: `= l CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. Yia 6w1u J INSPECTION RESULTS: REASONS: • Inspector: GN Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Cell 295-3060 for the next Inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO (Called in DATE TIME 1C a ed 'lINSPECTIONNOTICEmam PERMIT #: D`1— ADDRESS: 4)I, Q U Yi i LQ v. TOWNER: PHONE #: CONTR: House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -In Floor - 3rd Levet Insulation Mechanical Final Other Sheetrock p Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. INSPECTION RESULTS: REASONS: , Inspector: GN Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Corroct Work --Call p Unable to Access for Inspection Call 295-3060 for the next Inspection 24 hours in advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO (Called in DATE TIME INSPECTION NOTICE lCoeoeted 2 1 PERMIT #: ADDRESS: 4 rin l n t I unj OWNER:S. \ J PHONE #: CONTR House Footings Foundation - Formed Plumbing Rough -in Garage Footings Foundation - Backfill Plumbing Final Floor - Basement Framing Mechanical Rough -in Floor - 3rd Level Insulation Mechanical Final Other Sheetrock Building Final COMMENTS: INFORMATION DUPLICATED FROM INSPECTOR'S LOG RECORDED ON LEGAL PADS. t INSPECTION RESULTS: REASONS: • Inspector: GN Approved --Proceed Work Not Ready Unable to Inspect No Permit Issued Stop Work Corrections Not Done Correct Work --Proceed Do Not Occupy Correct Work --Call Unable to Access for Inspection Call 295-3060 for the next inspection 24 hours In advance. INSPNOTC.WK4: 09/05/95 White/Inspector File Yellow/Site Notice If wrdtf trate oaf Orrulpaurg 044 of nuiNmTr•ns,in P 'atpurt nd of llutlbtq jupprtinn This Certificate issued pursuant to the requirtmrnts of -Section 306 of the Unifom. Building Code certi fging that at thrtime of issuance this. structure wasin.com pliance with tbrvarious ordinances of thtEity,regulating building construction or use. Forthe following: UKC4ssifXdion s.jyr,pl„rt„„r,j,,, nnildinn Bldg. Permit No. A4 --4!',A I Gt+wF,y. Type Conoructionvv Firi lar- s he 7enr i OwnerotBuildingfypr- , rnn address dur,, r.- rr,,,, r.: , Building Address_dinr• z w—w" f,". Locdity Mnhr^' nl_(y n r.ua,t s Building Officiol Date: , •.,,. vi s owA PWS /w A CCWMCVM NAC9 won no.,