Loading...
HomeMy WebLinkAbout16-0846 206 Gem St S Plans _�q Generated by COMcheck-Web Software b1 611� n8/1, Envelope Compliance Certificate Section 1: Project Information Energy Code: 2009 IECC Project Title:AnderSons, Inc. Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Building Location(for weather data): Twin Falls, Idaho Climate Zone: 5b Vertical Glazing/Wall Area Pct.: 3% Building Use:Activity Type(s) Floor Area 1-Wholesale Warehouse(Warehouse): Nonresidential 4431 Section 2: Env top Assemblies and Requirements Checklist code.'Envelope PASSES:Design 10%bet,er than Envelope Assemblies: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorial Perimeter Roof:Metal Building,Screw Down,[Bldg.Use 1 -Wholesale 5427 19.0 11.0 0.047 0.055 Warehouse] Ext.Wall:Metal Building Wall,Double Layer Mineral Fiber,[Bldg. 3136 25.0 0.5 0.057 0.069 Use 1 -Wholesale Warehouse] Window:Metal Frame,Thermal Break,Perf.Type:Energy code 48 --- --- 0.650 0.550 default, Double Pane with Low-E,Tinted ,SHGC 0.60,PF 0.89, [Bldg.Use 1 -Wholesale Warehouse] Door:Insulated Metal,Swinging,[Bldg.Use 1 -Wholesale 42 --- -- 0.070 0.700 Warehouse] Door: ,Perf.Type:Energy code default,Double Pane with Low-E, 43 -- — 0.800 0.800 Tinted,SHGC 0.60,PF 0.89,[Bldg.Use 1 -Wholesale Warehouse] Door: Insulated Metal,Non-Swinging,[Bldg. Use 1 -Wholesale 265 --- -- 0.062 0.500 Warehouse] Floor:Unheated Slab-On-Grade,Vertical 4 ft.,[Bldg.Use 1 - 301 --- 5.0 --- --- Wholesale Warehouse] (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. ❑ 5. 'Other'components have supporting documentation for proposed U-Factors. ❑ 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. ❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. Project Title:AnderSons, Inc. Report date: 04/19/16 Data filename: Page 1 of 2 ❑ 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: ❑ Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance. LJ Doors that open directly from a space less than 3000 sq.ft.in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. ❑ Doors opening directly from a sleeping/dwelling unit. Section 3: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck-Web and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Project Notes: AnderSons,Inc.Addition and Remodel Project Title:AnderSons, Inc. Report date: 04/19/16 Data filename: Page 2 of 2 EXHIBIT"A" MATERIALS PAGE#1 OF 3 • CC PRINT DATE 4/22/2016 V TESTI NG M:\PROPOSALS\CONSTRUCTION\l6 PROPOSALS\TWIN FALLS\160677- INSPBCTION ANDERSONS,INC.EXPANSION AND REMODEL,TWIN FALLS,ID.DOCX ❑ Environmental Services ❑Geotechnical Engineering ❑ Construction Materials Testing ❑Special Inspections RICHARD CREASON PHONE:(208)232-3741 MYERS ANDERSON ARCHITECTS FAX:(208)232-3782 101 North Main St E-MAIL:richard_creasongmyers-anderson.com Pocatello,ID 83204 Re: Testing and Inspection Services for the Proposed Project: AnderSons,Inc. Expansion and Remodel, Twin Falls,ID The enclosed cost proposal has been prepared for your review and evaluation. Materials Testing & Inspection, Inc. (MTI) appreciates the opportunity to submit this estimate to provide materials testing and inspection services on the above referenced project. The estimate is based on our review of plans, specifications, similar projects, and 2012 IBC requirements. Due to a construction schedule not being available at the time of this estimate being prepared, the estimate is based on a presumed construction schedule. If the construction schedule does not follow MTI's estimated production rates and schedule, the quantities and number of trips required will vary. Please review the number of trips and quantities to insure that each item follows your construction schedule/production rates. Variances from our estimate and your schedule/production rates will be billed at the indicated unit rates. The result may be a decrease or increase in the total testing and inspection costs. Scope of services for the project has been outlined below: 4,815 SF Pre-Engineered Metal Building/Expansion - The Scope of Services includes; 1) soils testing and inspection, 2) concrete testing and inspection, and 3) epoxy bolt/dowel inspection. The scope may be adjusted based on the actual special inspection requirements Costs will be dependent on the actual number of trips/time for testing and inspections. A detailed explanation of testing/inspection items for each phase of construction has been provided below: • Soils—Compaction testing will be performed during the 5 planned trips to the project site for this item. In addition, MTI will perform 1 geotechnical observation after stripping activities have taken place to confirm footing bearing surfaces. Please note MTI's rate for "Soils Field Density Technician" includes: Qualified MTI inspector equipped with their assigned nuclear densometer (soil density gauge). *MTI does not charge for individual density shots taken. • Concrete — "Special Inspection" of reinforcing steel and concrete is required. Inspection of reinforcing steel and testing of concrete will be performed during the 10 planned trips to the project site for placement of thickened slab, footings, foundation/retaining walls, columns/piers, landings, concrete stairs, ramp, dock, and exterior concrete flatwork. One set of 4 concrete cylinders will be cast for each 100 cubic yards, or fraction thereof, of each concrete mix placed each day. Please note testing of slump, air, and temperature are included within MTI's rate for "Concrete Inspector': • Epoxy Bolting/Doweling—Special Inspection of Epoxy Bolting/Doweling is required. Inspections will be performed on a continuous basis during the 3 planned trips to the project site for this item to verify the type of epoxy, bolts, dowels, depth of bolt/dowel holes, and the cleanliness of the drilled holes as required by the specifications of the project and the manufacture of the epoxy that will be used. Installation instructions will be confirmed and monitored during the placement of epoxy bolting/doweling. 2283 Wright Avenue,Suite A• Twin Falls,ID 83301 • (208)733-5323 • Fax(208)733-0564 mti@mti-id.com 9 www.mti-id.com Rev.March 2016 EXHIBIT"A" MATERIALS PAGE#2 OF 3 cc PRINT DATE 4/2 212 0 1 6 &TESTI NG M:\PROPOSALS\CONSTRUCTION\16 A PROPOSALS\TWIN FALLS\160677- INSPECTION ANDERSONS,INC.EXPANSION AND REMODEL,TWIN FALLS,ID.DOCX ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Project Management — Project management and engineer oversight will be provided as required to manage the project and prepare formal reports. Services will generally include the following: attending project meeting, scheduling appropriate field personnel and providing oversight, processing of reports, reviewing project mix designs, reviewing construction documents, preparing invoices, and providing a communication link between project team members. It is MTI's intention that our services will complement your efforts towards maintaining the highest standards of quality. Please let us know if you require additional information. We thank you for considering our firm and look forward to working with you on this project. Respectfully Submitted, Materials Testing& Inspection, Inc. LaVaun Jaur gui Estimator 2283 Wright Avenue,Suite A• Twin Falls,ID 83301 (208)733-5323 • Fax(208)733-0564 mti@mti-id.com a www.mti-id.com Rev.March2016 EXHIBIT"A" MATERIALS PAGE#3 OF 3 CC PRINT DATE 4/22/2016 &TESTI NG M:\PROPOSALS\CONSTRUCTION\16 PROPOSALS\TWIN FALLS\160677- INSPECTION ANDERSONS,INC.EXPANSION AND REMODEL,TWIN FALLS,ID.DOCX ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Services & Fees The following estimate ofservices is based on current MTI standard rates and estimated project quantities. Inspection and testingtimes are based on historical averages. They will be dependent on the contractor's schedule of activities and changes in project scope or requirements. If no cost is shown,the associated service item has not been included or will be provided by others. Work performed outside the hours of 8:00amto 5:00pm or Saturday or Sundays will be at 1.5 x billing rate.Work performed on government recognized Holidays will beat 2 x billing rate. Billingtime is portal to portal. This is a time and materials quote. CODE ITEM #of #ofTrips Units UNIT RATE Totals SOILS TESTING&INSPECTION 33380 Soils Field Density Technician D2922/6938 5 10 HR $45 $450.00 92684 Proctor D698,D1557/T99,T180 2 EA $150 $300.00 92801 Sieve-Coarse&Fine C117,C136/T11,T27 2 EA $80 $160.00 92063 AtterbergLimitsD4318/T89,T90 EA $100 $0.00 66610 Subgrade Inspector 1 2 HR $80 $160.00 33340 Sample Pick Up 1 2 HR $45 $90.00 Sub-Total $1,160.00 CONCRETE TESTING&INSPECTION 33040 Concrete Inspector 10 20 HR $45 $900.00 33140 Epoxy Bolt/Dowel Inspector 3 6 HR $45 $270.00 92243 Concrete Cylinders C39/T22 40 EA $15 $600.00 33080 Cylinder Pick Up 10 20 HR $45 $900.00 Sub-Total $2,670.00 ASPHALTTESTING&INSPECTION 33020 Asphalt Field Density Technician D2922 HR $45 $0.00 33060 Coring HR $125 $0.00 92018 Bulk Specific Gravity,Dia meter,Thickness D2726/T166 EA $SO $0.00 92009 Asphalt Content-Ignition Method D6307/T308 EA $125 $0.00 92594 Mechanica I Ana lysis D5444 EA $75 $0.00 92747 Specific Gravity-Theoretical Max(Rice)D2041/T209 EA $100 $0.00 Sub-Total $0.00 MISCELLANEOUS ITEMS 88260 Project Manager 3 HR $75 $225.00 91300 Mileage-No Mileage Charged EA $0.68 $0.00 81130 Summary Inspection Report HR $85 $0.00 Sub-Total $225.00 Estimated Project Total: $4,055.00 Note • If necessary please dismiss any items in the estimate above that will not be considered for satisfying this projects quality control requirement. • MTI's rates include the use of all of our testinz equipment durinm performance of our services • This estimate does not include asphalt site work construction. However, if said inspections arc deemed necessary MTI may provide them upon request at an additional cost. The individual signing below represents and warrants that he/she has full authority to enter into this Agreement on behalf of CLIENT. By signing below, CLIENT is acknowledging and agreeing to Materials Testing and Inspection's Terms and Conditions (or available upon request). If the individual below lacks such authority, he/she shall be personally responsible for payment of obligations under this Agreement. IN WITNESS WHEREOF,the parties hereto have executed this Agreement as of the date indicated above. Materials Testing&Inspection,Inc. Signature: Signature: Print Name&Title: Print Name&Title: Date: Date: (EOE/AA/MFDV) 2283 Wright Avenue,Suite A• Twin Falls,ID 83301 • (208)733-5323 • Fax(208)733-0564 mti@mti-id.com 9 www.mti-id.com Rev.March 2016 HIEF BUILDINGS P.O.Box 2078 300 Canopy St.,Ste 200 1821 S.North Road Lincoln,NE 68508 Grand Island,NE 68802-2078 Phone(402)323-5600 Phone(308)389-7200 FAX(308)389-7370 May 25, 2016 Re: Chief Order No. B3013068 Description: 80'-0"x 60'-0"x 14'-0" Gable Builders Name: Petersen Brothers Construction Building Owners Name: Andersons Inc. Jobsite City, State: Twin Falls, ID To Whom It May Concern: Please accept this letter as certification that the Chief components, produced for the above described project to be furnished to Petersen Brothers Construction, for Andersons Inc, Twin Falls, ID, have been designed for the following criteria as specified by Purchaser in the order documents: IBC Risk Category II Seismic Roof Live Load 20 psf Spectral Response Short Periods(S.) 20.92% (Tributary Area Reduction Not Allowed) Spectral Response 1 s Period(Si) 8.13% Collateral Load 3 psf Seismic Importance Factor 1.0 Ground Snow Load(Pe) 30 psf Design Category B Exposure Factor (Ce) 1.0 Site Class D Thermal Factor(Ct) 1.0 Seismic Resisting System Importance Factor(1) 1.0 Longitudinal Direction Steel System(R=3.0) Flat Roof Snow Load(Pf) 21 psf Lateral Direction Steel System(R=3.0) Minimum Roof Snow 20.0 psf Seismic Response Coefficient(CS) 0.074 Building Enclosure Partially Enclosed Spectral Response Parameter Short Period(Sos) 0.223 Ultimate Design Wind Speed(V,,t) 115 mph(GCpi t 0.55) Spectral Response Parameter 1 s Period(So,) 0.130 Nominal Design Wind Speed(Vasd) 89.1 mph Analysis Procedure ELF Exposure Category C Base Shear 3,270 lbs. Wind Pressure(q) 24.46 psf Other Loads: (2) 310 lbs.RTU's and applied in accordance with the IBC 2012 Building Code. The design of Chief structural steel components is in accordance with the provisions of the NASPEC 2007 AISI Standard and the 14th Edition of AISC. These Chief components as supplied, when properly erected as furnished, on an adequate foundation, will meet the loading requirements supplied to Chief by Purchaser in accordance with good engineering practices. This certification does not cover field modifications nor does it cover materials furnished by someone other than Chief Industries, Inc.; nor the connection between Chief components and those manufactured or supplied by someone other than Chief Industries, Inc. Chief design and detailing facilities: Grand Island, NE and Lincoln, NE. Chief Fabrication facilities: Grand Island, NE and Rensselaer, IN. L FN S'ncerel ST � Ihi S. Bleier, P.E. 16597 ineering Manageref Industries, Inc. - Buildings Division �q�F OF J B/rn f � GENERAL NOTES: SHEET INDE)(: c I. CONTRACTOR SHALL HAVE:A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER WITH AN APPROVAL DESCRIPTION R E C E I V E D SHEET NO. + STAMP BY THE,CITY AT THE W'ORKSITE.2. ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN CIVIL NOTES C0.01 FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. GRADING & DRAINAGE PLAN J11N 2 4 20�6 C1.01 in iw 3. THE AND ALL CONTRACTOR.SHALL HAKE ALL NECESSARY AND PROPER PRECAUIINSTO F DEBCT ADJACENT PROPERTIES FROM - - SITE PLAN C euOFTWINEt� C2.01 L ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND MISCELLANEOUS DETAILS C5.01 ALL WORK IN CONNECTION NTH SITE CONSTRUCTION.THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE M RESPONSIBLE FOR THE CLEAN-UP AND REMOVALFROM THE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY - A THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED SANITARY SEWER NOTES: BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB-SITE. 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STD'S., THE IDAHO STANDARDS FOR 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE.LIMITS.OF THIS PROJECT IT IS THE CONTRACTOR'S PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN FALLS AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE. _ a RESPONSIBILITY TO PROIECi AND/OR HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STD'S. -5. CONTRACTOR SHALL PROVIDEALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION STRUCTION 2, SEWER MAINS ONLY TO BE LAID IN SEWER TRENCHES .VICINITY.SKE•i14 AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. 3.ALL LATERALS 7O BE LAID AT NOT LESS THAN THE MINIMUM SLOPES AS SHOWN 7N THE AFOREMENTIONED STANDARDS. - ,CH: 6. CONTRACTOR SHALL REMOVE AND.SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION AS PER THESE PLANS ANY ADDITIONS,WHERE DESIGNATED ON THE CNSIRUCTON PLANS AS REQUIRING FILL MATERIAL FILL SHALL BE PLACED AND DELETIONS OR CHANCES SHALL FIRST MEET NTH THE WRITTEN APPROVAL OF THE CONTROLLING AGENCIES. n.ts. ® $ COMPACTED BY METHODS APPROVED BY THE.CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL 5. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE W11H STANDARDS. SDR 35 PVC PIPE • ,_ B c .: STRIPINGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY.THE ENGINEER 6. ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED OUT OF ASTM 3034-89, . +, y •,. OR DISCARDED OFF-SITE A7 THE CONTRACTORS EXPENSE. 7. A MINIMUM OF 5 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR SEWER MAINS LOCATED ABOVE PRESSURE ••.a Z EXIS77NG UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IRRIGATION MAINS AND FOR INSTALLATIONS WHERE AN 18 INCH VERTICAL SEPARATION IS AVAILABLE A 3 FOOT „ •• •R ^ L e c SHALL BEAR FULL RESPONSIBILITY FOR THE PR07EC71N OF U77LI77ES AND THE ENGINEER BEARS NC RESPONSIBILITY HORIZONTAL SEPARATION IS ALLOWED IF THE SEWER MAIN IS INSTALLED BELOW THE PRESSURE IRRIGATION MAIN.AT FOR UTILITIES NOT SHOW ON THE PLANS OR NOT IN THE LOCATION SHOWN N THE PLANS THIS INCLUDES ALL a •R CROSSINGS THE ORDER OF MAINS FROM LOWEST 70 HIGHEST ELEVATION SHOULD BE AS FOLLOWS: SANITARY SEWER SERVICE LATERALS OF ANY KIND. a MAIN,PRESSURE IRRIGATION MAIN,AND THEN POTABLE WATER MAIN.A MINIMUM OF 18 INCHES VERTICAL SEPARATION $ & POWER/UGHr POLES AND/OR OTHER EXISTING FACIL177ES NOT IN PROPER LOCATION BASED N PROPOSED ;'• I BETWEEN EACH OF THESE U71LI77ES SHALL BE PROVIDED(OUTSIDE PIPE TO OUTSIDE PIPE).IF 18"VERT.SEPARATION IS IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. - L: xM 1 s 2 d a NOT POSSIBLE,SUPPORT TO PREVENT SETTLING AND INSTALL PER WATER SEPARATION NOTES 9. AFFECTED UTILITY.COMPANIES SHALL BE N077FIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGUNE'48 HOURS PRIOR TO COMMENCING WORK. ,I/ UO7 -. L 9co 10.MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. IDAPA SH.OI;OS.SY2 (+EPARAI+ION OF 11.THE CONTRACTOR SHALL TAKE REASONABLE MEASURES i0 PROTECT EXIST.IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CNTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. POTABLE,NON-POTABLE,AND RAW WATER PIPELINES - 12.ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER TAKES NO 07. - W A THE REQUIREMENTS ., RESPONSIBILITY FOR ANY DENATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. FOR THE PROTECTION A A FROM C I ATION BY NON-POTABLE PIP ONES ARE DESCRIBED . 13..IDAHO CODE 39-118 REQUIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(IDEQ)APPROVAL PRIOR TO CONSTRUCTION. IN SUBSECTIONS 542.07.o. THROUGH 542.07.c.FOR THE PURPOSES OF SUBSECTION 542.07, THE TERM PROJECT cn Q - LOCATION li IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE 'PIPELINE"APPLIES TO BOTH MAINS AND SERVICES.'THE DEPARTMENT WILL USE THE MEMORANDUM OF U ° 14.ALL APPROACH RADII ARE TO BE 20'TO FACE OF CURB.UNLESS OTHERWISE NOTED.RETURN RADII AT CULDESACS-ARE UNDERSTANDING WITH THE PLUMBING BUREAU AS GUIDANCE IN DETERMINING THE RELATIVE RESPONSIBILITIES - TO BE'20'TO FACE OF CURB.ALL VALLEY GUTTERS ARE TO BE 6'WIDE UNLESS OTHERWISE NOTED. FOR REVIEWING SERVICE LINES. THE CONDITIONS OF SUBSECTIONS 542.07.a..AND 542.OZb.SHALL APPLY TO t -15.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED 70 HAVE A MINIMUM OF 3 HORIZONTAL FEET ALL POTABLE SERVICES CONSTRUCTED OR RECONSTRUCTED AFTER APRIL 15,2007 AND WHERE THE _y OF CLEARANCE FROM FINISHED LIP OF GUTTER. DEPARTMENT OR THE OLPE IS THE REVIEWING AUTHORITY.RAW WATER PIPELINES MUST BE PROTECTED FROM �.LL r •• o CONTAMINATION FROM NON-POTABLE PIPELINES,AND MUST NOi CONTAMINATE POTABLE PIPELINES THEY 16.PIPETRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY WITH THE AFOREMENTIONED .SHALL THEREFORE MEET EQUIVALENT SEPARATION DISTANCES SHOWN BELOW FROM EITHER POTABLE OR o W B STANDARDS. NON-POTABLE PIPELINES. o ¢ p^ a 17,IT IS THE CONTRACTOR'S RESPONSIBILITY.TO FILL OUT AND SUBMIT A N0710E OF INTENT(NOI)TO EPA AND HAVE A (4-4-13) htttpp://Cfpub.spY OF THE POLLUTION vinnpdeslst�ormwa srlcgp.cfm PLAN LQUESTIONABLE AT S{REGARDINGSTE PTHIISS REQUI TO REMENT MAY BE REFFEERRRED 70 BSTE a'. PARALLEL INSTALLATION REQUIREMENTS. (5-8-09) WATER MAIN DISINFECTION.NOTES:. •(-, _ „__,_._^� •�� �$ I MISHA VAKOC OF EPA AT. (206)553-6650.CONTRACTOR 70 SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN I. POTABLE MAINS IN RELATION TO NON-POTABLE MAINS. (5-8-09) - FALLS - A. CLEAN AND DISINFECT WATER-DISTRIBUTION PIPING AS FOLLOWS: ,..,,�, <; .• 3 18.DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&.COSTS INCURRED (1) GREATER THAN TEN(10)FEET SEPARATION: NO ADD17INAL REQUIREMENTS (4-4-13) ,.1. PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN •,- - "' ` W cg WILL BE THERESPNSIBILITY OF THE CONTRACTOR. ALTERED,EXTENDED OR REPAIRED BEFORE USE. % d 19.TRAFFIC CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL TO THE CONTRACT AND BE THE RESPONSIBILITY OF.THE ((2)) TEN((1O FEET TO SIX((6)FEET SEPARATION: SEPARATE TRENCHES WITH THE BOTTOM OF 2 USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDIC110N OR IF THE POTABLE MAIN AB THE THE TOP OF TIfE NON POTABLE MAIN,AND NON POTABLE MAIN CONS UCTED CONTRACTOR.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN i0 THE PROJECT ENGINEER PRIOR 70 WITH POTABLE WATER CLASS PIPE. (4-4-13) METHOD IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION,USE PROCEDURE PRESCRIBED IN .�04 oo COMMENCING WORK. NFPA24 FOR FLUSHING OF PIPING.FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY ]z mm i m n (3) LESS THAN SIX(6)FEET SEPARATION: DESIGN ENGINEER TO SUBMIT DATA TO THE WATER DOES NOT APPEAR AT POINTS OF OUTLET. W m t o UTILITY SERVICE NOTES: DEPARTMENT FOR REVIEW AND AP OVAL SHOWING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH 3. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR,IF U r- AND THE ENVIRONMENT, IN TO NSTRUCTED OF TABLE OT IBED .1. ALL WATER AND P.I.SERVICE LOCATIONS 70 BE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED GRAD MTN THE BOTTOM OF THE�PO ABLE MAIN BOVEBTIEOTOP OF THE NON-PO ABLE WATER PIPE4A4D13 METHOD C651NOR DOEASRFOLLOWS;AUTHORITIES.HAVING JURISDICTION,USE PROCEDURE DESCRIBED IN ABBREVIATIONS: , � 1,6 TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN.WHERE OFFSETS ARE NOT GIVEN THE CONTRACTORSHALL INSTALL E ( ) a. FILL SYSTEM OR PART OF SYSTEM.NTH WATER/CHLORINE SOLUTION CONTAINING AT LEAST 50 AB AS-BUILT z THE:WATER OR P.I.SERWCE BOX SO THAT THE FACE OF THE RISER IS LOCATED 12"TO 18"FROM BACK OF SIDEWALK. (4) NON-POTABLE MAINS.ARE PROHIBITED FROM BEING LOCATED iN THE SAME TRENCH AS PPM OF CHLORINE; ISOLATE AND ALLOW TO STAND FOR 24 HOURS. ADD'L 'ADDITIONAL „ ALL SEWER SERVICES.TO BE INSTALLED TO STATIONS AND OFFSETS SHOWN. POTABLE MAINS. (3-30-07) b. AFTER STANDING TIME,FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHORINE REMAINS APPR.ALA APPROACH IN WATER COMING FROM SYSTEM. BM BENCH MARK r 2.ALL SEWER SERVICE SLABS SHALL BE LOCATED STANDARDS. FENCE POST,PAINTED GREEN..SERVICE STAMPS ON CURB 5 PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZEp AINS OR LINES CONTAINING a SUBMIT WATER.SAMPLES IN STERILE BOTTLES 70 AUTHORITIES HAVING JURISDICTION,ONE SAMPLE CB CATCH BASIN +- SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS. (d NON-POTABLE FLUIDS SHALL BE NO CLOSER HORIZONTALLY THAN.TEN 10 FEET FROM.POTABLE.MAINS. CBU CLUSTER BOX UNIT AFTER AND A SECOND AFTER FIRST SAMPLE ISCOLLECTED.REPEAT•: (4-7-11) PROCEDURE IF.BIOLOGICAL.EXAMINATION SHOWS EVIDENCE OF CONTAMINATION. COIF CL or FE CITY O LINE WATER NOTES: - B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES. "CONST CONSTRUCT 1. It. NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES,NEW POTABLE ( • 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES S7D'S,THE IDAHO STANDARDS FOR SERVICES IN RELATION TO NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION T CF CUBIC FEET PUBLIC WORKS CONSTRUCTION,THE UNIFORM PLUMBING:CODE,THE CITY OF TWIN FALLS AND ALL OTHER APPLICABLE POTABLE MAINS. �5-8-09) FLUSHING NOTE: FLUSHING SHALL OCCUR FROM<INSERT FLUSHING SOURCE HERE>AND BE CARRIED IN A - CY CUBIC YARD AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE FIRE HOSE TO THE 4NSERT DISPOSAL LOCA77ON HERE>.UNDER NO CIRCUMSTANCE SHALL FLUSHING:WATER.BE OW or D/yy DRIVEWAY CONTENTS OF THESE STANDARDS. (1) GREATER THAN SIX(6)FEET SEPARATION: NO ADDITIONAL REQUIREMENTS 13ASED ON ALLOWED TO ENTER WATERS OF THE US:,. f11vG DRAWING 2.NO OTTER UTILITY LANES MAY BE PLACED IN THE SAME TRENCH WiTH WATER LINES. SEPARATION DISTANCE. (5-8-09) EA or EOA EDGE OF ASPHALTEL or ELEV ELEVATION V 3.ANY CONFLICT NTH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO-TIE ATTENTION OF THE ENGINEER. � - � FOC FACE OF CURB 4. ALL WATER MAIN SHALL BE AWWA C900,CLASS 150 PIPE:AND DISINFECTED IN ACCORDANCE W/AWWA SPEC.C-601. �2) LESS TECT PUB(6) EA T SEPARATION: DESIGN ENGINEER TO SUBMIT DATA THAT THIS LEGEND: INST L CTE WILL PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AND NON-POTABLE SERVICE FHYD or FH FIRE HYDRANT 5. COMPONENTS,MATERIALS AND DISINFECTING CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM INSTALLATIONS, CONSTRUCTED.WITH POTABLE WATER CLASS PIPE - - (5-8-09) PROPOSED EXISTING FG FINISHED GRADE INCLUDING SERVICE LINES,MUST BE COMPLIANT NTH ANSI/NSF STANDARD.60/61.INCORPORATED MATERIALS SHALL PROPERTY BOUNDARY FL FLOW LINE 3 - NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN THE SAME THENCH AS GB GRADE BREAK , ALSO COMPLY WITH LOW LEAD RULES AND CONTAIN LESS THAT OR EQUAL TO 0.25 PERCENT LEAD BY WEIGHT. ( H NON-POTABLE MAINS OR NON-POTABLE SERVICES. (5-8-09) ROADWAY CENTERLINE. - - ---_-_--_-- _ GI or GIRR GRAVITY IRRIGATION W Z Z y 6. MAINTAIN 36"OF FINISHED COVER OVER ALL WATER MAINS WHERE POSSIBLE IN NO CASE SHALL ANYWATERMAIN,BE, EASEMENT LINE INi INTERSECTION H Q 0 ..1 PLACED WITH LESS.THAN 30"AB OF COVER BELOW FINISHED GRADE b. REQUIREMENTS FOR.POTBLE WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER WATER LINE ew -- w WV INVERT 0 H _, 7. ALL WATER AND NON-POTABLE MAINS SHALLMAINTAIN 1 A IN.VEOF. HORIZONTAL SEPARATION:ALL WATER AND .MAINS OR SERVICES. (4-4-13) SANITARY SEWER LINE. e"Ss - --------- IRR IRRIGATIN/IRRIGATION SERVICE y NON-POTABLE MAIN CROSSINGS SIGN DETAIL, S . MIN.-VENT.SEPARATION OR NON-POTABLE COMPLY NTH SHALL BE .STORM SEWER LINE B'so so ISPWC IDAHO STANDARDS FOR PUBLIC Z 'INSTALLED PER MAINLINE SEPARATION DETAIL,SHL INSTALLATION ORDER SHALL COMPLY WITH NOTE NO.7 L IF THERE IS EIGHTEEN 18 INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE WORKS CONSTRUCTION W Z FOR.SANITARY.SEWER NOTES. (( ) PRESSURE IRRIGATION LONE 4"PI PI ! J Q WATER PIPELINE ABOVE THE NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FA GRAVITY IRRIGATION LINE B'GI IRR LF LINEAR FOOT 8. ALL GATE VALVES SHALL BE RESILIENT WEDGE-AWWA APPROVED. AS POSSIBLE FROM THE NON-POTABLE WATER PIPELINE. (4-7-11) LG LIP OF GUTTER 9. GATE VALVES ADJACENT TO TEES AND CROSSES SHALL BE FLANGE X MJ FITTINGS UNLESS OTHERWISE SHOWN.ALL. (( CABLE N LINE -Tv- - CATV LT LEFT MH MANHOLE FIITTINGS FOR PPEEES AND SATTAACHMENTS.VE D FITTINGS WHERE.GATE VALVES ATTACH UNLESS OTHERWISE SHOWN&MJ WATER PIPELINE BELOW THE NON f. IF THERE IS POTABLE18�IPELINE INCHES THEN THE.PO7ABLE PIPELINE JOINTS M MUST BE AS FAR TICAL SEPARATION NTH THE POTABLE FlTELEPHONEBER CLINELINE -PXo- --Ho-- - -- T N/A NOi APPLICABLE U Q W 10.ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SHALL BE OF MATERIALS AND CONSTRUCTION APPROVED BY THE AS POSSIBLE FROM 774E NON-POTABLE PIPELINE,AND THE NON-POTABLE PIPELINE MUST BE SUPPORTED OVERHEAD POWER LINE OHP OHP TUTS NOT TO SCALE d - CITY OF TWIN FALLS.FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE NSF CERTIFIED PRIOR TO THROUGH THE CROSSING TO PREVENT SETTLING. (4-7-11) PC POINT OF CURVATURE INSTALLATION. UNDERGROUND POWER LINE - - -P- uDP PI POINT OF INTERSECTION STAMP •w ° 11.CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION'AS REQUIRED BY Ill. LESS THAN EIGHTEEN(18)INCHES VERTICAL SEPARATION: (5-8-09) GAS LINE c - a PIRR or PI PRESSURE IRRIGATION STANDARDS.. STANDARD CURB&GUTTER POC POINT ON CURVE '.. 12.CONSTRUCTION SHALL NOT INTERRUPT SERVICE,WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFICATION. ROLLED CURB&GUTTER PT POINT OF TANGENCY (1) POTABLE PIPELINE JOINT 70 BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE; SIDEWALK RP RADIUS POINi CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE INSTALLED WITHOUT AGENCY REIMBURSEMENT.ANY AND EITHER: (5-8-09) RE RIGHT - a. I .TEMPORARY SERVICE FEED MUST HAVE PRIOR AGENCY APPROVAL EDGE OF ASPHALT EA REQ'D REQUIRED 14024 13.1WATER MAINS SHALL BE TESTED FOR PRESENCE OF COLIFORM BACTERIA PRIOR TO BEING PUT INTO.SERVICE. SEWER SERVICE 3 3-- RW. RESILIENT WEDGE 14.1THRUST BLOCK BEARING AREAS SHALL CONFORM TO THE LATEST ISPWC STANDARDS AND SPECIFICATIONS.(RE: ISPWC (a) NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE.WATER CLASS PIPE FOR A MINIMUM WATER SERVICE �- Q�i ROW or R/W-RIGHT OF WAY (dn zq2 � STD.DWG.SD-403) - OF TEN(10)FEET EITHER SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION OF IRRIGATION SERVICE- �- SF.SQUARE FOOT 'AEOF POTABLE WATER CLASS PIPE CENTERED ON THE CROSSING; OR (5-8-09) CLEAN-OUT ca O S EI-ONE1. SO STORM SEWER nw PRESSURE IRRIGATION&IRRIGATION NOTES: (b) SLEEVE NON-POTABLE OR POTABLE PIPELINE WITH POTABLE WATER CLASS PIPE FOR TEN BLOW-OFF ASSEMBLY BOO BOO SS SANITARY SEWER/SEWER SERVICE (10)FEET EITHER SIDE OF CROSSING. USE OF HYDRAULIC CEMENTITIOUS MATERIALS SUCH AS CONCRETE AIR-INJECTION ASSEMBLY AI O. - a O STA STATION 1. ALL CONSTRUCTION AND.MATERIALS SHALL BE IN ACCORDANCE WITH.THE IDAHO STD'S FOR PUBLIC WORKS CONTROLLED DENSITY FILL,AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR FIRE HYDRANT C.� STD STANDARD CONTRACrOR SHALL VERIFY ` ALL DIMENSIONS&CONDITIONS w CONSTRUCTION, THE UNIFORM PLUMBING CODE, THE CITY OF TWiN FALLS, THE TWiN FALLS CANAL COMPANY AND ALL SLEEVING. (5-8-09) SEWER MANHOLE ;g� IBM TEMPORARY BENCH MARK SHOWN OR IMPLIED OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TA TOP OF ASPHALT BE AWARE OF THE CONTENTS OF THESE STANDARDS. (2) IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE THE NON-POTABLE PIPE NE IRRIGATION BOX �' TCC TOP OF CONCRETE 2.REFER i0 THE CITY OF TWIN FALLS LATEST ED17ION OF PRESSURE IRRIGATION SYSTEM DESIGN STANDARDS AND MUST ALSO BE SUPPORTED THROUGH.THE CROSSING TO PREVENT SETTLING �5-8-09) CATCH BASIN ® ® TBC, iOC,'TC TOP OF CURB EVERT,HIGHBACK,STD) DRAWING N'SHEEr SIZES TO CONSTRUC7iON SPECIFICATIONS FOR INFORMA71N NOT SHOWN IN THESE PLANS. CURB INLET - ® TRC TOP OF ROLL CURB 2Y'%34'SH@T SIZE 3. ALL PIPE SHALL BE PVC ASTM.D 2241(SDR-PR)CLASS 200,SDR 21 OR BETTER. IV. PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED ALAS OR LINES CONTAINING VALVE pG x TRANS TRANSITION - REVISION DATE I e 4. ALL GRAVITY MAINS,INCLUDING IRRICA77ON MAINS,SHALL BE LAID ELM BY THE CONTRACTOR TO AVOID POSSIBLE NON-POTABLE FLUIDS SHALL BE NO CLOSER VERTICALLY THAN EIGHTEEN�18�INCHES FROM POTAB E GAS METER 01 TY 7FCC TWiN FALLS CANAL COMPANY MAINS. I4-7-11) TYP TYPICAL ALL CONFLICTS WITH PRESSURIZED MAINS. TELEPHONE RISER n n VC VERTICAL CURVE 5. ALL A NON-POTABLEEMAINCRSINGS SHALL MAINS IN ALL18*MIN. A MIN.'S OF 10'AT N OR POTABLE MAION.NS ALL NON-POTABLE AND C. - EXISTING POTABLE SERVICES IN RELATION TO NEW.NON-POTABLE MAINS,EXISTING WELL ® ® VG VALLEY GUTTER POTABLE REQUIRMENTS AS SHALL MAINTAIN TION O. VERS SEPARATION OR NON-POTABLE NO.7 FOR S SHALL BE INSTALLED NON-POTABLE SERVICES IN RELATION TO NEW POTABLE MAINS AND EXISTING POTABLE SERVICES IN POWER POLE $ VPC VERTICAL POINT OF CURVATURE PER THE REQUIRMENTS AS SHOWN.INSTALLATION ORDER SHALL COMPLY WITH NOTE NO.7 FOR SANITARY SEWER RELATION TO NEW NON-POTABLE SERVICES SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.b., GUY ANCHOR � F- E- VP) VERTICAL POINT OF INTERSECTION NOTES WHERE PRACTICAL,BASED ON COST, CONSTRUCTION FACTORS, AND PUBLIC HEALTH SIGNIFICANCE.IF WE VERTICAL POINT OF TANGENCY. 6..PIPE LOCA77NG'WIRE AND IDENTIFYING TAPE SHALL BE INSTALLED WITH ALL PRESSURE IRRIGATION MAINS LOCATING THE DEPARTMENT DETERMINES THAT THERE ARE SIGNIFICANT HEALTH CONCERNS WITH THESE SERVICES, SIGN -O-' T WL-WATERLINE DRAWN WIRE AND TAPE SHALL BE INSTALLED PER ISPWC SECTION 901 IN ADDITION TO THE CITY OF TWIN FALLS PRESSURE SUCH.AS WHERE A LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A SHOPPING CENTER, STREET LIGHT o_0p-o WM WATER METER BY; M.BRANDER w e IRRIGATION STDS.ALL MAIN-LINE PIPING AND APPURTENANCES SHALL BE IN ACCORDANCE NTH'THESE STANDARDS. THEN THE DESIGN SHALL.CONFORM WITH SUBSECTION.542.07.b. (5-8-09) MAILBOX 01 Q' CHECKED BY: C.H RMISON JOB NUMB • 09-15 Ming Plans have PR ECr been reviewed and epproved LY BRUARYg2016 All Construction Suble 9j HE l.i�. Dale �I i • t r � A � t LOT IB OF THE RICE SUBDIVISION S -- LOCATEDIN THE NWY.NWY.OF SS5 .(}ug SECTION22 T. 10 S.,R. 17 E., B.M. TWIN FALLS COUNTY,04HO , 0 5 10 20 o e 2 SCALE IN FEET N $ r m x EXISTING FIRE HYDRANT-, v o o < e . :. RETAIN&PROTECT CLEAN --xx RETAIN,PROTECT& 1/2"RAR u w ELEV.375Z52' SO LINE ELEV.3759.86'1/2"REBAR EXISTING PAVEMENT x— a •°°-' �`o z° �"LSD x—x ----- --- I� AWNING I 375 SD=—'� so 7 i ———— --` � � ��--�--snwcur�nsnNc �---s° sD�_ �— I I i PAVEMENT I SO -----So 1 w �\ /1 --------- --- — �i ' W i RETAIN&PROTECT w w w i w w a 1 o 0 �-3759-- ————.�. - EXISTING SSCO i ��SSLINE ^ ... - 1.. I. I. I !a \ ------ �. RELOCATE UT LINE RETAIN PROTEC PROTECT \ I I RETAIN&PROTECT I i RETAIN& \ \ I \ BY UTILITY PROVIDER - WTR LINE 1 RETAIN PROTECT I CATCH BASIN H ci WATER METER I \ / RELOCATE T T �' •• TELEPHONE RISER e' G �.o v�3 i \ , RELOCATE \ _ c-----�T a GAS METER \ d \ I 1 I �"o REMOVE PLANTER& Z. .\ a I I PLANTINGS INCLUSIVE OF ROOT SYSTEMS REMOVE d "I \ I\ .�' �/ \ ` W m o v /r• : '..CONCRETE&STAIRS . -I 1 1 ,3T '. - i. \ ,U RETAIN&PROTECT I SIDEWALK,CURB&GUTTER ! LLJ W I ANDERSONS, INC. BUILDING I /. II. e 'a a I a'�l � W REMOVE EXISTING .'1 I I W _ 0 REMOVE a .d a ,\ ASPHALT ) j O LOADING DOCK25 , . ><a \ - - 0 Z/ \ � 0 y a \ \ I ° ..t c W Z 1/2"REBAS a RETAIN&PROTECT 11 II W w 3 ELEV.3758.2 1 / i / / r�/ / OHP LINE - 3TBo O t .7 -- a ON— OHP OHP/ _------_ AMP j i �\ la 57 _ � ON —_-----.-'bHP - OHP H - �LTHRL OHP— OHP pp _ j OHP _,�.---_ - _. — — DHP / gH.BENCHMARK —o a� J 112"REBAR 1�8 ''LkV.3780.43' d a ' { L z ' ¢ CONTRACTOR SHALL VERIFY P.S.I. WASTE SYSTEMS BUILDING a ALL DIMENSIONS&CONDITIONS SHOWN OR IMPLIED j DRAWING SCALE APPLIES TO / p 22"X 34"SHEET SIZE v REVISION DATE DRAWN t BY: M.BRANDER CHECKED BY:. C.HARMISON JOB NUMBER: 509-15 e PROJECT DATE: FE13RUARYY 2016 SHEET C1.01 i i 1 I C A i 0 �. s------------ — L I , To NpT pt��!ENV i 0 5 10 20 $ r 9i0�pN� SCALE IN FEET o $ I >✓ v a � I x u H —NV.=5DE REFER 70 ARCHITECTURAL PLANS WITH THE GTY OF iWIN FALLS STANDARD r o v NEW LA FIRE HYDRANT s ° uu FULL OF DEBRIS- i0 BE CLEANED OUT `� e E 8.69 TA .93 TA TA - v - " - - 6" X SCAPIN6 X. CB RETAIN&PROTECT - NO IRR ¢ c F _ WILL WATER MANUALLY 980 iC F ...M '. ,., :. �4 .. _ Z I5 TA 58.90 7A r e SA _ 375900 ... I,.S — SD L INV.=57.44 . ( — � AND � i TEMP. EXISTING PAVEMENT : f;r �0 59.80 TA j d LOADING DOCK r—W.—� v ', — w w w e.r,2 In/Icc �9.76 TA-7 o .7s9.0037 5 '— w--.._ —._.__ w I. 5 -CONTINUES THROUGH PROPERTY 7- ''� r 8.95 7A EXACT LOCATION UNKNOWN _ — — — — — — —€4 y ^y n T T ul c _c__� 59.80 TA : N N U3 o u W. EFER 70 ARCHITECTURAL PLANS TRUNCATED DOMES 9.67 TA/TCC FOR TEMP.LOADING DOCK CONSTRUCTION I REQUIRED a yg INSTALLA CESSI � HANDICAP SIGN ON BUILDING O1rEX.SIDEWALK,CURB& $ w qq o w a o GUTTER RETAIN&PROTECT '6n 315g5� A 9.90 TA/TCC ., >.. .$ 5' W ? [ o LOADING DOCK .I z . . DO NOT DRAIN ANDERSONS,INC.BUILDING _ � 3762.95 AIL TOP SHALL MATCH � STORM 17HEIGHT OF ADJACENT DOCK I W' .�NTOADJAC1WL0M g EXISTING FFE = 3762.95 ROPOSED FFE,_. 3762.95 is I W ONST.CURB, I LLJ "j 9.95 TA SEE SHT C5.01 I I (~ Q PAINTED GUIDE LINE ¢�00 Tn COORDINATE W/OWNER I ` CC/TA 2 \ W V _ I 0 Z LUce Q Q 58.75 RIM --- B,D H 57.20 INV wV 56',o � o I' NSTALL 6"PERFORATED I ��,y�p��. \ Z O N _ 'STORM DRAIN PIPE J I AREA DETAIL ON SHE C5.01 I Z H J ` h. NSTALL DRYWELL �p COORDINATE W/OWNER —_-- - _ (20'x10'x2'DEEP) I -.(V'n tY\� _j W Z LL J SEE NOTE 1 i _ \ �R \ Z `r t �O W Z 4" ti W .^ 57.20 INV �} ' NV 56.50 I ro. . ' w H t s162 icc/ra 1 I _ ° ( aHP oNr' ____ 0.40 TC/TA �DH.`(y; \ 4\ONA1 LEAN&RETAIN EXISTING SWALE GNP ONSL DRAINAGE SWALE 9.72 TA t 1 i0 CATCH ROOF DRAINAGE STAND UP CURB DHP I a, OHP 3`' a ` '� pf✓y'y�J AUTHORIZATION&COORDINATION W/ADJACENT I ` (p�23 2-I LAND OWNER IS REQ'0. FD 1/2" REAR _ I 1 ELEV. =3760.47 I � � � 4,A`�"17�Of �0. P.S.I. WASTE SYSTEMS BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS SHOWN OR IMPLIED �p�tA pis !�O I DRAWING SCALE APPLIES TO e O'NCF'N�� �I,•.f f,T\�Gjh,��'� ( 9 REVISION 22"%34"SHEET SRDATE �rf�: GF• mod, I � I DRAWN *DRAINAGE CALCULATIONS �� �` BY: M.BRANDER *NOTE: STORMWATER RETENTION AREA = 1,154 SF 1" CHECKED 1. DRYWELL SIZE FOR THE TRIBUTARY AREA IS ONLY FOR THE DOCK RESIDENTIAL IMPERVIOUS 1154 x 1:6/12 x 0.95 = 146 CF BY: C.HARMISON AREA FOR A 25 YEAR STORM. A LARGER STORM WILL RESULT IN TOTAL RETENTION REQUIRED = 146 CF 0UMBER: 509-15 INTERMIDIANT STANDING WATER AND MAINTENANCE MAY BE REQUIRED PROJECT TO ALLEVIATE STANDING WATER IN ADVENT OF A LARGER STORM. DRYWELL 20' x 10' x 2' DEEP x 0.40 = 160 CF DATE: FEBRUARY 2016 SHEEP C2.01 O _ � � S WAL' N j $ SOIL NRAP SIDES 8:TOP L m u 6 BCKFlLL W/TYPE II DRAINA �' u yy GEOTEYTILE 1/2'RADIUS 2 1. b° °u FIN.GRADE u m e 3 M a 9 SLOPE PER PLAN •. ,' " PAVING L t .. UNM •III DRAINCR ROCKED I III= —IIIJII II N 4 BAR CONTINUOUS I ! lI---I I— - -_ LI M i; TOP AND BOTTOM rI —III=III= —I W_I I I= ci o 8'THICK PORTLAND CEMENT GONG. ° 3`PIANTMIX PAVEMENT y 3,500 PSI IN 28 DAYS REQ'D. NOTES: 3'-3/4"CRUSHED AGGREGATE LEVELING-COMP.TO 95X MAX.DENSITY -EL 56.00 BOTT M ROCK m 4'-3 4"BASE AGGREGATE PER CAP END PERFORATED PER T-ti a9" 3 ' SUBBASEL -6'- 1 1 2 PR-RUN AGGREGATE-COMPACTED TO 95%MAX.DENSITY DRAIN PIPE F' COMPACTED TO 95%MAX:DENSITY 1.PROVIDE EXPANSION JOINTS AT 25'O.C.MAX.AND AT / PLAN PLAN. - rn t CURVES,TANGENTS,AND CORNERS. r SUBBASE-COMP.TO 95%MAX.DENSITY 2.BASE OF CURB TO REST ON COMPACTED FILL. NOTES:SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER 3.SACK FINISH EXPOSED SURFACES. NOTES: '^Q 9 8 4 4.RUN BARS CONNNUOUS THRU EXPANSION JOINTS. PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT. 1. 3°UNCRUSHED DRAIN ROCK SHALL MEET THE REQUIREMENTS OF ISPWC SECT t ON Sol. 2. - 6-A DRAINAGE GEOTExRLE SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 2050. g s CONCRETE © DOCK AREA LANDSCAPE STAND-UP CURB DETAIL TYPICAL PAVING SECTION(PARKING LOT) TYPICAL DRYWELL DETAIL W N.T.S. N.T.S N.T.S xis 1 4 N G J 1 1 4'x 1 1 4"x 3 16' W ANGLE IRON FRAME W/1/2' GRATED METAL LID x 8'ANCHORS AT EA.MIDPOINT SEE DETAIL THIS SHEET RAIL O t TOP STRUCTURE / p V _ ELEV'=3638.00 Z Lu 0 6 2_6• 6^ 12' v) 06 SQ. 1/2"RADIUS Z Z REMOVE CURB FROM DESIGN, H Q J 3`DIA. WEEP HOLE W/.DRAIN GRATE PAVING O 8'PVC PIPE PER WARP ASPHALT THROUGH S REQUEST AND '�. 59.95 Q N Q OUTLET ELEV.=36,35.00 HEIGHT TRANSITION I W Z LL FLOOR ELEV.=3634.50 PAVING _Z i 59.62 /�' PAVING y Z a .. _ t 2 C.Y.DRAINROCK REO'D. OOP W y 58.95 C �{ X WIDTH PER PLAN WRAP TOP&SIDES OF DRYWELL - k 7 n p < ` W H CM W/MIRRAM 70Ox OR EQUIVALENT GEOTECH FABRIC #4 BAR NOTE:ALL DRAINROCK TO BE 1.5"-3' �' _ ®28" STAMP - CONCRETE SIDEWALK AREA DRAIN DETAIL ' 3 16 PER 12' WASHED AGGREGATE. 'J.x 1 5X 1- 14924 NOTES: CO iINUOUS >a,lb„ 44• CONTINUOUS \\eq � � 1 xi xi/4'FLAT BAR(TYP OF 2) NOTES: ' 4°-3 4°BASE AGGREGATE COMPACTED 1.PROVIDE EXPANSION JOINTS AT 25'O.C.MAX.AND AT t i CURVES,TANGENTS,AND CORNERS. 0 A MIN.OF 95X MAX.DENSITY °O 1x1 x3/i6'FLAT BAR®2'O.C.SPACING 2.BASE OF CURB TO REST ON COMPACTED FILL. NATIVE SOIL COMPACTED i0 A MIN. a 3.SACK FINISH EXPOSED SURFACES. coNTRACTOR SHALL VERIFY OF 95X MAX.DENSITY 1 4.RUN BARS CONTINUOUS THRU EXPANSION JOINTS. ALL DIMENSIONSSCONDMONS -2-8'- %K%k 3'-2°®ST.DR.STRUCTURES SHOWN ORIMPUED TYPICAL SIDEWALK DETAIL ** LOADING DOCK DETAIL REF.CITY OF T.F.STD.DWG.S-1 n. .s. GRATED METAL LID DETAIL DRAWING X34'ALEFFSIZES"' N.T.S. 2Y'%34"SHEEP SIZE N.T.S. REVISION DATE t .. DRAWN BY: M.BRANDER CHECKED BY: C.HARMISON " JOB NUMBER: 509-15 PROJECT DATE: FEBRUARY 2016 SHEET C 5.01 t .. M C n RECEIVED 0 U V JUN 2 42 y CITY OF TWIN FALLS So m s >` . ® NCO BUILDING DEPT. A, m Zv/\'\ pAlNq1 'ls (DH o o - � 3 ODEL c* (A 0 1- � u f m a w a o L 5 u c `v c a o 2 0M'i TWIN FALLS., IDAHO `Q11t\1\161I11iiiilW(I //, U ,�rrr�hrinnrnuniumlpoo"`\` — ABBREVIATIONS CONSULTANTS SYMBOLS DRAWING INDEX AE.GYP.BRD. ACOUSTICALLY ENCHANCED LAM. LAMINATE GYPSUM BOARD MTL. METAL STRUCTURAL ENGINEER O DOOR NUMBER SHEET NUMBER SHEET TITLE AFR ABOVE FINISHED FLOOR DC ENGINEERING O.C. ON CENTER 440 EAST CORPORATE DR,SUITE 103 EARTH A.T. ACOUSTICAL TILE MERIDIAN,ID 83642 O WINDOW MARK GENERAL PART.BID.PARTICLE BOARD A.T.B. ALUMINUM THERMAL BARRIER PHONE 1208)28182 MEWS � i2 PROPERTY LINE FAX E(2 288 88-2 EXISTING TOILET ROOM Glmm COVER SHEET d INDEX OF DRAWINGS B SYMBOLS ADJ. ADJUSTABLE P.LAM. PLASTIC LAMINATE ITS ROOM NUMBER G101 PHASING 8 CODE REVIEW PLAN2mw ; ALUM. ALUMINUM P.T. PRE55URE TREATED MECHANICAL ENGINEER WOOD STUDS 29a a.v. CIVIL 0 B.P. BLOCK PAINTED P.TD. PAPER TOWEL DISPENSER COO CIVIL NOTES 5.P. BUILDING DC ENGINEERING ITS MOVABLE CIDI DEMO PLAN I'PRE.FIK PRE-FINISHED 440 EAST CORPORATE DR,SUITE 103 METAL STUDS PARTITION C2D1 SITE PLAN �A!J BLK BLOCK RD. ROOF DRAIN MERIDIAN,ID 83642 SOUND WALL W/BLKT. BLANKET PHONE(205)288-2181 -ELEVATIONCOI MISC.DETAILS R£Q. R£QUI�D FAx(zms)za8-zlaz SOUND INSUL.8 Ix BID. BOARD 5D SOAP DISPENSER DEMOLITION h _y RESILIENT CLIPS W BTM. BOTTOM S.S. SANITARY SEWER ELECTRICAL ENGINEER DI00 DEMOLITION FLOOR PLAN H CONCRETE DETAIL NUMBER Z y N c CARPET a1 DETAIL SYMBOL ARCHITECTURAL O 0 SHT. SHEET Dr_ENGINEERING /%/ CONCRETE BLOCK � V) CSP. CAST-IN-PLACE 440 EAST CORPORATE DR SUITE 103 N SHTG. SHEATHING SHEET DRAWN A100 MAIN FLOOR PLAN VN MERIDIAN,I) 88-21 A101 DETAILS W Z LL G.T. CERAMIC TILE SPEC. SPECIFICATION PHONE l208)2P9-2181 DETAIL NUMBER W C.W. COLD WATER FAX(208)2BB-2152 BRICK VENEER al D ,4200 EXTERIOR ELEVATIONS 8 DETAILS ETAIET L CUT DRAWN E STD. STANDARD A201 BUILDING SECTIONS z 'Q CLG. CEILING STL. STEEL SHE A300 DOOR SC p LE,WINDOW SCHEDULES,&DETAILS 0 0 COL. COLUMN GRAVEL SUSP. SUSPENDED A301 DOOR 8 WINDOW DETAILS CONIC. CONCRETE A400 FLOOR FINISH PLAN 8 ROOM FINISH SCHEDULE SECTION LETTER o CONTINUOUS T I G TONGUE H GROOVE INSULATION SYS. SYSTEM BLANKET A A401 INTERIOR D CEILING P 8 DETAILS CONT. CONT AI SECTION MARK A500 REFLECTED PLAN q DETAILS A� DF. DRINKING FOUNTAIN SHEET DRAWN STRUCTURAL SHEET TITLE: - TBC TOP BACK OF CURB DIA. DIAMETER RIGID INSULATION ELEVATION NUMBER T.T.D. TOILET JOTS DISPENSER APPROVALS 5000 STRUCTURAL INDEX,LEGENDS,AND SPECIFICATIONS DN. DOWN 4 1 2 WALL ELEVATION SOOT STRUCTURAL MATERIALS SPECIFICATIONS T.TJ. TIGHT TO JOIST 1 SIDI FOUNDATION PLAN DR DOOR STRUCTURAL WOOD 3 SHEET DRAWN 82DI CONCRETE FOUNDATION,-SLAB SCHEDULES AND TYP DETAILS TYP. TYPICAL 62D2 CONCRETE WALL,PIER-SCHEDULES AND TYP DETAILS COVER SHEET, DRW's. DRAWING THIS IS C CERTIFY THAT (agency)HAS REVIEWED THESE DRAWINGS AND U.ON. UNLESS OTHERWISE NOTED S2D3 CONCRETE REINFORCING-TYP DETAILS EA. EACH SPECIFICATIONS AND FINDS THEM ACCEPTABLE AND IS IN CONCURRENCE WITH DEMO 6301 FOUNDATION DETAILS INDEX OF VERT. VERTICAL THE INFORMATION PRESENTED IN DRAWINGS AND SPECIFICATIONS. 1 DRAWINCs NUMBER EF 5. EXTERIOR FINISH SYSTEM W/ WITH TITLE BUBBLE DRAWINGS, & EIFS. EXTERIOR INSULATED FINISH SYSTEM W. WATER AI00 A100 MECHANICAL ELECT. ELECTRICAL W/D WASHER/DRYER SIGNATURE date SHEET DRAWN M000 MECHANICAL LEGEND AND SPECIFICATIONS SYMBOLS ELEV. ELEVATION REFERENCE SHEET M001 HVAG EERGY CALCULAT]ON5 W.P. WATER PROOF M201 MECHANICAL PLAN E.P. ELECTRICAL PANEL M300 MECHANICAL 5CHEDULE5 EQ. EQUAL SIGNATURE date M400 MECHANICAL DETAILS CONTRA TORSHALLVERIFY EXIST. EXISTING PLUMBING ALL DMENSIONS&CONDINONS SHOWN OR IMPLIED EXP. EXPANSION P000 PLUMBING LEGEND AND SPECIFICATIONS EXT. EXTERIOR P201 PLUMBING AND GAS PLAN P300 PLUMBING SCHEDULES DRAWING sa SCALE TO F.E. FIRE EXTINGUISHER ELECTRICAL REv1s1oN DATE FF. FINISH FLOOR i RAMP FL. FLOW LINE EDmm ELECTRICAL COVER SHEET 4J9 STAIRS E001 iEcc ENERGY COMPLIANCE G.B. GRAB BAR E10I DEMO ELECTRICAL PLAN E201 NEW POWER PLAN MODULAR STAIR& CND. GROUND E202 NEW LIGHTING PLAN RAMP 6.14.16 GYP. GYPSUM E300 ELECTRICAL DETAILS DRAWN H.B. HOSE BIB BY: M.VIZCARRA HJM. HOLLOW METAL CHECKED BY: RICHARD CREASON JT. JOINT JOB NUMBER: 15392 PROJECT DATE: FEBRUARY 2016 SHEET OF G100 2 LEGEND c EXISTING TO REMAIN O N � g PRE-ENGINEERED MTL.BUILDING W/3 112"MTL.STUDS AT 2'-0"O.C.W/ AA,, n GYP.BRD.(INTERIOR SIDE ONLY) W PRE-ENGINEERED MTL.BUILDR43, -a CONSTRU-T INTERIOR SIDE O° WALL TO APPLICAPLE FIRE C RESISTANCE CODE U489,FOR I HR.RATED EXTERIOR WALL Q txg ® PRE-ENGINEERED MTL.BUILDING at F a: s° 8 3 1/2"MTL.STUDS AT 1'-4"O.C.W/ s GYP.BRD.(BOTH SIDES) N � � CONTRACTOR OPTION TO USE WOOD L rn 3 2 3 4 STUDS FOR INTERIOR WALLS O o o PHASE I a - - - - - - - - PL PL PL aX��YnUUll81111n/nnn I I PRASE 2 PI IASE 3 PHASE 4 I < ��rnnruuunnmT� I I I I T MECH. O — — ROOM MOUNT FIRE EXTINGUISHER PER I — 105 CONIF.ROOM MANUF.RECOMMENDATIONS — — — r — — — I 104 I I I OFFICE UNISEX TOILET ROOM 101 106 SHOWROOM w F11 EXTINGUISHER RE o 0 FIRE EXTINGUISHERS TYP. I SEE TYPICAL I O _ SC DETAIL THIS SNT.ALE:3/4" - I'-0" I _ _ _ Z W Lu 19 w o I Z 'd 1 o I I DOC1G I I O O " CODE REVIEW I ; °l. 07 ; W ZU. W I I I I Z CODE: 2012I61- X w Q C 9 o W N OCCUPANCY CLASSIFICATION: 92 V`P I WAREHOUSE III I I WAREHOUSE TYPE OF CONSTRUCTION 10.3 102 ° I SHEE TTITLE: FIRE SUPPRESSION SYSTEM IzEMERGENCY EXIT LIGHTED YES I I I FIRE ALARM SYSTEM NO I OCCUPANCY SEPARATION: NO \ I I PHASING& CODE FIRE WALLS NO I i I FE i REVIEW PLAN NUMBER OF STORIES ONE ALLOWABLE ACTUAL I I I EXISTING BUILDING 6052 eq.Ft. ADDITION 4,431 eq.Ft. I I I CONTRACTOR SHALL VERIFY BUILDING HEIGHT 40'-0" 214' — — — _ — — I ALL DIMENSIONS CONDRIONS BUILDING LI AREA 13,500 SO.FT. 10,463 SO.FT. w I I SHOWN IMPLIED DRAWING SCALE APPLIES i0 .•.REFER TO SPECIFICATION SECTION 01 40 00 FOR SPECIAL I 22'X3PSHEETSIZE INSPECTION 8 TESTINS REQUIREMENTS... I REVISION DATE PL PL — — — — — — — — — — — — PL /. REV.I CODE REVIEW 43816 DRAWN BY: M.VIZCARRA CHECKED ARE 61 CODE REVIEW BY; RICHARD CREASON JOB NUMBER: 15392 PHASING 4 CODE REVIEW PLAN PROJEC DATE: FEBRIJARY 2016 SCALE: 1/8' - I'-0' SHEET OF G101 2 m REMOVE CEILING, LIGHTS d DIFFUSERS G d PREPARE FOR NEW. N COORIDATE W/MECH.d ELECT.DUJGS., EXSITNG SUSPENDED ',;.,..... CEILNG TILE AND GRID TO BE REMOVED, -- PREPARE FOR NEW 2X4 CEILING GRID REMOVE EXISTING M WOOD PANELING d PREPARE FOR NEW GYP.BRED FINISH 'I EXISTING WINDOW TO BE REMOVED,PREPARE 'I OPENING FOR NEWS LEGEND ■ i' S WINDOW ~~ N $ ® EXISTING TO REMAIN >✓ rn 2 4 N EXISTING TO BE REMOVED t b u c m PHOTO NUMBER d ANGLE OF Q PHOTO SHOT(SEE PLAN FOR a q �Iit'fyliil. I ;' i I PHOTO LOCATION) T NOTESPp__p``U,,lU��4UY14W/yyy I.COORDINATE DEMOLITION W/ELECT.d 1 e MECH.DEMOLITION PLANS EXISTING STEEL EXISTING STEEL - — Q CANOPY TO REMAIN CANOPY TO REMAIN - �1 g i 1 { m REMOVE EXISTING CHAIN-INK FENCE -� REPLACE W/NEW,TYR EXISTING OVERHEAD EXISTING OVERHEAD DOOR TO BE 9 I DOOR TO BE REMOVES REMOVED(FINAL EXISTING WINDOW TO BE A • EXIST]NG SERVICE COUNTER y••. REMOVED IN PREPARATION u,I TO BE REMOVED,PATCH d PHASE) FOR NEW WINDOW REPAIR ALL,COO r' PENTRATIONS,COORDINATE W[1N ELECT.DRWGS. EXISTING WALLS, EXISTING WALL TO EXISTING LANDSCAPING, EXISTING FLOORING i0 DOORS,d PLUMBING // BE REMOVED STING.DOOR TREES d CURBS TO BE FIXTURES TO BE II I MOVED 1 BE REMOVED, PREPARE FOR NEW REMOVED TO REMAIN EXISTING WINDOW FLOORING I TO BE REMOVED SAW CUT EXING STI F�NEWIS AREA, PLUMBING. /5 W REPLACE W/NEW EXISTING DOOR 4"TH]CK GONG TO BE REMOVED � EXISTING WINDOW TO REMAIN O F 1 r-1 EXISTING SERVICE COUNTER ������ O U * PHOTO PHOTO = I I I TO BE REMOVED,PATC d I I Z W H PHOTO LOCATIONS 0I00 PHOTO LOCATIONS DI00 L J REPAIR ALL CONC. L J — — OC iu Q PENTRATIONS,COORDIN TE I III H L Q WITH ELECT.DRUGS.`aTr EXISTING Lu SKYLIGHT _ EXISTING WALLS,DOOR 8 n PANELS d CURBSS TO BE EXISTING DOOR Z Z ~ r H FIXTURES TO BE REMOVED, III„ REMOVED,INFILL W/METAL TO BE REMOVED O O H H PATCH d REPAIR '�'�V ROOFING PANELS TO r-1 EXISTING CONCRETE DOCK, J w CONCRETE AS NEEDED MATCH EXISTING,TYP. L_ y a " U' STAIRS,d 51DEWALK TO BE H W SAW CUT EXISTING REMOVED,IN PREPARATION W Z dFl U. CONC.SLAB IN REMOVE EXISTING CONDENSING FOR NEW MTL.BUILDING O Z s ..�. EXISTING RESTROOM, UNIT,CURB,d PIPING ON ROOF d I 0 a SEE PLAN FOR REPAIR ROOFING Z LOCAITON .. '•a� EXISITNG SKYLIGHTS i0 Q 0 W cv i— BE REMOVED d MILLED ,. . ." EXISTING ROOF . J ' INSULATION 70 REMAIN, ,. _ g _ , PREPARE FOR SHEETTITLE: ADDITIONAL ROOF EXISTI OVERHEAD INSULATION NG DOORS TO REMAIN, BE EXISTING. REMOVED i TO 'I:I' ,. Ww f „_. L�N E� XIgTING CONCRETE r, PRESERVE d PROTECT r. FLOORING TO REMAIN AS L J IS,PRESERVE d PROTECT I DEMOLITION PHOTO LOCATIONS 0100 PHOTO IONS DI00 FLOOR PLAN REMOVE ALL FINISHES FROM EXISTING CANOPY, INCLUDING ROOF TRIM,d I I I I SOFFIT,d ROOFING L J L J L J SYSTEM,CANOPY „ FRAMING TO REMAIN - EXISTING OVERHEAD DOORS TO REMAIN ; VERIFY ` Ik.. REMOVE ALL FINISHES FROM ALL D MENSIONS&CONDITIONS EXISTING LANDSCAPING EXISTING CANOPY,INCLUDING SHOWN OR IMPLIED ROOF TRIM,d SOFFIT,f TO BE RMOVED ....- u r: ROOFING SYSTEM,CANOPY a.. •+^ .• m, DRAWING SCALE APPLIES TO V FOR NEW MTL.BUILDING .` i F24MING TO REMAIN 22'x 3a'SHEET SIZE I EXISTING CONCRETE DOCK __ STAIRS,d SIDEWALK TO BE ` REMOVED,IN PREPARATION i', (s I REVISION DATE REMOVE EXISTING �- s. d I f�MAINWWDIOW TO A �• �.,, 1 WOOD PANELING d .:.�;, G�r� �'�"" i .�''. - PREPARE FOR NEW { �f . •�_ GYP.BRD.FINISH . EXISTING WINDOW TO BE REMOVE EXNG ST REMOVED,INFILL w. u .,.. CWAINLrNK FENCE;.. REF BY: M.V12GARRAACE W/NEW,TYP. DRAWN INSTALL 3'f'WIDE CHECKED PHOTO PHOTO MAN GATE- RICHARD CREASON JOB PHOTO LOCATIONS D100 \ J Y NUMBER: 53\--, = NUMBER:PHOTO LOCATIONS DI00 DEMOLITION FLOOR PLAN PROJECT DATE: FEBRUARY 2016 SCALE: 1/6' - I,_0„ SHEET OF 01100 Portable Fire Extinguishers Add and or relocate portable Fire extinguishers as needed to fully protect the area.(IFC906.1) EXISTING TO REMAIN O i Install portable fire extinguishers to meet the requirements of NFPA 10.The travel distance from an H extinguisher shall not exceed 75 feet.The extinguisher shall be mounted In a conspicuous location, unobstructed and unobscured from view. PRE-ENGMEERED MTL.BUILDING I` W/3 1/2"MTL.STUDS AT 2'-0"O.C.W/ _ once sh vi is Installed additional extinguishers may be needed to meet this standard. GYP.BIRD.(INTERIOR SIDE ONLY) PRE-ENGNEERED MTL.BUILDING, - ✓� CONSTRUCT INTERIOR SIDE OF -/-,' WALL TO APPLICAPLE FIRE IR RESISTANCE CODE U485,FOR I �.. NR RATED EXTERIOR WALL Q �, PRE-ENGINEERED MTL.BUILDING I T 3413 $ € 3 1/2"MTL.STUDS AT I'-4"O.C.W/GYP.SRO.(BOTHSIDES) T T N CONTRACTOR OPTION TO USE WOOD ? 01 STUDS FOR INTERIOR WALLS $ o c L U ffi Ib'S" 4-4- 36-8" 20'-b" _ w PANT YELLOW FL ////LINE OF EXISTING A201 \o\o t1 IIti111Udbiirgirrrl. CANOPY ABOVE `:` a TEMPORARY \ V� WOBg-PLq 0, MODULAR STAIRS _ METAL WALL = REPLACE WOOD STAIR W/ I LLRAMP 61416 m EZ-ACCESS MODULAR STAIR EZ-ACCESS TITAN <PANELS(BY MTL. u+ 5'-b" 18'-0" 4'-0" 18'-0" S-0" BLDG.MANUFJ !9 PLATFORM(OR SIMI AR)AT MODULAR COD zhCOMPLETION OF JECT COMPLIANT F4P ROUT OF HANDICAP 4-0"SIDEWALK S.DIA.STL.PIPE EXISTING OVERHEA REMOVE a REPLACE (OR SIMILAR) ACCESS FILLED W/CONC. 8 e DOOR TO BE EXISTING WINDOW W/ I anrmnumnnnoo�o INFILLED(FINAL NEW WINDOW -0 A208 IR"EXPANSION % AI01 N PHASE) O RAMP D00 N _ a JOINT,TYR ;.. `^ 07 O 6"CONC.SLAB EX — _ A REV4 I LANDNG v ROOM INFILL I SERVICE T. INCREASE 42816 105 EXISTING COUNTER7C)fSPLAV SNELVNGUNISEX WINDOW I iD I BY OWNERACTED MODULAR BiAIRE TOILET ROOM OFFICEQRAhIP 6J4J6 106 us I CONE.ROOM 'a I 101 1 04 I — . Q' ".�n. �9 d ~`9 I WORK BENCH -0 4'-0" 13'-0" I'-0" I(-0" m,�ItDOWN NIGH LOW ADA EX BY OII.NER O COUNTER - I DRINKING FOUNTAIN T,_I. ROOF ACCESS SPACETIS FOIti �P d II�ILL LADDER(SEE a Q dd. — �e�HICaHI ADA OW D SRINKING DOOR bHT.AI20U LS &2 ACCESSIBLE Ipp :9 LU FOUNTAIN 428J6in 1 CHECK re WR[T BU�ACE 'n ~ G A200 '0 N ROUT OF HANDICAP iA CONCRETE PAD O O d d — ACCESS 2 m .: PANT EXPOSED 2 U -SLOPE SHIPPING . EDGE YELLOW W F _ .f.i2,m 03 OVERHMPER W. Z W COUNTER 0 } D B ad — NOTE:EXISTING BUILDING TO BOLLARDS(SEE A2o1 e 0 0 h RSGID INSULATION RECEIVE NEW ROOF INSULATION SHT.A100 DETAIL 2) O DOCK N G -U I I _ TO MATCH NEW BUILDING �T N C Q 2 W Z W IJI- FOUNDATION ING a FOOT SIZE O TYP. Z a 'o Z I � X O WAREHOUSE FI30USE E46TING OVERHEAD DOORS TO RERAN, Yi PRESERVE a PROTECT EXISTING W L, INTERIOR a EXTERIOR �.o CONC. SHEEP TITLE: FINISHES TO rMAIN WAREHOUSE BOLLARDS(SEE J RETAIWNG 102 $WT.A100 DETAIL 2) WALL S 105 DETAIL 2 AFO SCALE:3/4' . P-0' am® a1m® o ooac MAIN FLOOR 800 1DE LATCH ON THIS Fs LEVELER e PLAN PAINTED 4"X 4"X 114' EX W/CONT.L 1/2"X 5"STUDS EX AI08 m AT I'4'O.0 AT ALL OVERHEAD DOORS. DOCKBUMPER O CONTRACTOR SHALL VERIFY ALL DIMENSION$ CONDITIONS ' 9 SHOWN OR IMPLIED EDGE OF DOCK LEVELER DRAWING SCALEAPPLIESTO 27 X U'SHEET SIZE REVISION DATE b"CONC.SLAB I LANDING PL �PICRE46S,4+A RESSTROOM a DRNKM 4"COMPACTED BASE 75'-5" 60'-0" 7-4C'^OVtlLARSTAIR+— MI ' IRAMP 614.16 DRAWN 135'-5' BY: M.VIZGARR4 SEE STRUCTURAL FOR FOUNDATION if FOOTING SIZE CHECKED BY: RICHARD CREASON JOB = NUMBER: 153W DETAIL MAIN FLOOR PLAN Z PROJECT DATE: FEEIRJARY 2019, SCALE: I' = -m a m almo SCALE: 1/8 = -m SHEET OF A100 10 C Q � ¢ s 6 Ed TREADS AT 5'-6" u � • N u 2"X 6"P.T.TOP RAIL 4"X 4"P.T.WOOD POSTS y o p t 9 WOOD HANDRAIL M II-7/6"TJI JOISTS 1100. I I/8°PLYWOOD DECKRJG \\\"���pqullfUglUO gpri ri MR (2)2XI2 LL ANCHOR W/ 2X6 STAIR TREADB ANR BOLTS OL AT, STAGGERED d CONC.PIER BLOCK EXISTING ASPHALT w TO REMAIN REV#15TAIR5 4.1S.16 J W 0 O SECTION Z � I.- a 13 SCALE: 1/2" = I'-0" alma aimlIX Lu H Lu Z Z H (A EXISTING WALL 0 0 J TO REMAIN H _ C J MTL.STUD INFILL WITH N C Q INSULATION TO MATCH H w Z ,Wn W EXIST WALL THICIGIESS Q Q V SIDING TO MATCH EXISTING Z METAL WALL PANEL Z X o Q w N 4 X 4 P.T.WOOD SHEET TITLE: POSTS DETAILS L2 X 6 P.T.WOOD TOP A MID RAIL I I/6"PLYWOOD DECKING III TJI JOISTS CONTRACTOR SHALL VERIFY REV#I STAIRS 4JSJ6 (2)2XI2 W/(2)1/2" ALL DIMENSIONS&CONDITIONS ANCHOR BOLTS AT SHOWN OR IMPLIED STAGGERED DRAWING SCALE APPLIES TO EXISTING ASPHALT CONC.PIER BLOCK 22'X 3N'SHEET SIZE TO REMAIN REVISION DATE i DRAWN BY: M.VIZCARRA CHECKED BY: RICHARD CREASON JOB �+ /� NUMBER: 15382 EXIST AT ON I SE L/T I ON PROJECT FOUNDATION E A DATE: FEBRUARY 2016 FOOTING TO REMAIN SCALE: 1/2" = I'-0" aimm a1m1 SHEET OF A101 Im C R O _ 6-0" f 0" H I I/4"ID.STEEL B' 1 1/4"ID.STEEL BOTH HANDRAIL, FAINTED OF RAMP) C - R HANDRAIL,PANTED Q a r C � .E P 3 I I/4"ID.GUARDRAIL, S-6 ■ @ 9 PANTED N SLOPE ALUMINUM DECK SLOPE io BY RAMP I:IL MAX 1/4"ID.INFILL, MANUFACTURERUMINUMFA�TFOPoN BY v �, SLOPE RAMP MANTURER u PANTED Ir ` "m m I:12 MAX t 6 1 - f 4 EO.TREADS Q s c DOCK OVERHANG III III—III IIIIIIIIIIII—III—III—III—IIIIIIIII—III III—III—III—I III—III—III—III—III—III—III III—III— — a "£ ALUMNUM PLATFOp'T SUPPORTS BY RAMP ^' 22, ' BY RAMP MANUFACTURER _ MIN. MANUFACTURER Z MODULAR STAIR/ `\\\\`\µ01`IIIUIeJprygiiip�i RAMP 6J416 CONC l7' a REV#I STAIRS 1 RAMP SLOPE 2% EXPANSION JOINT TYP. I = / w ~� C COMPACTED BASE SCALE: 1/2" 1'-0" /Q00 4JSJ6 = CONC.TREADS, IB'-0" 4'-0" IS'0, PAINT YELLOW z • a 1/2"RADIUS NOSING TYP. f-0" I,-0" 4'-0" 4'-0" 4'-m" 4'-0" f-0"3 3/4" 3'-4 1!1" 3 3 T-0" 4-0 4-0" 4'-0" 4'0" I'-0"3 3/4" 5'-m" 2 1'-0" #3 REBAR,V CLEAR TYP. ,�/4ijifnlnnlmm�`�soa4` a #4 REBAR APPROX.7-0" I I RDRAIL BY RAMP PICKETS BY RAMP EXPANSION JOINT TYP. ANUFACTURER MANUFACTURER SECTION SCALE: 1/2" = I'-0" a A2oo M ffl�ww 0 T- tw M m 0 J a W 'C EZ-ACCESS TITAN Q MODULAR CODE 0 COMPLIANT RAMP Li0 (OR SIMILAR) 13'-91/1" Z W F DETAIL I o SUPPORTS BY RAMP SACK RUB FINISH °` w MANUFACTURER V) ON w CONS.LFOUNDATION ZLREV# STAIRS!RAMP SCALE: I/2" I'-0" almm A7¢Jm I aJ&6 Z ZH PRE-FINISHED METAL GUTTER 1 DOWNSPOUT APPLY FLUID APPLIED ROOF m 0 0 h H A N D E R O EXISTING MTL E ORS T OVERHEAD z MODULAR STAIR! .J.1 � ROOFING TO MATCH EMSTM3 TO MATCH MTL. COATINGS OVER ENTIRE NEW d 3 }� ROOF TO REMAIN DOORS i0 REMAIN ROMP 6416 ru I 1H (BY MTL.BLDG.MANFJ BUILDING PANEL EXISTING ROOFNG SYSTEM w N Q • W Z W U. 06 M STREET SE ra o a Z DE L 6'-0" III - TOP OF BEARING w a W N —illfl- 4"RAISED METAL J� EZ-ACCESS TITAN ELEV."MATCH EXIST. Y -' ADDRESS LETTARINCs DETAIL P��4 EXIST MTL. EZ-AC AR CODE m7lT 2 MATCBU 01Yr ANFJ WALL PANELS TO �� (OR SIMILAR)COMPLIANT P I I I ............... ._ T NEW WOOD SHEEP TITLE: SCALE: 1/4" = I'-0' A2Efl A2E0 ( m, O GUARDRAIL ...._.._ - NOTE: SEE EAST ELEVATION SHEET ON�L�EBX 05ED I �� �1 A200 FOR LOCATION OF SICsNACsE CONC FgMDAnON ` 1 FINISH FLOOR EXTERIOR _ ELEVATIONS 0 ___ .... _... WOOD PLATFORM & __ .____ _ DETAILS �R VO I STAIRS 1 RAMP EXIST.METAL WALL J� /� _ PANELS TO REMAIN, NORTH ELEVAT ION REV#I STAIR5 4 RAMP APPLY FLUID APPLIED ROOF PRE-FINISHED METAL F1ZE-FINISHED METAL ���/PROTECT COATING OVER ENTIRE NEW/ ROOFM TO MATCH ROOFNG TO MATCH EXPOSED STEEL SCALE: I/8" = '-0" 4J9J6 w ' EXISTING ROOFING SYSTEM EXISTING(BY MTL EXISTING(BY MTL. FRAMING,PANTED BLm MANIF.) BLDG.MANUFJ ANDERSONS,MC.SIGNAGE, APPLY FLUID APPLIED ROOF CONTRACTOR SHALL VERIFY SEE DETAIL 2 SHT.A200 COATING OVER ENTIRE NEW d Au DIMENSIONS a coNDBIONS fI C _ EXISTNG ROOFING SYSTEM PRE-FINISHED MTL. SHOWN OR IMPLIED 1111 111LL111 1 -__--_ SCALE ALIES WALL PANELS TO I iiiiiiiiER E(i v. TOP OF BEARING DRA IN �"X 3A'SHEET 61ZE TO PRE-FINISHED MTL. MATCH EXISTING(BY DOCK BEAL 1 WALL PANELS TO MTL.B ELEV.MATCH EXIST. REVISION DATE UILD MANIF.)ING MATCH EXISTING(BY I MTL.BUILDING MANUF.) STEEL ANGLES AT EZ-ACCESS TITAN Zh 4J916 I STAIRS A RAMP DOCKS TO BE PANTED 9 MODULAR CODE MODULAR ST SACK RUB FINISH YELLOW,TYP. I06 105 104 103 - COMPLIANT RAMP(OR A RAMP 614J6 AIR d ON ALL EXPOSED SIMILAR) DRAWN CONC.FOUNDATION FINISH FLOOR BY: M.VIZCARRA . - - SACK L E FINISH . - .:: ELEV. 100'-0" CHECKED ..' ON ALL EXPOSED I BY: RICHARD CREA5014 . .. RAMP LANDING ,l cONc.FOUNDaTION TOP OF FOOTING ELly"98'-6" JOB -- - --- NUMBER: 15392 5EE STRUCT.DRIUGS FOR ELEV.=94'-0" :__ -- SEE STRICT.DPoW6 FOR PROJECT 5IZING d REINFORCING OF DOCK LEVELER(SEE RETAIWN,WALL, (-0"OVERHANG SIZING 1 REINFORCING OF DATE: FEBRUARY 2016 FOUNDATION 1 FOOTINGS DETAIL I/AI00) PANT YELLOW FOUNDATION 1 FOOTINGS SOUTH ELEV14T I ON (SEE�Jr) EAST ELEVATION SHEET OF SCALE: 1/8" = 1'-0" SCALE: 1/8" = '-0" A200 10 LADDER-UP SAFTEY POLE ROOF HATCH N $ PRE-FINISHED METAL L ROOFING TO MATCH EXISTING LADDER SEE DETAIL (BY MTL.BLDG.MANUFJ Q) ^, METAL STUD WALL I I SHT.A201 FOR LADDER W/SO GYP.BIRD. CONFIGURATION INSULATION (BOTH SIDES) i y 8 a F DETAIL 2 s SCALE: I" o A201 m a ma REMOVE ALL FINISHES FROM I EMS7ING.MTL. a EXISTING STING CANOPY,INCLUDING 1 o ROOF TRIM,d SOFFIT,d APPLY FLUID APPLIED ROOF TO AMAIN 2i a Pam-FINISHED METAL ROOFING SYSTEM,CANOPY ROOF COATING OVER ADD ROOF INSULATION IN ROOFING TO MATCH EXISTING INSULATION FRAMING TO REMAIN ENTIRE NEW d EXISTING EXISTMG BUILDING TO (BY MTL.BLDG.MANUFJ ROOFING SYSTEM MATCH NEW BUILDING ELEV..MATCH EXIST. _ II1111111 Tit I11111IIIIIIIIIIII IIIII O_ ._. •....,.... _TOP OF BEARING: Lw 5 PRE-FNISHED MTL.SOFFIT ------- l l i i i i i i i PRE-FINISHED MTL. i l i i i i l i i i i i i i WALL PANELS TO _ - 3/4"X 3"STEEL i l I i i i i i m l i i i i i t i i i i i MATCH EXISTING(BY �4 o o SIDE RAILS I ___________ •'`V= i MTL.BUILDING a MANUF.) /",.,rNISHED LINER PANELS TO MATCH EXISTING(BY MTL. :p PRE-FINISHED MTL. BUILDING MANUFJ—, 6 / � I"SOLID STEEL WALL PANELS TO w ROD RUNGS AT (MATCH EXISTING(BY I WAREHOUSE r` L 1'-0"O.C. MTL.BUILDING C1 IMA WFJ o L3"X3"X1/4`X 3"LONG W 1/2" STEEL CHANAIEL DIA LAG BOLTS (SEE 0 CT. I SLOPE b"GONG.SLAB L INTO BLOCKING DFwJGS.) _0 f',ELO^ 4"COMPACTED BASE J 11 FINISH FLOOR ,� W ON ALL EXPOSE. _ — _ _ _ L CONC.FOUNDATION I I I=1 =1 11=1 11=1 I I-III-I III-I 1= V p •. . o W ASPHALT EMULSION _ _ III-III-III-III-III-III-III III-1 _ FLOOR LINE ON FOUNDATION WALL = — _ I I I-I I-I I I-I I—III-I I-I I I 1=1 I Z W Q BELOW GRADE -I ' III-III-III-I 11=T=1 I-II I I-III III- w ui 0 FOUNDATION a W I. I- —III—III—III—III-I —III-I lIl I TOP aF FOOTING rn d! L Ix FOOTING(SEE STidJCT. III—III=III=III—III- I-1 94'-0" Z DRWSS.FOR SIZING d ELEV.• DETAIL REINFORCEMENT) j� I j — J I=11 O N �' SECTION I 0 C J SCALE:3/4" -0" AIOm A201 ECTI�IV W Z W S Q W SCALE: I/4' = I'-0" alma a2ml 0 Q 0 Z 2 PRE-FINISHED METAL ROOFING APPLY FLUID APPLIED ROOF w a 0 3 COATING OVER ENTIRE NEW d 1NG ROING Q W N ~ TO MATCH EXISTING(BY MTL. PURLINS(BY MTL. EXISTIOF SYSTEM A202 BLDG.MANUFJ BLDG.MANUF.) — SHEET TITLE: i GUTTER TOP OF BEARING INSULATION ELEV.•MATGH EXIST. �1 PRE-FINISHED MTL. WALL PANELS TO BUILDING INSULATION I MATCH EXISTING(BY CEILING 114STNG METAL MTL,BUILDING MANUFJ SECTIONS PRE-FINISHED MTL. BUILDING PANELS SUSPENDED I ELEV..109-10" WALL PANELS TO TO AMAIN ACOUSTICAL MTL.STUD MATCH EXISTING I CEILING TILE FURRING AT f-4" (BY MTL.BUILDING O.C.WITH GYP. MANUFJ 15RD,PAINTED GIRTS(BY M. n n OFFICE CONTRACTOR SHALL VERIFY BLDG.MANUFJ I WA. MODULAR STAIR d RAMP 6J4J6 ALL DIMENSIONS&CONDITIONS ZI METAL LINER EZ-ACCESS TITAN SHOWN OR IMPLIED PANEL(BY MTL. MODULAR CODELEAP BLDG.MANUF.) ITJII� �� COM tOR SIMILAR) RM1P DRAWINGSC 22"X U SHEET SIZE LIESTO SACK RUB FINISH 1, I FINISH LOO ON ALL EXPOSED .++ •. .. REVISION DATE CONC.FOUNDATION - (III I b"CONC.SLAB ASPHALT EMULSION —1 2"RIGID INSULATION 4"COMPACTED BASE ( ON FOUNDATION WALL — — _ —III— DRAWN BELOW GRADE 2"RIGID INSULATION -III— -1 I BY; M.VIZCARRA FOUNDATION d STRUCT III— " lII—I— _ _ _ _ FOOTING(SEE . I-III .. -III-llI� III I I-III-III-I I CHECKED DRWG$.FOR SIZING d - • III- I-III-III III BY: RICHARD CREASON TOP OF FOOTING REINFORCEMENT) _I- 11- -I-III= 1- JOB ELEV.-94'-0" NUMBER: 15392 JI /� 1� PROJECT erCT I OI V DATE: FEBRJARY 2016 C SHEEP OF SCALE: 1/4" = I'-0" almm a2ml A201 0 C PRE-FINISHED MTL.RAKE 0 TRIM TO MATCH EXISTINYs (BY MTL.BLDG.MANUF.) N i.. METAL PURLING(BY 0 MTL.BLDG.MANUF.) TOP OF BEARING a I I I I I I I I I I I I I I I I I I I I I ELEV.•VARIES — . F'RE-FINISHED MTL. I I I I I I I I I I I I I I I I I PRE-FINISHED METAL `gym SOFFIT(BY MTL ———— ROOFING TO MATCH EXISTING Q @ BLDG.MANI.FJ I I I I I I I I I I I I I I I I I (BY MTL BLDG.MANUFJ ( I I I I I I I ( I I I I METAL PURLINS(BY PRE-FINISHED METAL ROOFING o € I I I I I RAKE TRIM(BY MTL. MTL.BLDG.MANUFJ TO MATCH EXISTING(BY MTL. S 22 I I I I ( I I I I I I I BUILDING MANUF.) BLDG.MANUFJ o GUTTER E DOWNSPOUT N I I I TO MATCH MTL TOP OF BEARING ^, ` d L d —————————————————— INSULATION BUILDING PANELS W u v p g+ ELEv:MATCH EXIST. '^ EAVE TRIM(BY MTL. r 6 .c _———___ BUILDING MANUFJ �` ° e —————_____ F'�-F1NI9HED MTL a ———————-- WALL PANELS TO MATCH EXISTING(BY ------------------ MTL BUILDING MANUFJ > o a LINER PANEL(BY \`\\otntutt ulpulnugiriio-/i 5 MTL.BUILDING MANIPJ ` a PRE-FINISHED MTL.WALL 8 9 PANELS TO MATCH EXISTING z (BY MTL.BUILDING MANUFJ PRE-WALL PANELISwEDS MTL. SUSPENDED pnmmumttut a WALL PANELS i0 MATCH EXISTING(BY MTL.BUILDING MANUR) ACOUSTICAL CEILING TILE DOOR HEADER(SEE S/e"GYP.BfRD, STRICT.DRLMJ INSULATION OVERHEAD DOOR(SEE 3 I/Y MTL STUDS DOOR SCHEDULE) AT f-4"O.C. GIRT$(BY MTL BLDG.MANUFJ DOOR(SEE DOOR SCHEDULE) J W STEEL COLUMN(SEE Q STRICT.DRUGSJ BOLLARD(SEE$WT. U :E _ AIOO DETAIL 2) Z LU ~ Q t/1 L O Z " GUARDRAIL BY RAMP N O G J MANUFACTURER W Z W Q LL PICKETS BY RAMP MANUFACTURER 0 Q Z �O 6"LONG SLAB MODULAR STAIR E X 0 3 RAMP 6.14J6 Lu N I.- 6"CONG EZ-ACCESS TITAN STEEL CHANNEL, SLAB MODULAR CODE PAINT YELLOW(SEE EXPANSION JOINT COMPLIANT RAMP SHEET TITLE: STRJCT.DRUGS- SL S O EXPANSION JOINT (OR SIMILAR) f'•12' FINISH FLOOR 6"CONC.SLAB . A a o a SACK RUB FINISH ELEv..hoe-0" a ALL EXPOSED 0 a GONG.FOUNDAIION V �. 4"COMPACTED BADE a I I WALL SECTIONS 2"RIGID _ y INSULATION 4 2"RIGID SACK RUB FINISH 9 �+ INSULATION — a ON ALL EXPOSED — CONC.FOUNDATION ASPHALT EMULSION a ON FOUNDATION WALL ASPHALT EMULSION BELOW GRADE _ ON FOUNDATION WALL _ I I I — CONTRACT N&CONHALL MO _ BELOW GRADE ALL DIMENSIONS&CONDRIFY —IIII SHOWN OR IMPLIED FOUNDATION E — DRAWING SCALE APPLIES TO FOOTING(SEE STRICT. FOUNDATION! 22'x 34"SHEET SIZE DRUGS.FOR SIZING E - FOOTING(SEE STRUCT. REINFORCEMENT) - ORWGS.FOR SIZING E REVISION DATE ASPHALT EMULSION REINFORCEMENT)ON FCJU OATION WALL — I — RAD ZO TINGAT(I�E STRICT. — I— DRUGS.FOR SIZING E TOP OF FOOTING DRAWN REINFORCEMENT) 9 .. £L£v.•94'-0" BY: M.vIZCARRA d `.4 Q 4_ Q I BY: RICHARD CFEASON JOB NUMBER: 153W DETAIL CD DETAIL DETAIL PROJECT Z I DATE: FEBRIARY 2016 SCALE:3/4" = I'-O" A2ml Alm SCALE:3/4" = 1'-0" All Azm' SCALE:3/4" = I'-m" A2m Azm SHEET OF A202 EDOOFR TYPES LECCENC C3OOF2 SCHEDULE c � S TA 2714 4 IQ x 4 V2 MCKINNEY m ¢ U3 I_ w HI 0 w ED y $ f a EA F z 3 o c3 i H2 TA 2714 4 I!1 x 4 I/2 NRP MGKININE7 Z m I I I I I J SIZE DDDR FRAME w z W g ED = N 0 L 0 f7 L7 U w EL QED Y Q E3 F- El L1:ENTRANCE S3K7A.815D 626 BEST o En WID. HGT. THK.MAT.TYPE MAT. WID. TYPE x of� En Ej Y E~n 3 o r w REMARKS o o G2 G2 G2 L2:PASSAGE 83K0N ISD 626 BEST 0 100 5 3'-0" T-0" 1 3/4" ATB A ATB 4 1/2" C H2 L5 G2 Cl KI 51 WSI PSI TI EDI HARDWARE BY DOOR SUPPLIER 4/A300 100 83 J A' ,p O Q ro L3:STORAGE K7D 15D 626 BEST _-_ -_- -.- --- •-- --- - Q L4:OFFICE/CLASS 93K7E ISD 626 BEST 101 5 3'-0' T-O" 1 3/4" WD IS MTL 5 3/4" A H2 1-4KI SI 3/A300 101 r '@@ L5:CYLINDER E SERIES BEST 102 S 3'-O" T-0" 1 3/4" MTL C MTL 8 3/4" A N2 L5 --- GI KI SI WSI DSI TI EDI --- I/A300 102 `� g 0 103 S 3'-0° T-0" 1 314" MTL G MTL 8 3/4" A H2 LS --- Cl KI SI W5I D51 TI EDI --- 2/A300 103 0 P o 104 S 8'0" 8'0" 3" MTL F MTL ___ E ___ ___ G4 ___ ___ ___ ___ ___ ___ ___ NOTE 3 I/A30I 104 Q 9 ClS COMMERCIAL GRADE 750 NORTON 105 S 8'-0" 10 0" 3" MTL1� i F ___ __ Gq __. ._ _.. ___ '.- -" --- NOT><3 I/A301 105 ,L ® © © / ® GLAZING BY KICKPLATE9 N L DOOR MANUF. 106 S 14'-0" B'-0" 3" MTLD --- --- G4 --- --- --- --- --- --- ••- NOT#3 4 4 I/A301 106 i 8'•0" KI 36 JI00 DW-2" QUALITY 107 S 4'-0" T-0" 1 3/4 MTLB H2 L5 --- CI KI SI WSI DSI TI EDI NOTE#2 2/A300 107 9TOP8 105 5 3'-0" T-0" 1 3/4" WD A HI L2 ___ ___ ___ g1 ___ ___ ___ ___ ___ 3/A300 108 = p 5 61 WEATHER STFa W�30Pi US26D QUALITY 109 S 3'-0" T-0" 3/4" WDA HI L4 --- GI KI SI --- --- T2 --- --- 3/A300 109 D < s z wai 303GPK DOOR 6UEEP PEMKQ WINDOW TYPES WINDOW SCHEDULE _ a DSI 18062CP PEMKQ 4'-0" b'-0" 5'.0 z G2 p 11,11RESFbLD F.V. 3[Y 3 m 3 ��-o���TtAn�!EuuuuuniiUi// 5 9 Ti 172A PEMKQ \, ❑m SIZE O Z O w Q �U" io of T2 MARBLE THRESHOLD N w �' a �Z� �Za J z� EL _ 01 EXIT DEVICE a LL 3z WID. HTG ED 3Li o REMARKS DETAIL EDI 99L-CD VON DUF RIN .- GI Ell G2 100 4'-0" 4'•0" A GI ATB FIXED --- 41A301 +� i PUSWPULLS PI 103 U532D IVES 101 4'-0" 4'-0" A GI ATB FIXED --- 41A301 O LAZING BY ® GLAZING BY '" ^' 102 5'-0" 4'-0" C G2 ATB FIXED --_ 4/A301 ' �rrunrpmnnRa``p�����\\` P2 9100-33 US32D IVES ® Tn © Tn © "E 103 14'-0" 4'-0" D G3 HIM FIXED 2/A301 DOOR MANUF. DOOR MANUF. r I e7mlr F2 A M E T Y P E S H'I HOLLOW METAL 14�.. 104 6'-0" 4'-0" B GI ATB SLIDING --- 3/A301 ATB ALUM.THERMAL BARRIER / tJ GI I"INSULATED GLASS F.V. p�( K /__L, / A' G2 I"INSULATED TEMPERED ER EQ. EQ. 1 3 QC� Dj ll/A (,{,// jm � � G3 11.1 TEMPERED PLATE GLASS o 5'-2" G4 INSULATED ACRYLIC l 4* L ,T/// "��n f•II" 3'-3' 14'-4" NOTE Alf -" I V � (.}� �J1•:]�Y'"�Y/ 4-4" I. SEE ELEVATION FOR FRAME CONFIGURATION a I✓✓/ 2. EXTERIOR DOOR HANDLE i0 BE REMOVED Cs3 Z�" IVAPk V(k 1. K / rtw4 (f AT END OF CONSTRUCTION.PROVIDE ( EV E �lO BLANK LATCH COVER TO PANIC DEVICE O / EXTERIOR BIDE OF POOR PROVIDE VINYLL (�,/�j. l7LlA�[ (� UGL f•- eA�� ,_ J LETTING ON EXTERIOR DOOR STATING: '^ P l!J 'FIRE EXIT ONLY'.LETTERING TO BE 3"HIGH. .'{),y�////���� LETTERING TO BE RED(BOTH 8IDE8 OF DOORS) sy` �,(PjY S r � •� /� N•N O 0 0 I= i' ✓✓✓✓77�� //3. HARDWARE BY DOOR SUPPLIER C U C = 1!J ~ Q 4. LATCH ON LEFT BIDE OF DOOR IX W FA-1 © © PRE-FINISHED MTL.WALL LINER PANEL(BY MTL. 5/8"GYP.BRD. N � PANELS TO MATCH BUILDING MANUFJ F- EXISTING!BY MTL. 3 1/2"MTL.STUDS O Z N BUILDING MANUF) INSULATION AT f-4"OG. H ,J 81-4" 5/6'GYP.BAD. SIDING INSULATION N Z V C 3 1/2"MTL.STUDS HEADER PRE-FINISHED MTL.WALL N WI Q g'•q• j AT I4"'- OJC. METAL TRIM TO PANELS TO MATCH l!J U.MATCH LINER PANEL EXISTING(BY MTL. 0 INSULATION BULDING MANUF) Q Z HEADER SEALANT(BOTH SIDES) HEADER Z IL DOOR w FRAME:( E 0!J N SEALANT)BOTH 6IDE8) ^—DOOR E SEALANT(BOTH SIDES) � l TRIM TO MATCH SIDING DOOR FRAME(SEE DOOR FRAME(SEE TRIM TO MATCH SIDING DOOR SCHEDULE) _ DOOR(SEE DOOR SCHEDULE) SHEET TITLE: TRIM TO MATCH SIDING DOOR(SEE DOOR(SEE DOOR SCHEDULE) DOOR SCHEDULE) DOOR SCHEDULE) 8314, HEAD HEAD LINERPANEL(BYMTL. HEAD 31/2"MTL.BDs DOOR SCHEDULE, ❑ ❑ 5/8"GYP.BIRD. BUILDING MANUF.) AT 24"O.G. WINDOW DOOR(SEE 3 1/2"MTL.STUDS 2' INSULATION INSULATION SCHEDULE, & DOOR SCHEDULE) AT -0" 5/8"GYP.BRD.O.G. SEALANT(BOTH SIDES) SEALANT(BOTH SIDES) DOOR FRAME!SEE INSULATION (BOTH BIDES) (3)JAMB ANCHORS (3)JAMB ANCHORS DETAILS DOOR SCHEDULE) SEALANT(BOTH SIDES) 3 1/2"MTL.STUDS TYP.EACH SIDE TYP.EACH SIDE AT f4"O.C. PRE+7NISHED MTL.WALL APPLIED WEATHER APPLIED WEATHER -- PANELS TO MATCH SEALANT STRIPPING(SEE STRIPPING(SEE EXISTING(BY MTL. (BOTH SIDES) DR SCHEDULE) DR SCHEDULE) BUILDING MANUF.) DOOR(SEE DOOR DOOR(SEE DOOR(SEE CONTRACTOR SHALL VERIFY TRIM TO MATCH SIDING SCHEDULE) DOOR SCHEDULE) DOOR SCHEDULE) ALL DIMENSIONS IS,CONDITIONS JAMB DOOR FRAME(SEE DOOR FRAME(SEE SHOWN OR IMPLIED DOOR SCHEDULE) DOOR 804EDULE) 5 3/4" DRAWING SCALE APPLIES TO TRIM TO MATCH BIDING TRIM TO MATCH SIDING 27'%34"SHEET SIZE DOOR(SEE DOOR SCHEDULE) HEAD PRE SHED MTL.WALL FIRE-FINISHED MTL.WALL REVISION DATE PANELS TO MATCH 1 JAMB (BY MTL.BUILDING MANI� JAMB PANELS TO MATCH DOOR(SEE DOOR EXISTING(BY MTL. REV# SCHEDULE) A BUILDING MANUF) SEALANT DOOR(SEE DOOR(SEE l § (BOTH SIDES) DOOR SCHEDULE) DOOR SCHEDULE) THRESHOLD SEi IN FULL 3 V2"MTL.STUDS DOOR SWEEP DOOR SWEEP BED THRESHOLD LDS5UTY SEALER AT 1'-4'O.C. BY: YAWN M.VIZCARRA ...,......:. 5/8"GTP.BIRD - FLOOR LINE CHECKED JAMB (BOTH SIDES) THRESHOLD tHREvHOLD RICHARD CASON THRESHOLD JOB NUMBER: 153% TAIL DETAIL PROJECT DETAIL DETAIL DE 4 3 2 I DATE: FEBRJARY 2016 SCALE: 1 1/2" = 1'-0" A300 A300 SCALE: I I/2" = 1'-0" A3®0 A30® SCALE: 1 1/2" = I'-0" A300 A300 SCALE: 1 I/2" = 1'-0" A30fl A300 SHEET OF A300 0 i7 C O N ° S i R II c° 3 gqq N � 4 W ,d o g cl— L � U SUPPORT BACKING BY PRE-ENG.EI MANUF. i E ICI GROOVED CABLE DRUM a \,*�o�oripuuluuutnUNbi��� CI- VS m < C5.A CK PRE-FINISHED MTL.WALL TO MATCH - (BY MTL G MANUFJ ANEL(BY MTL. G MANUFJ FRE-FINISHED MTL. WALL PANELS TO ION MATCH EXISTING(BY Lu Lu MTL.BUILDING MANUF T MOUNTING Q INSULTAI HEADE V 3Id'MTL.STUDS EXISTING WALL ZLU Q AT 2'-0'O.C. Lu METAL DRIP&TRIM TO TO REM W 0 MATCH SIDING COLOR SEALANT LINER PANEL(BY MTL. H 0'� Lu SEALANT (BOTH SIDES) 3 1/2"MTL.STUDS BUILDING MANUF.) Z (BOTH SIDES METAL DRIP E TRIM TO AT I'-4"O.C. Z N N MATCH SIDING COL INSULATION O O J WINDOW(SEE WINDOW - 5/6"GYP.BIRD. J SCHEDULE WINDOW(SEE WINDOW (BOTH BIDES) N 5 SHEDULE �t TRIM TO MATCH SIDING N W Q HEAD (BOTH SIDES) SECTIONAL DOOR(SEE SEALANT Q Q 0 Z LL 1-I�AD APPLIED STOP DOOR SCHEDULE) WINDOW(SEE WINDOW w SCHEDULE) H Q W N GYP.BOARD HEAD p 3 IR"MTL.STUDS I AT I'-4"OL. XISTING WALL TO HEAD -N_TATION REMAIN SHEET TITLE: ALANT(BOTH SIDES) EALANT 3 1/2"MTL.STUDS LINERIPA EL(BJ MTL. (BOTH SIDES) AT f-4"O.C. DOW(SEE WINDOW DOW(SEE WINDOW 5/b"GYP.BRD. OVERHEAD DOOR SCHEDUAL) SHEDULE) ,. (BOTH SIDES) XISTING METAL (3)ANCHORS FULL HEIGHT BENT 1/4" TRIM TO REMAIN PER JAMB o CLOSER PL.ATTACHED TO TRIM TO MATCH PRE-EW.BLDG.FRAMING AT DOOR& METAL WALL PANEL SEALANT MAX OF 4'-m"O.C. WINDOW DETAILS RE-FINISHED MTL.WALL (BOTH SIDES) PANELS TO MATCH EXISTING JAMB WINDOW(SEE WINDOW INSULATION JAMB (BY MTL.BUILDING MANUF.) SCHEDULE) Pam-FINISHED MTL.WALL_ PANELS TO MATC44 WINDOW(SEE WINDOW WINDOW(SEE WINDOW JAMB APPLIED STOP JAMB BY MTL.IBUILDIW.MANUF.) SCHEDULE SHEDULE CONTRACTOR SHALL VERIFY SEALANT(BOTH SIDES METAL SILL ALL DIMENSIONNSION$&CONDRIONS SHOWN OR IMPLIED 5/b"GYP.BOA SEALANT (BOTH SIDES MTL.TRACK BY 5 3/' WINDOW(SEE WINDOW DRAWING SCALE APPLIESSIZE510 EXISTING WALL SCHEDULE) DOOR MANIA. rr•x aa^sHEEr SIZE 3 1R"MTL.STUDS TO REM APPLIED STOP REVISION GATE AT I'-4"O.C. SECTIONAL DOOR(SEE SEALANT DOOR SCHEDULE) PRE-FINISHED MTL.WALL (BOTH SIDES) PANELS TO MATCH EXISTING 5/8"GYP.BRD. VINYL WEATHER (BY MTL.BUILDING MAA1F (BOTH SIDES) SEAL THRESHOLD INSULTATI 3 IR"MTL.STUDS !,n BY DOOR MANUF. AT f-4"OO. ° (V CONC.SLAB BRAWNM.VIZCARRA 'd CHECKED BY: RICHARD CREAEON 6ILL BILL SILL. tHR1=SHOED JOB NUMBER: 15352 DtAIL DSTAIL DITAIL DITAIL PROJECT 4 3 2 I DATE: FEBId1ARY 2016 SCALE: 1-1/2" = I'-m" A3oo a3o SCALE: 1-1/2" = I'-m" 3¢m A3a SCALE: 1 1/2" = I'-0" A300 A3ml SCALE: 1 1/2" = 1'-0" Asmm A901 SHEET OF A301 10 C O F- I N I S H ES FIN I S H S I F-- C) LLE y 4r W F FLOOR WALLS of WALL 5 = _ of ❑ w w 4 FI CONCRETE W GYP.BRD.PAINTED DO Ln U3 z w Z DID 4 = F2 VCT W2 INTERIOR LINER PANEL ❑ z ❑ m F3 EXISTING TO REMAIN z .Im _ = z z f Z agyg F4 CERAMIC TILE 13X13 0 O w F- H- H- J J ❑ ❑ nl CEILINGS ROOM DESCRIPTION COLOR# a COLDR# ❑ COLOR# a COLOR# ❑ COLOR# w COLOR# w COLOR# w REMARKS La66 m J3 3 L� o Of o Cl NEW GYP.BRO.PAINTED PI f£� 5A5E 10O SHOWROOM F2 VCT I)3 81 RB W F1 W PI W P3 IU PI P2 C2 AC 9'-6" NOTE#2 YES 100 & b B2 EXISTING TO REMAIN C4 EXISTING TO REMAIN 102 WAREHOUSE P CCN 2 W2 IWdFlu 0 --- P7 C5 16'-9 NOTE#2 NO 101G2 SUBP.2'X 4'ACOUSTIC ttLEBI 4'RUBBER BASE C3 PRE-FINISHED METAL SOFFIT 101 OFFICE F2 VCT I)3 BI RS W PI W P3 w P3 P2 C2 AC 9'-6NOTE>t2 NOTE>t4 N07E#5 NO 102103 WAREHOUSE -• - -• P2 C4 -- --- NOTE>t4 7ES 103 W u d 4yC5 OPEN TO STRUCTURE ABOVE 104 CONFERENCE ROOM F2 VCTI B1 RB W P3 W P W P3 F2 C2 AC 9-6" NOTE#2 NO 104 t105 MECH.ROOM f3 BI RB IU R W PI W PI P2 CI Po 3-6" NOI052 - Q106 UNISEX TOILET ROOM F4 TI 71 11 W P W P1 W PI P2 CI PI 9-6 LIJITE FRP CN ALL FOUR WALLS TO 4'AFF,5EE ELEVATION 5/A401 YES 106O R S 107 DOCK FI CON --- --- --- --- --- --- --- --- C3 --- --- --- NO 107 e b: PAINT FLOOR `\,�0,1T�71um11Bunip. PI FIELD:80000 ALABASTER VCT I ARMSTRONG,RAFFIA,COCOA 55805, c < P2 TRIM:60032 WARM STONE W/TWO ACCENT STRIPES(VCT2 4 VCT3),SEE FINISH FLOOR PLAN -m P3 ACCENT:OW6221 MOODY BLUE '40 z VCT 2 ACCENT STRIPE:ARMSTRONG, RAFFIA,PEARL,55803, 12'7Q4" '/,'��i�i2rypxntununu�o�\°`\ a BASE VCT 3 ACCENT STRIPE:ARMSTRONG, RB JOHNSONITE,TRADITIONAL, RAFFIA,WAVE,55813, 12'X24" W/TOE,4",MOON ROCK 2S CON I BROOM FINISH CONCRETE CEILING CON 2 SEALED CONCRETE PLYWOOD TO IEHIR 2 (2)COATS of RECE 0 TEXTURED DECKOVER I AG ARMSTRONG,DUNE 7EGULAR T I DALTILE,COTTO CONTEMPO,WALL OR SIMILAR OAS"ANGLED TEGULAR STREET CC13,13XI3 W/P36EST COVE 3 rml-IRC,24X4SX5/8" BASE SUSPENDED TILE GYP GYP.BRD.PAINTED PI LAMINATES,SOLID SURFACE LI FORMICA,PAINTED SCREEN, MEd' O MATTE FINISH,3685-58 ROOM PAINT PI,E ADD' 1 Lu L2 FORMICA,MINERAL SPA,MATTE 105 CONE.ROOM RUBBER BA5 q I W FINISH,6820-58 I-ANT 1-1 f ADDRUBBER BASE TO I 5 I 104 TO THIS WALL. 1 2 1 O SS CORIAN,CANVAS THIS WALL D v I i U UNISEX -. 1 2 1 1 1 BLAT WALL Z Lu Lu W Q TOILET ROOM 1 106 I CT ENT OFFICEkTi I HOTUIROOM h p� N C3TE —ES4 4 2 01 00 Z v PAINT PI 4 ADD 9 PAINT PI 4 ADD ••i O z N J RUBBER BASE TO RUBBER BASE TO H O C j THIS WALL T1415 WALL c I.INSTALL FLOORING UNDER DESKS 4 COUNTERS THAT ARE OPEN v D P W :yj W U. 2.MILLWORK: D p PAINT PI 4 ADD 'v .. Q z CABINETRY:LI D ENTRY DOOR TO HAVE VINYL COUNTERTOP:L2 W/68 NOSING .�, v BAGGER BASE TO SIWAGE MATCHING EXISTING. •• Z a 3.ALL NEW E EXISTING GYPSUM BOARD WALLS ARE TO RECEIVE NEW THIS WALL 3 INCLUDING NAME OF BUSINESS, 5,1 x O 3 ADDRESS, W N H ROLL ON TEXTURE BEFORE BEING PAINTED •v ° I � AND HOURS OF OPERATION 4.RUBBER BASE NOT TO BE INSTALLED M WAREHOUSE 102 4 WAREHOUSE D o D v 103 EXCEPT ON NEW WALLS ON NORTH SIDE OF BUILDING. v SHEET TITLE: CONC.DOCK TO 5.EXPOSED STRUCTURAL STEEL TO BE PAINTED P2. v v v O DO1d7 C SHVE GROOMED P v FINISH FLOOR PLAIN COUNTERTOP D v v v PLAN & W/11/2"SOLID SURFACE NOSING L GUND WAREHOUSE v .Dv . S c D ROOM FINISH . v(EASED EDGE)ON(2) SCHEDULE 2'I° LAYERS 3/4"PART. .D v D p BID. EXISTING TO REMAIN® v P v WAREHOUSE D v.w VGT I:RAFFIA,COCOA .�v' .v v CONTRACTOR SHALL VERIFY HEAVY METAL D ALL DIMENSIONS SUPPORT ° SHOWN OR BRACKETS ACCENT VCT 2:RAFFIA,PEARL v Dv D CONDITIONS ' ' IMPLIED EQ.SPACED D D v ACCENT VCT 3:RAFFIA,WAVE v 22'X34TS'FE DRAWING SCALE APPLIES TO v v "SHEET SIZE BLOCKING AS REa D . J CON I:BROOMED CONCRETE .v REVISION DATE (TYP 9 v CAN 2:SEALED CONCRETE D v .. v 4 BASE ® TL 13XI3 CERAMIC TILE w DRAWN.v D v D p BY: HAW v p D p CHECKED BY: R104ARD CREA50N lk JOB NUMBER: 153W DOTAL FINISH FLOOR PLAN PROJECT FEBI�IlARY2016 SCALE: I" - 1'-0" A101 A400 SCALE: IB" 1'-0" DATE: SHEET OF A400 IV SERVICE 5 2 PLAM. COUNTER CURTAIN GYP.BRD, M01 YP. A401 COUNTERTOP d SLAT WALL O PAINTED BACKSPLA$H UP PLAT. S.S.NOSING COUNTERTOP! 2 REDUCED SLAT W L N g BACKSPLASH W/ COUNTERTOP S.S.NOSING GROMMETS W R IR HEAVY METAL A SUPPORT ® HEAVY METAL 2 I. BRACKETS, ri 3'-O" SUPPORT �'. O.C.TYP. BRACKET$, V-0"O.C.7YP. ACGESIBLE _ CHECK WRITIN RECEPTION AND - FILE DRAWER - 3 - - 4'BASE ggg FILE DRAWER 3'_0" 1'4" 0 SHOWROOM loo ` ' g I 6 u v SCALE: 1/4" = I'-0" g ° u c 3 0� u A50H A00 3 4 3 A401 A401 _ a GYP.BRD, 2'-6" 3'-6" PAINTED 2,•0" GYP.BRD.PAINTED CURTAIN PLAM COUNTERTOP, `\\opaTa�!tuWUWioiriiii�� MIPo'ZOR MICROWAVE Mr. BACKSPLASH,! .� 5 GRAB BARS END PANELS W/ uAPER TOWEL SS.NOSINGP.TD.DISPENSIF COUNTERTOP4"PLAM, REFRIGERATOR RLC.TOILET PAPER SOAPBAGKSPLASH GROMMETBOPEN BASE '-0 DISPENSER DISPENSER SHELVE.ADJUSIABLE 4"BASE �_ CABINET W/ADJ. 7" 0 0 9 _ .a SHELVING nrrrrgnrnminnm�° a 9 v ^+ - of TILE BASE T^ 9 a m 4"BASE A,ILINE FLOOR LINE f S" 2 Y UNISEX TOILET ROOM lob 4 CONFERENCE ROOM 104 5 LJ14REHOUSE 1(2)2 3 4 2 SCALE: I/4" = I'-0' SCALE: I/4" I'-0" ' SCALE: I/4" = I'-0" 3 ALIGN GROMB'IET PLAM COUNTERTOP W/I LOCATIONS W/ELECTRICAL V2"SOLID SURFACE OUTLETS d DATA NOSING(EASED EDGE) CONNECTIONS ON(2)LAYERS 3/4"PART- J W PL BRD In AM COUNTERTOP! ALIGN GROMMET O PLAM COUNTERTOP! s So SURFACE W/I 1/2" LOCATIONS W/ELECTRICAL 0 OL 1I0 D SU C OUTLETS!DATA U BACKSPLASH W/1 1/2" NOSING(EASED LU PLAM COUNTERTOP! SOLID SURFACE NOSING EDGE)ON(2)LAYERS 7-0" GONNEGTION9 Z WLu Q BACK$PLASN W/1 1/2" (EASED EDGE)O/(2) 3/4'PART.BRD. SOLID SURFACE LAYERS 3/4"PART.BRD. PLAM COUNTERTOP 1 NOSING(EASED EDGE) ° PLLAM5ACK C UNT W/I Id, ALIGN GROMMET C PLAM BACK PANEL do w O/l2)LAYERS 3/4" SOLID SURFACE LOCATIONS W/ELECTRICAL ON 3/4"PART.BRD. Z F- 2'-I" 2'-b" 2'_1" OUTLETS!DATA Z N PART.BRD. NOSING(EASED EDGE) O/(2)LAYERS 3/4' CONNECTION$ 0 0 -.1 BLOCKING A$REO. BLOCKING AS�a 7 ADJ.314' PART.BIRD. HEAVY METAL MELAMINE y J (' W ITYPJ SUPPORT PPS E RACKETS V�YL EDGE Q Q v ADJ.3/4"MELAMNE BLOCKING AS RER � P.-AM.FACE O/3/4 $HELVES W/VINYL Z wPART 0. O. EDGE BLOCKING AS RE ADJ.3/4"MELAMINE S w PANEL W/VINYLO. "v ¢ X 0 d EDGING(TYP.) `7 '^ SHELVEB W/VINYL Q W INF- w m EDGE (TYP.) A O 3/4"MELAMINE 3/4"MELAMINE W/ :tl s W/VINYL 3/4"MELAMINE W/ VINYL EWE VINYL EWE 3/4"MELAMINE W/ EDGE SHEET TITLE: VINYL EWE 4"BASE 4"BASE 4"BASE V: 4"BASE 17 FLOOR LINE 'v INTERIOR f 9" 3" 2'-2" 3" "- 3" ELEVATIONS DETAIL DETAIL DET141L DETAIL DETAIL & SCALE: = I'-0" a4a M0 SCALE: I" = I'-0" Mm Ma> SCALE: = I'-0" aaml a4o SCALE: = '-0" A401 A401 SCALE: = 1'-0" C NTRACTOR SHALL VERIFY MH1 M0 DETAILS I MPH A4� M01 ALL DMENSIONS&CONDMONS GYP.EIRD., T7P. SHOWN OR IMPLIED PAINTED GYP.BRD, GYP.BRD, PAINTED PANTED DRAWING SCALE APPUES TO FILE CABINETS 2T'%34"SHEEP SIZE BY OWNER (NJ GJ Pi-AM GROMMET$ REV!ION DATE PLAM. COUNTERTOP I 1 COVED END 'N I LANDING O O ® ® ® I 100 PANELS(7 EN EsTRO HAEA COUNTERTOP G'73 RA K'A 1 RESTROOM d DRWJKRNG W/S.S.NOSING P1AM. I I I BOTH SIDES) 610U6 REDUCED SLAT 14EAVY METAL BACK PANEL WALL AM.SUPPORT 3 1/2 WRAPPED OPEN BASE BRAWN M.VIZGARR4 BRACKET$,4'-0" Nle,MDF TO CABINET W/ADJ. '! SHELVING COVER SEAM in CHECKED 4"BAS 4'BASE BY: RICHARD CREASON 4 EQ.SPACES"15-10 4 BASE ,IpB 1 5 EQ.SPACES•Ib'-0" NUMBER; 15392 OFFICE 101 2 I SHOWROOM 1Oo DPROlICT ATE: DATE: FEBRJARY 2016 SCALE: I/4" = I'-0" 2 SCALE: 1/4" = I'-0" Aao1 2 SHEET or A401 0 LEGEND SEISMICr COMPRRESSION POST A SUSPENDED 2X4 ACOUSTICAL CEILING TILE VERifCALHANGER WIRE O PRE-FMISHED METAL SOFFIT N ' SPLAY WIRE S STRUCTURE n SUSPENDED GYP.BID. n R i3 OPEN TO STRUCTURE z 10 DEG.MAX WALL ANGLE ABOVE STABILIZER BAR EXISTING i0 REMAIN � .E P 3 MN.3/4" 2-� o j NOTES CROSS TEE (n MN.70 j� _. MAN TEE >_ d L SEE FOR RILL INSTAL AL DRWGS. INSTALLATION OF o o N ELECTRICAL&MECHANICAL UJf4LL ANGLE DET141L SUSPENDED CEILING GRID >. r o o m � APPLICATIONS. WALL SCALE a = F NO SCALE NOTES: NOTES: I.iB"MN.WALL ANGLE. L SUSPEND CEILING GRID SHALL BE INSTALLED N ACCORDANCE WITH ASCE 7 2.3/B"PERIMETER CLEARANCE. SEISMIC DESIGN CATEGORY D. `aa��.p�n41111Inu6 /l S 2.ACOUSTIC SUSPEND CEILING IS TO ALSO BE INSTALLED PER MIANUF. j a 3.PERIMETER SUPPORT SHALL BE 12 GA WIRE ON EA.RUNNER END,LESS THAT RECOMMENDATIONS. G1 I N 6 OUT OF PLUMB. 3.COORDINATE MEOW.GRILLES,DIFFUSERS,ETC.WITH NEW CEILING GRID. 4.RUNNER ENDS MUST BE TIED TOGETHER TO PREVENT SPREADING. EXISTING METAL CANOPY °j�unruaumnRl�"`°� 2 III MECH. P, ROOM IIIII 105 ,ROO ELEV.-V-0" 004 i iii i J I iiiii W UNISEX CE SH TOILET ROOM 101 100 i iii i 0 0 10G E V:9'-I E V:9'-1 " iiiii I1 5 ELEV:S'-e' iiiii Z `W F� Q IIIIIIIII11111111 W Lu W Q 11111111111111111 11111111111111111 y -9 � � III I1111111111111 W REPLACE EXISTING METAL iiiiiiiiiiiiiiiii Z Z ~ ROOF CURB,WITH NEW W iiiiiiiiiiiiiiiii H H METAL ROOF CURB,SEE H CH III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 J BLOCKING AS REO MECN DRW J G5.FOR DETAIL i i i i i i l l l l l l l l l l l N G BLOCKING AS REO. 1 1 1 1 1 1 1 1 1 1 I I I I I I I C I (TYPJ (7YPJ W uj Z Q 11111111111111111 W ,Lun LL l II I11111111111111 ADJ.3/4"MELAMINE iiiiiiiiiiiiiiiii Z CL `0 �_ 1111 ' ' iiiiiiii X 0 SHELF W/VINYL EDGE PLAM.FACE O/3/4" w I PART.BRD.FRONT iiiii 107 iiiiiiii p W N H PANEL W/VINYL EC43M(TYPJ I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIIII IIII I111111 IIII1111111111111 I I I I I I I I I I I I I I I I I SHEEP TITLE: f0" IIIIIIIIIIIIIIIII PLAM.FACE O/3/4" IIIIIIIIIIIIIIIII PART.BID.FRONT I I I I I I I I I I I I I I I I I IIIIIIIIIIIIIIIII PANEL W/VINYL EDGING(TYPJ WAREHOUSE _ 2'-(' I I I I I I I I I I I I I I I I I REFLECTED I'-0" 103 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CEILING PLAN IIIII 2'_f' P.LAM.COUNTER 4 BACK P.LAM.COUNTER 8 BACK � II SPLASH O/(2)LAYERS SPLASH O/(2)LAYERS w 1O1'' DETAILS 3/4"PART.BID.W/ I/2" 3/4"PART BRD.W/I I/2" 102 SOLID SURFACE NOSING SOLID SURFACE NOSING I I I I I a (EASED EDGE). y. (EASED EDGE). IIIII IIIII PLAM FACE O/3/4" PLAM.FACE O/3/4" PART.BRD.FRONT i I I 1 I CONTRACTORN &CONDITIONS PART,BID.FRONT I I 1 1 I ALL DIMENSIONS 8 CONDRIONS PANEL W/VINYL PANEL W/VINYL I I I I I SHOWN OR IMPLIED EDGING(TYPJ EDGING(TYPJ I I 1 1 I DRAWING SCALE APPLIES TO I I I I I 27'X 34•'SHEEP SIZE - ADJ.3/4"MELAMINE -�' I I 1 I I REVISION DATE SHELF W/VINYL EDGE IIIII I IIIII 3/4"MELAMINE W/ 3/4"MELAMINE W/ VINYL EDGE VINYL EDGE I I I I I IIIII I I I I I DRAWN 4"BASE 4"BASE iiiii BY: M.VIZCARRA `F FLOOR LINE `r FLOOR LINE CHECKED BY: RICNARD CREASON io = NUMBER: 15392 DETAIL DET141L REFLECTED CEILING PLAN PROJECT SCALE: I" = I'-0" AI®I A50D SCALE: I" = I'-& aaol A300 DATE: FEBRUARY 2016 SCALE: I/8" = I'-0" SHEEP OF A500 0 STRUCTURAL SPECIFICATIONS SHEET INDEX c � SHEET ORIGINAL REVISION REVISION PART 1 -GENERAL NOTES 1.9 DEFERRED AND SHOP DRAWING SUBMITTALS 2.2 SOILS AND FOUNDATIONS 2.3 CONCRETE(CONT) NUMBER SHEETTITLE DATE NUMBER DATE O A. CONTRACTOR SHALL SUBMIT AN ELECTRONIC PDF FILE OF DEFERRED AND SHOP A CODE COMPLIANCE H. CONSTRUCTION EXECUTION S0.00 STRUCTURAL INDEX,LEGENDS,AND 1 6117/16 $ 1.1 GENERAL NOTES DRAWING SUBMITTALS TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO I. THE FOUNDATIONS SHALL CONFORM TO ADOPTED BUILDING CODE I. CONTRACTOR TO NOTIFY ENGINEER 48 HOURS PRIOR TO PLACEMENT SPECIFICATIONS to a ORDERING,FABRICATING OR INSTALLING.THE REVIEW WILL CONSIST OF CHAPTER FOR"SOILS AND FOUNDATIONS-. OF CONCRETE. S0.01 STRUCTURAL MATERIAL SPECIFICATIONS y� A ALL GENERAL NOTES APPLY,UNLESS OTHERWISE NOTED ON DRAWINGS OR GENERAL CONFORMANCE TO THE DESIGN INTENT CONVEYED IN THE CONTRACT II. THE TEMPERATURE OF CONCRETE MUST REMAIN ABOVE 50 DEGREES S1.01 FOUNDATION PLAN 1 6/17/i6 N SPECIFICATIONS. DRAWINGS AND REQUIRE A MAXIMUM OF 10 WORKING DAYS FOR REVIEW UPON B. DESIGN SOIL VALUES:THE STRUCTURAL DESIGN IS BASED ON OWNER-ACCEPTED FAHRENHEIT AND IN A MOIST CONDITION FOR 7 DAYS AFTER S2.01 CONCRETE FOUNDATION,SLAB-SCHEDULES N RECEIPT.NO MODIFICATIONS OR SUBSTITUTIONS OF DRAWINGS AND MINIMUM CODE REQUIREMENTS. CONCRETE PLACEMENT;UNLESS OTHERWISE ACCEPTED BY ^,3 B. ORDER OF PRECEDENCE:DRA NGS GOVERN NOTES,NOTES ON THE SPECIFICATIONS WILL BE ACCEPTED VIA SHOP DRAWINGS.SHOP DRAWINGS AND I. SOIL BEARING PRESSURE(DL+LL)=1500 PSF ENGINEER/ARCHITECT.ADDITIONAL TESTING FOR CONDITIONS LESS AND TYP DETAILS INDIVIDUAL DRAWINGS GOVERN OVER THESE GENERAL NOTES.FOUNDATION, DEFERRED SUBMITTALS(DS)REQUIRED ARE LISTED UNDER EACH MATERIAL IN (ONE THIRD INCREASE FOR WIND AND SEISMIC LOADING MAY BE APPLIED) THAN 50 DEGREES FAHRENHEIT INCLUDE HAVING 2 ADDITIONAL S202 CONCRETE WALL,PIER-SCHEDULES AND 1 6/17/16 FLOOR AND ROOF DETAILS GOVERN TYPICAL DETAILS.REFER TO CONTRACT PART II AND SHALL INCLUDE THE FOLLOWING: II. PASSIVE LATERAL PRESSURE=100 PCF CYLINDERS POURED AND FIELD CURED PRIOR TO CONCRETE TYP DETAILS - SPECIFICATIONS FOR INFORMATION IN ADDITION TO THAT CONTAINED IN THESE I. GENERAL CONSTRUCTION III. ACTIVE LATERAL PRESSURE(UN-CONSTRAINED)=35 PCF PLACEMENT. S2.03 CONCRETE REINFORCING-TYP DETAILS NOTES AND DRAWINGS.THE DRAWINGS SHALL TAKE PRECEDENCE OVER a. SHORING IDS) IV. AT-REST LATERAL PRESSURE-(CONSTRAINED)=50 PCF III. COLD WEATHER PLACEMENT OF CONCRETE SHALL CONFORM TO M 53.01 FOUNDATION DETAILS SPECIFICATIONS IF THEY CONTRADICT. b. MECHANICAL AND ELECTRICAL HANGER LOADS IN EXCESS OF V. COEFFICIENT OF SLIDING FRICTION=0.25 ACT 318 AND ACI 306R-"GUIDE TO COLD WEATHER CONCRETING' 50 POUNDS.(DS) 'A MINIMUM FOOTING EMBEDMENT BELOW LOWEST ADJACENT GRADE=24" IV. HOT WEATHER PLACEMENT OF CONCRETE SHALL CONFORM TO , o 1.2 SCOPE OF WORK VII. SULFATE EXPOSURE-NOT APPLICABLE(PER ACI) ACI 318 AND 305R=HOT WEATHER CONCRETING'. r 3 A. THE SEALED STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS B. DEFERRED SUBMITTALS REQUIRE ADDITIONAL DESIGN AND SUPPORTING V. PROVIDE A'%CHAMFER ON ALL PROJECTED CONCRETE CORNERS OF CALCULATIONS WITH AN ENGINEERS SEAL INDICATING THE ENGINEER IS C. SITE PREPARATION COLUMNS,BEAMS,AND WALLS;UNLESS NOTED OTHERWISE ON12 REPRESENT THE FINISHED STRUCTURE. 0 REGISTERED IN THE STATE THAT THE PROJECT SITE OCCURS. I. GROUND SURFACE UNDERLYING ALL FILLS SHALL BE SCARIFIED TO A ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. w DEPTH OF 8"MINIMUM TO REMOVE ALL ORGANIC MATTER,THEN VI. CLEAN AND ROUGHEN CONCRETE SURFACES TO W FULL AMPLITUDE B. CONTRACTOR TO INCLUDE IN THE PROPOSAL,ALL REASONABLY FORESEEN u ITEMS,ADDRESSING EXISTING CONDITIONS,EQUIPMENT AND MATERIALS TO C. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO RE-COMPACTED TO 95%OF THE MAXIMUM STANDARD PROCTOR AT CONCRETE COLD JOINTS AND LOCATIONS WHERE CONCRETE COMPLETE THE PROPOSED SCOPE OF WORK CONTAINED IN THESE SUBMISSION TO THE ARCHITECTIENGINEER.CONTRACTOR SHALL REVIEW FOR DENSITY PER ASTM D698.CONTRACTOR SHALL PREPARE SITE BASED INTERSECTS TO MASONRY WALLS OR EXISTING CONCRETE WALLS. N ` COMPLETENESS AND COMPLIANCE WITH CONTRACT DRAWINGS.SHOP ON THE REQUIREMENTS LISTED HEREIN,MINIMUM,UNLESS NOTED VIL CONCRETE CLEAR COVERAGE OVER REINFORCING BARS AND ANCHOR DOCUMENTS DURING CONSTRUCTION. DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS,LACK OF COORDINATION OTHERWISE OR UNLESS OTHERWISE DETERMINED BY A BOLTS SHALL BE IN ACCORDANCE WITH THE ACI. .- WITH OTHER PORTIONS OF CONTRACT DRAWINGS.CALCULATIONS lAS GEOTECHNICAL ENGINEER HAVING PERFORMED PROPER Vlll.THE MODULUS OF ELASTICITY SHALL BE TESTED IN ACCORDANCE u m n C. OBSERVATION VISITS(SITE VISITS)BY REPRESENTATIVES OF ARCHITECT/ m p m z ENGINEER DO NOT INCLUDE INSPECTION OF CONSTRUCTION MEANS AND REQUIRED).AND/OR MODIFICATIONS OR SUBSTITUTIONS NOT APPROVED PRIOR INVESTIGATION OF THIS SITE.CONTRACTOR SHALL REMOVE ALL WITH ASTM C469 AND BE EQUAL TO OR GREATER THAN THE VALUE f u TO THE SUBMITTAL. ABANDONED UTILITIES,FOOTINGS,AND ALL OTHER BURIED OBJECTS. GIVEN BY THE EQUATIONS IN ACI 318 FOR THE SPECIFIED 28 DAY v c METHODS.SITE VISITS DURING CONSTRUCTION ARE NOT CONTINUOUS AND u IL CONTRACTOR SHALL PROVIDE PROPER DEWATERING OF CONCRETE STRENGTH. DETAILED INSPECTION SERVICES WHICH ARE TO BE PERFORMED BY OTHERS. OBSERVATIONS ARE PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING D. MECHANICAL,ELECTRICAL AND PLUMBING R REGISTERED I THE STATE SHALL BE EXCAVATIONS FROM SURFACE WATER,GROUND WATER SEEPAGE AND IX. THE PLACEMENT S CONCRETE SHALL CONFORM TO ACI STANDARD L IF THE CONTRACTOR UNDERSTANDS DESIGN INTENT SHOWN IN THE CONTRACT DESIGNED BY AND SEALED. AN ENGINEER REGISTERED IN THE STATE THAT ETC. 304 AND PROJECT SPECIFICATIONS.CONSTRUCTION JOINTS SHALL DRAWINGS.OBSERVATIONS DO NOT GUARANTEE CONTRACTOR'S THE PROJECT SITE OCCURS.CALCULATIONS AND DETAILS SHALL BE IN III. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED,BACKFILL SHALL BE THOROUGHLY CLEANED,LAITANCE REMOVED,AND STANDING _ a PERFORMANCE AND ARE NOT TO BE CONSTRUED AS SUPERVISION OR ACCORDANCE WITH THE ASCE-7 SEISMIC DESIGN REQUIREMENTS FOR BE COMPOSED OF MINUS W MATERIAL&MECHANICALLY COMPACTED WATER REMOVED BEFORE PLACING NEW CONCRETE. VERIFICATION OF CONSTRUCTION. NON-STRUCTURAL COMPONENTS. IN LAYERS,NO GREATER THAN 12"THICK AND COMPACTED TO 98% X. ANCHOR BOLTS IN CONCRETE SHALL BE ASTM F1554-GR 36,UNO. STANDARD PROCTOR PER ASTM D698 IN A MATTER THAT DOES NOT D. THE CONTRACTOR SHALL MAKE AND KEEP CURRENT SET OF RECORD 1.10 WORKMANSHIP DAMAGE THE FOUNDATION,WATERPROOFING,OR DAMP PROOFING I. REINFORCING,EMBEDS,PIPES,WATERSTOPS AND INSERTS DRAWINGS SHOWING EXACT DIMENSIONED LOCATIONS OF UNDERGROUND MATERIAL.FLOODING WILL NOT BE PERMITTED. I. ALL EMBEDS,REINFORCING BARS,ANCHOR BOLTS,WATERSTOPS AND UTILITIES,STUB OUTS,CONSTRUCTION CHANGES. A ONLY QUALITY WORK WILL BE ACCEPTED.HAZARDOUS OR POOR INSTALLATION IV' IMPACTS `TO ADJOININGUPROPERTIES TO INCLUDE NCLUDE UT NOT FOR CONCRETE INSERTS CONCRETE PLACEMENT BE SECURELY IN PLACE PRIOR TO �gS�G1 PRACTICE WILL O CAUSE FOR REJECTION A WORK. 1.3 CODE COMPLIANCE VIBRATIONS AND SETTLEMENT FROM DRIVEN PILES,WILD-LIFE AND IL SLAB ON GRADE DOES NOT REQUIRE SLEEVES AT LOCATIONS WHERE Fy 1.11 COORDINATION NATURE RESERVES,AND ETC. MECHANICAL PIPES AND ELECTRICAL CONDUITS PASS THROUGH A. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST RULES,CODES, A. THE CONSTRUCTION DOCUMENTS DO NOT INDICATE THE METHOD OF UNLESS OTHERWISE NOTED ON MECHANICAL OR ELECTRICAL DRAWINGS 1 48 AND REGULATIONS IN THE STATE OF THE PROJECT,INCLUDING,BUT NOT LIMITED CONSTRUCTION. D. SITE CONTROL DURING CONSTRUCTION OR IN SPECIFICATION. , @�O TO OSHA,ADOPTED BUILDING CODE AND OTHER STATE AND LOCAL LAWS AND I. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND CRIBBING AS III. IF SLEEVES ARE USED,THE SLEEVES MUST BE POSITIONED BEFORE !. REGULATIONS.CODE COMPLIANCE IS MANDATORY.NOTHING IN THESE B. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING ELEVATIONS NEEDED AT ALL EXCAVATIONS,EARTH BANKS,AND EXISTING CONCRETE IS POURED.CORING OPENINGS THROUGH CONCRETE IS '�09�OF% DRAWINGS AND SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE SHOWN ON THESE DRAWINGS PRIOR TO CONSTRUCTION,DO NOT SCALE PLANS. STRUCTURES. NOT PERMITTED.DO NOT CUT REINFORCING THAT MAY INTERFERE BFAH L CNPQ�P CODES.WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, II. CONTRACTOR SHALL KEEP SOIL WITHIN 2%OF OPTIMUM MOISTURE AT WITH SLEEVES. COMPLY WITH DRAWINGS AND SPECIFICATIONS. C. CONTRACTOR TO REPORT IN WRITING ANY OMISSIONS AND/OR DISCREPANCIES MAXIMUM DENSITYAS DETERMINED BY THE MOISTURE DENSITY IV. SLAB ON GRADE SHALL NOT HAVE MECHANICAL PIPES OR ELECTRICAL ABBREVIATIONS ON DRAWINGS AND/OR SPECIFICATIONS TO THE ARCHITECT PRIOR TO CURVE OBTAINED. CONDUITS RUNNING CONTINUOUS WITHIN THE SLAB THICKNESS OR 6/17/16 B. ALL PRODUCT SUBMITTALS AND PRODUCT SUBSTITUTIONS ARE TO BE SUPPLIED PROCEEDING. III. CONTRACTOR SHALL PROVIDE PROPER SITE DRAINAGE AND DIRECTLY BELOW THE SLAB UNLESS SPECIFIED OTHERWISE ON THE WITH]CC-ES REPORTS TO COMPLY WITH CODE REGULATIONS ACCORDING TO DEWATERING OF SITE AND EXCAVATIONS.ALL EXCAVATIONS WITHIN STRUCTURAL DRAWINGS. THE ADOPTED BUILDING CODE. D. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS,FLOOR BUILDING PERIMETER SHALL BE PROPERLY BACKFILLED AND V. NO MECHANICAL OR ELECTRICAL PIPES TO BE INSTALLED PARALLEL ACI AMERICAN CONCRETE MAX MAXIMUM DEPRESSIONS,OPENINGS,SLOPES,DRAINS,CURBS,PADS,EMBEDDED ITEMS, COMPACTED TO MEET THE REQUIREMENTS OUTLINED HEREIN, IN WALL OR SLAB WITHOUT APPROVAL OF STRUCTURAL ENGINEER. INSTITUTE MECH MECHANICAL C. SEE SPECIFICATIONS FOR LEED REQUIREMENTS AND GREEN BUILDING NON-BEARING PARTITIONS,STAIR HANGERS,ETC.COORDINATE THESE ITEMS MINIMUM. AIA AMERICAN INSTITUTE OF Mr77 MEZZANINE PRACTICES REQUIRED FOR THIS PROJECT. WITH STRUCTURAL WORK. J. SUBMITTALS AND SHOP DRAWINGS ARCHITECTS MIN MINIMUM E. GEOTECHNICAL INSPECTION I. CONCRETE MIX DESIGNS: AISC AMERICAN INSTITUTE OF a. CONCRETE MIX DESIGNS SHALL BE FULLY DOCUMENTED STEEL CONSTRUCTION MISC MISCELLANEOUS 1.4 LICENSE FEES AND PERMITS E. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES,OPENINGS, 1. THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE HANGERS FOR PIPES,DUCTS,AND EQUIPMENT.COORDINATE THESE ITEMS WITH SITE PREPARATION AND FOOTING EXCAVATIONS BEFORE CONCRETE AND REVIEWED BY QUALIFIED TESTING LABORATORY AND N NORTH A .THE CONTRACTOR SHALL ARRANGE FOR REQUIRED INSPECTIONS AND PAY ALL STRUCTURAL WORK. OR REINFORCING IS PLACED. WET STAMPED BY LICENSED ENGINEER.THE SUBMITTED AISI AMERICAN IRON AND STEEL NTS NOT TO SCALE LICENSE,PERMIT AND INSPECTION FEES,UNLESS DIRECTED OTHERWISE IN II. THE GEOTECHNICAL ENGINEER SHALL CONDUCT ANY ADDITIONAL MIX TEST DATA SHALL BE IN ACCORDANCE WITH ACI 318. INSTITUTE SPECIFICATIONS. 1.12 MISC. INSPECTIONS AS REQUIRED IN THE GEOTECHNICAL REPORT OR PER b. ANY CURING COMPOUNDS OR ACCELERATORS USED ON ANSI AMERICAN NATIONAL NO or NUMBER LOCAL BUILDING DEPARTMENT. CONCRETE SLABS THAT HAS A RESILIENT TILE FINISH STANDARDS INSTITUTE OC ON CENTER 1.5 CONDITIONS AT SITE A DO NOT SCALE THE DRAWINGS. SHALL BE SUBMITTED AND APPROVED BY THE ARCHITECT APA AMERICAN PLYWOOD OWS1 OPEN WEB STEEL JOIST F. RETAINING WALL SUPPORT AND FLOOR FINISH APPLICATOR. ASSOCIATION OSB ORIENTED STRAND BOARD A VISIT TO SITE IS REQUIRED OF ALL BIDDERS PRIOR TO SUBMISSION OF BID.ALL B. TYPICAL DETAILS AND SCHEDULES INDICATED MAY NOT BE SPECIFICALLY I. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY II. CONCRETE JOINT PLACEMENT ASTM AMERICAN SOCIETY FOR OD OUTSIDE DIAMETER WILL BE HELD TO HAVE FAMILIARIZED THEMSELVES WITH ALL DISCERNIBLE REFERENCED ON THE DRAWINGS.THE CONTRACTOR IS RESPONSIBLE TO SUPPORT AND SHORING AT ALL RETAINING WALLS DURING a. THE PROPOSED LOCATIONS OF CONCRETE JOINTS MUST BE J CONDITIONS AND NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED DETERMINE WHERE EACH TYPICAL DETAIL OR SCHEDULE APPLIES.IF CONSTRUCTION.THE RETAINING WALL SUPPORT MAY BE REMOVED SUBMITTED TO THE ARCHITECTISTRUCTURAL ENGINEER TESTING AND MATERIALS PSL PARALLEL STRAND LUMBER ULI BECAUSE OF THESE CONDITIONS,WHETHER SPECIFICALLY MENTIONED OR NOT.. LOCATIONS ARE FOUND WHERE NO TYPICAL DETAIL,TYPICAL SCHEDULE,OR ONCE ALL APPLICABLE CONCRETE AND MASONRY HAVE REACHED BEFORE POURING OF CONCRETE.PLACE JOINTS AT AWS AMERICAN WELDING SOCIETY PEN PENETRATION Q SPECIFIC DETAIL APPLIES,NOTIFY THE ARCHITECTIENGINEER. DESIGN STRENGTH AND ANY FRAMING AT TOP OF RETAINING HAS LOCATIONS TO MINIMIZE CONCRETE CRACKING AND ARCH ARCHITECT OR PERP PERPENDICULAR B. CONTRACTOR TO VERIFY EXISTING STRUCTURE(S)SHOWN IN THE DRAWINGS BEEN COMPLETED THAT RESISTS WALL OVERTURNING. OTHER EFFECTS FOR CURING AND SHRINKAGE.JOINT ARCHITECTURAL PL PLATE O p.T POST TENSION,POST O AND NOTIFY ARCHITECT/STRUCTURAL ENGINEER IN WRITING OF ANY LOCATIONS SHOWN ON DRAWINGS ARE A MINIMUM. Bp BASE PLATE C DISCREPANCIES. PART 2-MATERIALS AND DESIGN CRITERIA G. SLAB ON GRADE AND FOUNDATIONS K. QUALITY ASSURANCE: BOD BOTTOM OF DECK TENSIONED U C I. ALL FOUNDATIONS SHALL BEAR ON COMPETENT NATIVE SOIL OR I. TESTING AGENCY QUALIFICATIONS:AN INDEPENDENT AGENCY, C. UTILITIES THAT ARE DAMAGED AS A RESULT OF THIS WORK SHALL PROMPTLY BE STRUCTURAL COMPACTED FILL AS DESCRIBED HEREIN.ALL SLABS ON ACCEPTABLE TO OWNER AND AUTHORITIES HAVING JURISDICTION, C CAMBER Ib OR# POUND Z W REPAIRED AT NO EXPENSE TO THE OWNER AND TO COMPLETE SATISFACTION OF 2.1 DESIGN LOADING CRITERIA GRADES SHALL BEAR ON A4"THICK DRAINAGE COURSE OF MINUS 314" QUALIFIED ACCORDING TO ASTM C 1077 AND ASTM E 329 FOR CL CENTER LINE PCF POUNDS PER CUBIC FOOT THE OWNER. A APPLICABLE BUILDING CODES! MATERIAL,GRADED FOR COMPACTION,WITH-10%PASSING THE 0200 TESTING INDICATED. C CHANNEL PSF POUNDS PER SQUARE FOOT 2012 SIEVE,COMPACTED TO 95%STANDARD PROCTOR PER ASTM D698. a. PERSONNEL PERFORMING LABORATORY TESTS SHALL BE Vl pjf D. CONTRACTOR TO VERIFY CONSTRUCTION OF BUILDING PAD AND NOTIFY THE I. "ADOPTED BUILDING BUILDING CODE(IBC):REFERENCED IN DRAWINGS AS PROVIDE A 15 MIL EXTRUDED POLYOLEFIN MEMBRANE VAPOR ACI-CERTIFIED CONCRETE STRENGTH TESTING TECHNICIAN CO CLEAR PSI POUNDS PER SQUARE INCH ADOPTED BUILDING CODE" BARRIER WITH PERMEANCE NO GREATER THAN 0.018.INSTALL AND AND CONCRETE LABORATORY TESTING TECHNICIAN- Z STRUCTURAL ENGINEER OF IMPROPER FILL OR BURIED STRUCTURES SUCH AS CONC CONCRETE PT PRESSURE TREATED II. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES Z CESSPOOLS,CISTERNS,FOUNDATIONS,UTILITIES,ETC. SEAL VAPOR BARRIER PER MANUFACTURER'S SPECIFICATIONS. GRADE I.TESTING AGENCY LABORATORY SUPERVISOR CMU CONCRETE MASONRY UNITS RAD RADIUS O H IL VAPOR BARRIER TO BE LOCATED AS DIRECTED IN ACI 302.1 R-96 SHALL BEAN ACI-CERTIFIED CONCRETE LABORATORY CONST CONSTRUCTION REF REFERENCE 1.6 SAFETY B. RISK CATEGORY:II UNLESS DIRECTED OTHERWISE BY THE ARCHITECT. TESTING TECHNICIAN-GRADE II. J A CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED C. DEAD LOADS:SELF WEIGHT OF THE STRUCTURE PLUS A MAXIMUM COLLATERAL II. SOURCE LIMITATIONS:OBTAIN EACH TYPE OR CLASS OF DL CONTINUOUS REINF REINFORCE,REINFORCED, t/N FLOORS OR ROOFS.THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED LOADS OF: 2.3 CONCRETE CEMENTITIOUS MATERIAL OF THE SAME BRAND FROM THE SAME DL DEAD LOAD REINFORCEMENT OR � N Q MANUFACTURER'S PLANT,OBTAIN AGGREGATE FROM SINGLE SOURCE, DS DEFERRED SUBMITTALS STRUCTURE L!J Z (L THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE SHORING AND/ I. SPRINKLERS= PSF GENERAL AND OBTAIN ADMIXTURES FROM SINGLE SOURCE FROM SINGLE DIA DIAMETER REQ'D REQUIRED OR BRACING WHERE STRUCRE HAS NOT ATTAINED DESIGN STRENGTH. Ii. MECHANICAL DUCUC A. TS=1.5 PSF I. CONCRETE SHALL CONFORM TO ADOPTED BUILDING CODE CHAPTER MANUFACTURER. 2L DOUBLE ANGLE REV REVISE OR REVISION Q Z III. ELECTRICAL CONDUIT=2.0PSF FOR"CONCRETE"ANDTHE FOLLOWING: III. ACI PUBLICATIONS:COMPLY WITH THE FOLLOWING UNLESS MODIFIEDOUGLAS SCHED SCHEDULE Z a B. CONTRACTOR TO PROVIDE CONSTRUCTION MEANS,METHODS,TECHNIQUES, a. ACI 318-11 BUILDING CODE REQUIREMENTS FOR BY REQUIREMENTS IN THE CONTRACT DOCUMENTS: OF DRAWING FIR SEQUENCES AND PROCEDURES AS REQUIRED. D. LIVE LOADS DWG DRAWING EL SEISMIC LOAD I. FLOOR LIVE LOADS STRUCTURAL CONCRETE. a. ACI301,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" SW SHEARWALL Q LU C. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR a. LIGHT STORAGE/LIGHT MANUFACTURING=125 PSF b. AWS D1A STRUCTURAL WELDING CODE-REINFORCING SECTIONS 1 THROUGH 5.SECTIONS 1 THROUGH 5 AND EOD EDGE OF DECK STEEL, SECTION 7,"LIGHTWEIGHT CONCRETE." ELEC ELECTRIC OR ELECTRICAL SIM SIMILAR CONDITIONS OF THE JOB SITE,INCLUDING SAFETY OF ALL PERSONS AND b. STAIRS AND EXITWAYS=100 PSF IL CONCRETE MIXING OPERATIONS SHALL BE IN ACCORDANCE WITH PROPERTY DURING PERFORMANCE OF THE WORK. b. CACI ONCRETE"SPECIFICATIONS FOR TOLERANCES FOR SK SKETCH 11. ROOF LIVE LOADS ELEV ELEVATION OR ELEVATOR ASTM C94. CONCRETE CONSTRUCTION AND MATERIALS." a. CONSTRUCTION=20 PSF(REDUCIBLE) ENGR ENGINEER III. 28 DAY CONCRETE STRENGTHS AND WIC RATIOS,SEE CONCRETE c. ACI 315"DETAILS AND DETAILING OF CONCRETE SHEET TITLE: s SOUTH 1.7 GUARANTEE E. SNOW LOAD DATA MEMBER SCHEDULES ON TYPICAL CONCRETE DETAIL SHEETS. REINFORCEMENT." EQ EQUAL SPECS SPECIFICATIONS A. GUARANTEE THE INSTALLATION,FREE FROM DEFECTS OF WORKMANSHIP AND I. SNOW IMPORTANCE FACTOR=1.0 IV. COMPLY WITH THE CONCRETE REINFORCING INSTITUTE"MANUAL OF EXIST EXISTING SQ SQUARE MATERIALS,FOR A MINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF II. THERMAL FACTOR=1.0 B. CEMENT STANDARD PRACTICE." EXT EXTERIOR SF SQUARE FOOT STRUCTURAL I. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR 11. FAB FABRICATION CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS III. GROUND SNOW LOAD:D:=15 PSF SO STANDARD II. IF SULFATES ARE IN SOIL,USE ASTM C150 TYPE V CEMENT WITH DEVELOPING DURING THIS PERIOD,WITHOUT CHARGE. V. FLAT ROOF SNOW LOAD:UPf NBALANCED PSF(CITY MIN) MINIMUM CONCRETE STRENGTH OF 4,500 PSI AND MAXIMUM WATER FF FINISH FLOOR STL STEEL INDEX, V. DRIFTING,SLIDING AND UNBALANCED SNOW LOADS: CEMENT RATIO OF 0.45. FG FINISH GRADE STRUCT STRUCTURAL 1.8 SUBSTITUTIONS �I� IN ACCORDANCE WITH ASCE7 III. DO NOT USE CONCRETE OR GROUT CONTAINING CHLORIDES. SF STRUTFORCE LEGENDS,AND FTG FOOTING A. WHEREVER POSSIBLE,MORE THAN ONE MANUFACTURER HAS BEEN LISTED FOR F. WIG LOAD DATA GENERAL NOTES GA GAGE OR GAUGE SYM SYMMETRICAL SPECIFICATIONS C. AGGREGATE GALV GALVANIZE VARIOUS PRODUCTS,ANY ONE OF WHICH WILL BE ACCEPTABLE E BASE THE I. WIND IMPORTANCE FACTOR=1.0 THRU THROUGH BID ON THE USE OF MATERIAL SPECIFIED.IF,AFTER AWARD OF THE CONTRACT, IL WIND EXPOSURE CATEGORY=C I. NORMAL WEIGHT CONCRETE AGGREGATE SHALL CONFORM TO ASTM A SUBSTITUTE IS PROPOSED,THE REQUEST FOR PERMISSION TO SUBSTITUTE III. ULTIMATE DESIGN WIND SPEED:V,ul1=115 MPH,3 SECOND GUST C33 AND PROJECT SPECIFICATIONS. GEN GENERAL(NOTES) T&G TONGUE AND GROOVE SHALL BE ACCOMPANIED WITH A STATEMENT OF THE AMOUNT OF MONEY TO BE IV. NOMINAL DESIGN WIND SPEED:V,asd=89 MPH,3 SECOND GUST II. LIGHT WEIGHT CONCRETE AGGREGATE SHALL CONFORM TO ASTM GENERAL NOTES: GC GENERAL CONTRACTOR T&B TOP AND BOTTOM RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED.THE V. APPLICABLE INTERNAL PRESSURE COEFFICIENT:GCpI=+1-0.18 C330 AND PROJECT SPECIFICATIONS. GLU-LAM GLUED LAMINATED WOOD TOB TOP OF BEAM ENGINEER IS THE SOLE JUDGE OF ACCEPTABILITY OF PROPOSED VI. COMPONENT AND CLADDING WIND LOADS:NET DESIGN WIND D. CEMENTITIOUS MATERIALS G1 THE DIMENSIONS SHOWN HERE APPLY TO STRUCTURAL ELEMENTS ONLY,SEE BEAM TOC TOP OF CONCRETE SUBSTITUTIONS.IF A SUBSTITUTE IS PERMITTED,AND ANY REDESIGN EFFORT PRESSURE,pnet BASED ON WIND EFFECTIVE AREA OF 50 S.F. I. CEMENTITIOUS MATERIALS MATERIALS SUCH AS FLY ASH,SLAG,SILICA FUME,AND ARCHITECTURAL PLANS FOR ANY DIMENSIONS NOT SHOWN. HSS HOLLOW STRUCTURAL TOF TOP OF FOOTING IS THEREBY NECESSITATED,THE REQUIRED REDESIGN SHALL BE AT THE a. ZONE 1=-27.2 PSF OTHER POZZOLANS;MAY BE USED AS AN ALTERNATIVE TO PORTLAND G2 CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL CONDITIONS.IF ANY SECTION TOM TOP OF MASONRY CONTRACTOR'S EXPENSE. b. ZONE 2=-36.5 PSF CEMENT.THE AMOUNT OF CEMENTITIOUS MATERIALS USED SHALL BE HORIZ HORIZONTAL TOS TOP OF STEEL C. ZONE 3=43.8 PSF ADEQUATE FOR CONCRETE TO SATISFY THE SPECIFIED DISCREPANCY OCCURS BETWEEN EXISTING CONDITIONS AND PROPOSED CONTRACTOR SHALL VERIFY ALTERATIONS,CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL INT INTERIOR d. ZONE4=-25.9 PSF REQUIREMENTS FOR STRENGTH,WlCM,DURABILITY,AND TOW TOP OF WALL ALL D SHOWN OR IMPLIED ENGINEER BEFORE PERFORMING ALTERATION WORK. IBC INTERNATIONAL BUILDING e. ZONE 5=-29.8 PSF TRANS TRANSVERSE FINISHABILITY,UNLESS NOTED OTHERWISE BELOW.CEMENTITIOUS CODE G. EARTHQUAKE DESIGN DATA MATERIAL SHALL BE IN ACCORDANCE WITH ACI 301-10,SECTION 42 TJI TRUS JOIST I-LEVEL I JOIST a. IF FLY ASH IS USED,THE MAXIMUM AMOUNT SHALL BE 25% JET JOIST BEARING TIP TYPICAL DRAWING SCALE APPLIES TO I. SEISMIC IMPORTANCE FACTOR=1.0 BY WEIGHT OF TOTAL CEMENTITIOUS MATERIALS. LEGEND: K KIP(1,000 LES) zz"x 3a"sHEH SIZE Il. SEISMIC DESIGN CATEGORY=B UN UNLESS NOTED III. SITE CLASS=D b. CONCRETE EXPOSED TO FREEZE-THAW CYCLES AND WHERE LSL LAMINATED STRAND LUMBER LINO UNLESS NOTED OTHERWISE REVISION DATE EXPOSURE TO DEICING CHEMICALS IS ANTICIPATED SHALL V. BASIC SEISMIC RESISTING SYSTEM ORDINARY STEEL MOMENT FRAME LVL LAMINATED VENEER LUMBER VERT VERTICAL HAVE CEMENTITIOUS MATERIAL AMOUNTS LIMITED TO ACI 1 SECTION NEW CONSTRUCTION Revision 1 6/17/16 V. RESPONSE MODIFICATION FACTOR,R=3.0 318 LW LIGHTWEIGHT WT WEIGHT VI. SPECTRAL RESPONSE ACCELERATION: 50.00 REFERENCE LL LIVE LOAD a. SHORT PERIOD,Ss=0212 EXISTING CONSTRUCTION W WIDE FLANGE E. ENTRAINED AIR OR PROVIDED BY OTHERS LLH LONG LEG HORIZONTAL b. 1 SECOND PERIOD,S7=0.081 WL WIND LOAD I. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL HAVE 6% LLV LONG LEG VERTICAL VII. DESIGN SPECTRAL RESPONSE ACCELERATION: 1 ELEVATION _ ELEMENT BEYOND! WSP WOOD STRUCTURAL PANEL (+/-1.5%)OF ENTRAINED AIR.ALL OTHER CONCRETE SHALL HAVE 2% LONGIT LONGITUDINAL a. SHORTPERIO I D,Sds dI=0. (+/-1%)OF ENTRAINED AIR. 50.00 REFERENCE OPTIONAL WP WORK POINT b. 1 SECOND PERIOD,Sdi=0.129 MANUF MANUFACTURER DRAWN II. SPECIFIED AIR ENTRAINMENT PERCENTAGE SHALL BE ACHIEVED AT BY: JD TIME CONCRETE IS DELIVERED ON SITE. 1 � MASONRY(emu) GENERAL VIEW CHECKED F. SLUM1.P SLUMP OF CONCRETE MIXTURE BEFORE ADDING ADMIXTURES SHALL 50.00 REFERENCE ' CONCRETE BY: JC BE 4°(+l-1°). JOB REVISION CLOUD EARTH NUMBER: 15392 G. SHRINKAGE AND NUMBER E/V G /NEE l4//V G I. CONCRETE MIX DESIGN SHALL HAVE TEST DATA OF SHRINKAGE LESS PROJECT DATE: THAN.05%. 440 East Corporate D,Ste.103 MARCH 2O16 Meridian ID 83 2 f SHEET OF -20&288-2182 �qe<a tsnuAat S0.00 STRUCTURAL SPECIFICATIONS m c � PART 2-MATERIALS AND DESIGN CRITERIA(CONT) 2.5 POST INSTALLED ANCHORS INTO CONCRETE(CONT) PART 3-EXECUTION TABLE 1705.3 2.4 REINFORCING STEEL BAR F. QUALITY ASSURANCE 3.1 GENERAL NOTES REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION 0 a I. REMOVE AND REPLACE MISPLACED OR MALFUNCTIONING ANCHORS. Vf A. GENERAL FILL EMPTY ANCHOR HOLES AND PATCH FAILED ANCHOR LOCATIONS A THE METHODS,PROCEDURES,AND SEQUENCE OF CONSTRUCTION ARE THE VERIFICATION AND INSPECTION REQUIRED CONT PERIODIC - I. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE WITH HIGH-STRENGTH NON-SHRINK NONMETALLIC GROUT.ANCHORS RESPONSIBILITY OF THE CONTRACTOR. YES NO CONCRETE AND/OR MASONRY SPECIFICATIONS. THAT FAIL TO MEET PROOF LOAD OR INSTALLATION TORQUE 1. INSPECTION OF REINFORCING STEEL,INCLUDING REQUIREMENTS SHALL BE REGARDED AS MALFUNCTIONING. B. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN X X °+ B. REINFORCING STEEL II. CERTIFICATIONS:UNLESS OTHERWISE AUTHORIZED BY THE AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF PRESTRESSING TENDONS,AND PLACEMENT. I. DEFORMED BARS SHALL BE ASTM A615-GRADE 60 ENGINEER,ANCHORS SHALL HAVE ONE OF THE FOLLOWING CONSTRUCTION. 2. INSPECTION OF REINFORCING STEEL WELDING IN ' II. WELDED WIRE FABRIC SHALL BE ASTM A185 CERTIFICATIONS: ACCORDANCE WITH TABLE 1705.22,ITEM 2B. X m a. ICC ES EVALUATION REPORT INDICATING CONFORMANCE C. THE CONTRACTOR SHALL EMPLOY LICENSED STRUCTURAL ENGINEER FOR C C. CONSTRUCTION EXECUTION WITH CURRENT APPLICABLE ICC ES ACCEPTANCE CRITERIA. DESIGN OF TEMPORARY SHORING AND BRACING. 3. INSPECTION OF ANCHORS CAST IN CONCRETE I. FOR REINFORCING PLACEMENT,LAP LENGTH,AND ADDITIONAL III. TESTING:10%OF EACH TYPE AND SIZE OFDRILLED-IN ANCHOR SHALL WHERE ALLOWABLE LOADS HAVE BEEN INCREASED X X Q INFORMATION SEE CONCRETE TYPICAL DETAIL SHEETS AND MASONRY BE PROOF LOADED BY THE INDEPENDENT TESTING LABORATORY. D. THE CONTRACTOR SHALL TAKE THE RESPONSIBILITY TO PROVIDE SUPERVISION OR WHERE STRENGTH DESIGN IS USED. 8 E TYPICAL DETAIL SHEETS. ADHESIVE ANCHORS AND CAPSULE ANCHORS SHALL NOT BE TORQUE OF THE CONSTRUCTION TO INSURE COMPLIANCE WITH THE APPROVED PLANS 11. FIELD BENDING OR STRAIGHTENING OF BARS SIZES 3 THROUGH 5 TESTED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.IF ANY OF AND SPECIFICATIONS. 4. INSPECTION OFANCHORS POST-INSTALLED IN P o MAY BE FIELD BENT COLD THE FIRST TIME.OTHER BARS REQUIRE THE TESTED ANCHORS FAIL TO ACHIEVE THE SPECIFIED TORQUE OR HARDENED CONCRETE MEMBERS. X X O P c PREHEATING.DO NOT TWIST BARS. PROOF LOAD WITHIN THE LIMITS AS DEFINED ON THE DRAWINGS,ALL E. PER THE ADOPTED BUILDING CODE SECTION 1704.4,EACH CONTRACTOR o Q E III, BARS SHALL NOT BE WELDED UNLESS SPECIFICALLY STATED ON ANCHORS OF THE SAME DIAMETER AND TYPE AS THE FAILED ANCHOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND-FORCE-RESISTING OR 5. VERIFYING USE OF REQUIRED DESIGN MIX. X X DRAWINGS OR AUTHORIZED BY ENGINEER. SHALL BE TESTED,UNLESS OTHERWISE INSTRUCTED BY THE SEISMIC-FORCE-RESISTING SYSTEM,DESIGNATED SEISMIC SYSTEM OR A WIND y IV. WELDED WIRE FABRIC SHALL HAVE MINIMUM LAP LENGTH TO BE ENGINEER. OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL 8. AT THE TIME FRESH CONCRETE IS SAMPLED TO V)THE GREATER OF 61NCHES OR ONE AND A HALF MESH BAYS. . TENSION TESTING SHOULD BE PERFORMED IN ACCORDANCE INSPECTIONS SHALL SUBMITA WRITTEN STATEMENT OF RESPONSIBILITY TO FABRICATE SPECIMENS FOR STRENGTH TESTS, y L PERFORM SLUMP AND AlAIR CONTENT TESTS,AND WITH ASTM E488. THE BUILDING OFFICI X X �, �AL AND THE OWNER PRIOR TO THE COMMENCEMENT OF � a 'WORK ON THE SYSTEM OR COMPONENT.THE CONTRACTORS STATEMENT OF DETERMINE THE TEMPERATURE OF THE CONCRETE. D u D. SUBMITTALS AND SHOP DRAWINGS b. TORQUE SHALL BE APPLIED WITHACALIBRATED TORQUE i o c y I. REINFORCING STEEL SHOPS WRENCH. RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE 7, INSPECTION OF CONCRETE AND SHOTCRETE u c. PROOF LOADS SHALL BE APPLIED WITH A CALIBRATED SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL c o .o a. REINFORCING STEEL SHOP DRAWINGS SHALL BE SUBMITTED INSPECTION. PLACEMENT FOR PROPER APPLICATION X X m12 TO THE ENGINEER FOR REVIEW AND APPROVAL. HYDRAULIC RAM.DISPLACEMENT OF ADHESIVE ANDEX TECHNIQUES. 2 S £ £ b. PLACING DRAWINGS THAT DETAIL FABRICATION,BENDING, CAPSULE ANCHORS AT PROOF LOAD SHALL NOT EXCEED � � 5 AND PLACEMENT.INCLUDE BAR SIZES,LENGTHS,MATERIAL, D/10,WHERE D IS THE NOMINAL ANCHOR DIAMETER. 3.2 DEMOLITION 8. INSPECTION OF MAINTENANCE OF SPECIFIED X X S GRADE,BAR SCHEDULES,STIRRUP SPACING,BENT BAR IV. MINIMUM ANCHOR EMBEDMENTS,PROOF LOADS AND TORQUES SHALL CURING TEMPERATURE AND TECHNIQUES. e, DIAGRAMS,BAR ARRANGEMENT,SPLICES AND LAPS, BE AS SHOWN ON THE DRAWINGS. A. THE CONTRACTOR MAY REMOVE EXISTING CONSTRUCTION AND REPLACE WITH MECHANICAL CONNECTIONS,TIE SPACING,HOOP SPACING, V. FOR SLEEVE/SHELL INTERNALLY THREADED CATEGORIES,VERIFY THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT AND ARCHITECT/ 9. INSPECTION OF PRESTRESSED CONCRETE: AND SUPPORTS FOR CONCRETE REINFORCEMENT.PROVIDE THAT THE ANCHOR IS NOT PREVENTED FROM WITHDRAWING BY STRUCTURAL ENGINEER. a. APPLICATION OF PRESTRESSING FORCES. X X ELEVATIONS IN WALLS AS APPLICABLE. BASE PLATE OR OTHER FIXTURES IF RESTRAINT IS FOUND,LOOSEN AND SHIM OR REMOVE FIXTURES PRIOR TO TESTING. B. THE EXTENT OF THE DEMOLITION MAYOR MAY NOT BE SHOWN IN THESE b. GROUTING OF BONDED PRESTRESSING 2.5 POST INSTALLED ANCHORS INTO CONCRETE CHARGED CONSTRUCTION RESPONSIBLE FOR SHOWING CONSULTANTSTS.THE NOT SHOWING THE ENTIRE TENDONS IN THE SEISMIC FORCE-RESISTING X X FSSIGISTEFNC�y 2.6 STEEL SYSTEM. E F A. ANCHOR DIAMETER REFERS TO THE THREAD SIZE FOR THE WEDGE AND SHELL EXTENT OF DEMOLITION. 4 { F9 CATEGORIES AND THE ANCHOR OUTSIDE DIAMETER FOR THE SLEEVE A. GENERAL 10.ERECTION OF PRECAST CONCRETE MEMBERS. X X 214 CATEGORY. I. ALL STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED,AND C. THE CONTRACTOR SHALL TAKE THE RESPONSIBILITY TO INSURE THE REMOVAL 1 8 ERECTED IN ACCORDANCE WITH ADOPTED BUILDING CODE CHAPTER OF THE EXISTING STRUCTURE AND PROVIDE THE ARCHITECT/STRUCTURAL 11.VERIFICATION OF IN-SITU CONCRETE STRENGTH, B. INSTALL AND STORE ANCHORS PER MANUFACTURER'S RECOMMENDATIONS. ENGINEER WITH METHODS,PROCEDURES AND SEQUENCE PLAN. PRIOR TO STRESSING OF TENDONS IN EXP:LYJ31H0 FOR THE FOLLOWING: POST-TENSIONEDCONCRETEAND .Z a. AISC 341-10 SEISMIC PROVISIONS FOR STRUCTURAL STEEL REMOVAL OFF SHORES AND FORMS FROM BEAMS X X OgrF OF TOP P� C. MATERIALS:FASTENERS AND ANCHORS:GRADES ADDRESSED IN STEEL AND BUILDINGS. 3.3 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS AND STRUCTURAL SLABS. F'DH CHO REINFORCING STEEL BAR NOTES. b. AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. A. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE APPROPRIATE BUILDING 12.INSPECT FORMWORK FOR SHAPE,LOCATION AND D. DRILLED-IN ANCHORS C. AISC 303-10 CODE OF STANDARD PRACTICE FOR STEEL OFFICIAL,REGISTERED SPECIAL INSPECTOR,AND/OR REGISTERED LICENSED DIMENSIONS OF THE CONCRETE MEMBER BEING X �' 6/17/16 1. WEDGE ANCHORS:WEDGETYPE,TORQUE-CONTROLLED,WITH BUILDINGS AND BRIDGES. ENGINEER FOR ALL SPECIAL INSPECTIONS OR TESTING REQUIRED IN THIS FORMED. IMPACT SECTION TO PREVENT THREAD DAMAGE COMPLETE WITH d. AWS D1.1 STRUCTURAL WELDING CODE STEEL. SECTION. REQUIRED NUTS AND WASHERS.PROVIDE ANCHORS WITH LENGTH e. AWS D1.3 STRUCTURAL WELDING CODE SHEET STEEL. IDENTIFICATION MARKINGS CONFORMING TO ICC ES AC01 OR f. RCSC'S SPECIFICATION FOR STRUCTURAL JOINTS USING B. CONTRACTOR SHALL SUBMIT ALL SPECIAL INSPECTION REPORTS TO TABLE 1705.6 ICC ES AC193.TYPE AND SIZE AS INDICATED ON DRAWINGS. ASTM A325 OR A490 BOLTS. STRUCTURAL ENGINEER OF RECORD WITHIN 14 DAYS OF EACH REPORT BEING REQUIRED VERIFICATION AND INSPECTION OF SOILS ACCEPTABLE ANCHORS ARE AS FOLLOWS: IT. AWS D1.7 GUIDE FOR STRENGTHENING AND REPAIRING COMPLETED. a. HILTI KWIK BOLT 3,ICC ESR-1385 AND ESR-2302. EXISTING STRUCTURES. REQUIRED b. HILTI KWIK BOLT TZ,ICC ESR-1917(CARBON STEEL AND h. AWS D1.8 STRUCTURAL WELDING SEISMIC SUPPLEMENT. C. AN APPROVED AGENCY AS SET FORTH IN ADOPTED BUILDING CODE SECTION VERIFICATION AND INSPECTION NO YES CONT PERIODIC AISI TYPE 304 STAINLESS STEEL). IL ALL WELDING SHALL CONFORM TO CURRENT AMERICAN WELDING 1703 WITH THE APPROVAL OF THE BUILDING OFFICIAL MAY PERFORM SPECIAL II. SCREW ANCHORS:SCREW M.PRE-DRILLING OF THE HOLE SOCIETY STANDARDS AND TO BE PERFORMED BY CERTIFIED WELDERS. INSPECTIONS. 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS REQUIRES A STANDARD ANSI DRILL BIT WITH THE SAME DIAMETER AS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING X X THE ANCHOR AND INSTALLING THE ANCHOR WILL BE DONE WITH AN B. STRUCTURAL STEEL SHAPES D. PER THE ADOPTED BUILDING CODE SECTION 1704.5,A STRUCTURAL CAPACITY. IMPACT WRENCH.PROVIDE ANCHORS WITH A DIAMETER AND ANCHOR I. PLATES,ANGLES,CHANNELS,M-SHAPE,SSHAPE,MC SHAPE AND OBSERVATION IS REQUIRED TO BE PERFORMED BY REGISTERED DESIGN 2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER LENGTH MARKING ON THE HEAD.TYPE AND SIZE AS INDICATED ON BARS SHALL BE ASTM A36. PROFESSIONAL FOR ANY OF THE FOLLOWING CONDITIONS: . DEPTH AND HAVE REACHED PROPER MATERIAL X X DRAWINGS.ACCEPTABLE ANCHORS AREAS FOLLOWS: II. RECTANGULAR HSS SHAPES SHALL BE ASTM A5D0-GRADE B(Fy=46 ksi) 1. IF REQUIRED BY BUILDING OFFICIAL. a. HILTI KWIK-HUS EZ,ICC-ESR 3027. 3.PERFORM CLASSIFICATION AND TESTING OF b. SIMPSON TITEN HD,ICCESR-2713 AND ICCESR-1056, C. WELDING E. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY ADOPTED BUILDING COMPACTED FILL MATERIALS. X X J Ill. CARTRIDGE INJECTION ADHESIVE ANCHORS:THREADED STEEL ROD, I. WELDING ELECTRODES SHALL BE E70XX,UNLESS NOTED OTHERWISE CODE SECTION 1704 AND 1705(SPECIAL INSPECTIONS),1706.11(SPECIAL W INSERTS OR REINFORCING DOWELS,COMPLETE WITH NUTS,WASHERS, IL ALL FILLET WELD SHALL BE PER AISC.MINIMUM SIZES ARE BASED ON INSPECTIONS FOR SEISMIC RESISTANCE),OR 1705.12(STRUCTURAL TESTING 4.VERIFY USE OF PROPER MATERIALS,DENSITIES AND In OR HYBRID MORTAR ADHESIVE INJECTION SYSTEM,AND THICKNESS OF MATERIALS JOINED,UNLESS NOTED OTHERWISE. FOR SEISMIC RESISTANCE),THE REGISTERED DESIGN PROFESSIONAL IN LIFT THICKNESSES DURING PLACEMENT AND X X O MANUFACTURER'S INSTALLATION INSTRUCTIONS.TYPE AND SIZE AS III. ALL WELDED JOINTS SHALL BE IN ACCORDANCE WITH PREQUALIFIED RESPONSIBLE CHARGE IS REQUIRED TO PREPARE A STATEMENT OF SPECIAL COMPACTION OF COMPACTED FILL. INDICATED ON DRAWINGS.ACCEPTABLE ANCHORS ARE AS FOLLOWS: JOINT DETAILS IN THE STRUCTURAL WELDING CODE. INSPECTION DESCRIBED IN THE FOLLOWING(ALL TABLES REFERENCED ARE O a. HILTI HIT-Z AND HIT-ZR ANCHOR RODS AND STEEL FROM THE ADOPTED BUILDING CODE,UNO): 5.PRIOR TO PLACEMENT OF COMPACTED FILL, REINFORCING BARS WITH HILTI HIT-HY 200 ADHESIVE D. BOLTS AND CONNECTIONS I. SOILS:REFER TO TABLE 1705.6 OBSERVE SUBGRADE AND VERIFY THAT SITE HAS X Z X ANCHORAGE SYSTEM FOR ANCHORAGE TO CONCRETE, I. ANCHOR BOLTS IN CONCRETE OR MASONRY SHALL BE ASTM F1564- a. EXISTING SITE SOIL CONDITIONS BEEN PREPARED PROPERLY. YJ Q ICC ESR-3187, GRADE 36,UNO. b. FILL PLACEMENT b. THREADED RODS WITH HILTI HIT-HY 70 ADHESIVE ANCHOR II. NUTS SHALL BE ASTM A563 c. LOAD-BEARING REQUIREMENTS SYSTEM FOR ANCHORAGE INTO UNGROUTED AND FULLY III. WASHERS SHALL BE F436.DIRECT-TENSION-INDICATOR WASHERS II. CONCRETE:REFER TO TABLE 1705.3 N od GROUTED CONCRETE MASONRY WALLS,AND UNGROUTED SHALL BE F959. III. STRUCTURAL STEEL BRICK MASONRY WALLS,IN ACCORDANCE WITH IV. THREADED RODS SHALL BE ASTM A36. a. SPECIAL INSPECTION,QUALITY CONTROL,QUALITY Z ICC ESR-2682. V. BOLT HOLES FOR ANCHOR BOLTS SHALL BE OVERSIZED PER THE AISC. ASSURANCE AND NON-DESTRUCTIVE TESTING FOR Z H c. HILTI HAS THREADED RODS WITH RE 500 SO INJECTIONS VI. SHEAR STUD CONNECTORS SHALL BE ASTM A108. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH O Q ADHESIVE ANCHORING SYSTEM FOR ANCHORAGE TO 'Al. SHEAR STUD CONNECTORS SHALL BE MANUFACTURED BY NELSON REQUIREMENTS OF AISC 360-10,CHAPTER N. N J CONCRETE,ICC ESR-2322. STUD WELDING CO.OR EQUAL AND BE WELDED PER MANUFACTURERS 1. FABRICATOR AND ERECTOR TO PERFORM QUALITY H Q IV. CAPSULE ANCHORS:THREADED STEEL ROD,INSERTS AND RECOMMENDATIONS. CONTROL PROCEDURES AND INSPECTIONS. REINFORCING DOWELS WITH 45 DEGREE CHISEL POINT,COMPLETE 11. FABRICATOR AND ERECTOR TO HAVE REQUIRED W Z WITH NUTS,WASHERS,GLASS OR FOIL CAPSULE ANCHOR SYSTEM E. EXECUTION DOCUMENTS AVAILABLE FOR REVIEW UPON 0 Q Z CONTAINING POLYVINYL OR URETHANE METHACRYLATE-BASED RESIN I. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED,UNO. REQUEST,UNLESS OTHERWISE REQUIRED IN THE 4 _ AND ACCELERATOR,AND MANUFACTURER'S INSTALLATION II. STEEL NOT EXPOSED TO WEATHER SHALL BE LEFT UN-PAINTED CONTRACT DOCUMENTS TO BE SUBMITTED. Z IL ` INSTRUCTIONS.TYPE AND SIZE AS INDICATED ON DRAWINGS. UNLESS NOTED OTHERWISE IN ARCHITECTURAL DRAWINGS OR Ili. INSPECTION OF WELDING X W u� 5 a. HILTI HVAADHESIVE SYSTEM WITH HVU CAPSULES. SPECIFICATIONS. iv. NONDESTRUCTIVE TESTING OF WELDED JOINTS O F III. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT v. INSPECTION OF HIGH-STRENGTH BOLTING E. SUBMITTALS AND SHOP DRAWINGS FABRICATION ERRORSWTTHOUT THE APPROVAL OF THE ENGINEER, vi. OTHER INSPECTION TASKS: I. PRODUCT SPECIFICATIONS WITH RECOMMENDED DESIGN VALUES AND A. INSPECTION OF FABRICATED STEEL PHYSICAL CHARACTERISTICS FOR EPDXY DOWELS,EXPANSION AND F. SHOP DRAWINGS AND SUBMITTALS B. INFECTION OF ERECTED STEEL UNDERCUTANCHORS.! I. STEEL SHOP DRAWINGS: C. INSPECTION OF ANCHOR RODS SHEET TITLE: II. ICC-ES CERTIFICATES a. SHOW FABRICATION OF STEEL COMPONENTS. vil. INSPECTION OF COMPOSITE CONSTRUCTION III. TEST REPORTS:CERTIFIED TEST REPORTS SHOWING COMPLIANCE b. INCLUDE DETAILS OF CUTS,CONNECTIONS,SPLICES, vill. EXCEPTION FOR APPROVED FABRICATORS AND WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL CAMBER,HOLES,AND OTHER PERTINENT DATA. ERECTORS: STRUCTURAL PROPERTIES. c. INCLUDE EMBEDMENT DRAWINGS. A. QUALITY ASSURANCE MAY BE WAIVED d. INDICATE WELDS BY STANDARD AWS SYMBOLS, WHEN THE WORK IS PERFORMED IN A MATERIAL DISTINGUISHING BETWEEN SHOP AND FIELD WELDS,AND FABRICATING SHOP OR BY AN ERECTOR SPECIFICATIONS SHOW SIZE,LENGTH,AND TYPE OF EACH WELD.SHOW APPROVED BY THE AUTHORUITY HAVING BACKING BARS THAT ARE TO BE REMOVED AND JURISDICTION TO PERFORM THE WORK SUPPLEMENTAL FILLET WELDS WHERE BACKING BARS ARE WITHOUT QUALITY ASSURANCE. TO REMAIN. b. LATERAL RESISTING SYSTEMS:SPECIAL INSPECTION FOR e. INDICATE TYPE,SIZE,AND LENGTH OF BOLTS. STRUCTURAL STEEL SEISMIC FORCE RESISTING SYSTEMS IN II. WELDING PROCEDURE SPECIFICATIONS(WPS)AND PROCEDURE SEISMIC DESIGN CATEGORY C,D,E OR F SHALL BE IN QUALIFICATION RECORDS(PQR):PROVIDE ACCORDING TO AWS ACCORDANCE WITH THE QUALITY ASSURANCE D1.1/D1.1 M,"STRUCTURAL WELDING CODE-STEEL,"FOR EACH REQUIREMENTS OF AISC 341.10. WELDED JOINT WHETHER PREQUALIFIED OR QUALIFIED BY TESTING, I. ALL STEEL MOMENT FRAMES INCLUDING THE FOLLOWING: II. ALL STEEL BRACE FRAMES a. POWER SOURCE(CONSTANT CURRENT OR CONSTANT VOLTAGE). b. ELECTRODE MANUFACTURER AND TRADE NAME,FOR CONTRACTOR SHALL VERIFY DEMAND CRITICAL WELDS. ALL DIMENSIONS a CONDITIONS SHOWN OR IMPLIED G. QUALITY ASSURANCE I. TESTING AGENCY QUALIFICATIONS:QUALIFIED ACCORDING TO DRAWNGSCALE APPLIES TO ASTM E 329 FOR TESTING INDICATED. 22'X 34"SHEEP SIZE II. WELDING QUALIFICATIONS: a. QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO REVISION DATE AWS DI.1/D1.1M,"STRUCTURAL WELDING CODE-STEEL" b. QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO AWS D1.3,"STRUCTURAL WELDING CODE-SHEET STEEL." C. WELDERS AND WELDING OPERATORS PERFORMING WORK ON BOTTOM-FLANGE,DEMAND-CRITICAL WELDS SHALL PASS THE SUPPLEMENTAL WELDER QUALIFICATION TESTING,AS REQUIRED BYAWS D1.8.FCAWS AND FCAW-G SHALL BE CONSIDERED SEPARATE PROCESSES FOR WELDING DRAWN PERSONNEL QUALIFICATION. By. JD H. DEFERRED SUBMITTALS:SHOP DRAWINGS AND CALCULATIONS ARE REQUIRED CHECKED JC TO BE STAMPED AND SIGNED BYA LICENSED PROFESSIONAL ENGINEER IN THE By: STATE WHERE THE PROJECT IS LOCATED. I. GUARD AND HAND RAILS JOB II. PRE-ENGINEERED STEEL BUILDING NUMBER: 15392 E N G /N E E R/TU G PROJECT DATE: sao mac C_Pm Dr.,SIe.10 MARCH 2O16 Meridian ID 83642 ph 208-288-2181 SHEET 1 OF f.MS.288.2182 w' ismanoz SO"01 8 i LEGEND t` A GENERAL O 7oc=o'-o^ DENOTES ELEMENT ELEVATION: (TOC)=TOP OF CONCRETE N (TOF)=TOP OF FOOTING L m 12' CONCRETE (SEE 5 I I I J•J , Y / 2.00's SERIES SHEETS) DENOTES TYPE OF ELEMENT: � I Btl-1 1/2" I (W)•WALL,SEE 2/S2.02 Q EXISTING BUILDING-TO-OUT OF CONCRETE I DENOTES CONCRETE -0" 1 m"13'-0" WB DESCRIBES SPACING OF REINFORCING 13 I (INCHES OC) 10'-0" 25'-tl' u g I DESCRIBES DIMENSIONS ' [THICKNESS](INCHES) . 1 SIDEWALK,SEE ARCH to y DENOTES TYPE OF ELEMENT: 1✓ • �, I 53.01 �(PR)=PIER,SEE 1IS2.02 O1 y yy !!!!l1121 C�DENOTES CONCRETE O PR c e N — I 1_ I i C!� —_----___— L DESCRIBES DIMENSIONS(WIDTH,LENGTH(INCHES)^ CF10-A — DENOTES ELEMENT TYPE:6T (F)=SPREAD FOOTING,SEE i52.01 PR1224CI � 24 J (CF)=CONTINUOUS FOOTING,SEE 1/52.01— F�C �C C 1-2" TS) THICKENED SLAB,SEE 1IS2.01 III III I If I §' DENOTES CONCRETE III I'I I I CF,,,-A DENOTES UNEVEN DIMENSIONS,VARIATION i III III T6I/ I IN DEPTH OR VARIATION IN REINFORCING `SS1�siEFN��y III III TOF=94'-0" I J L \ DESCRIBES ROUGH DIMENSIONS /8 FED I I I I 'CFi C-A r I [WIDTH,LENGTH](FEET) M1]4 i iIi iIi —r —J - ------ DESCRIBES DIMENSIONS 1 I I I �+%;::r'=� �• I 4„S�[THICKNESS](INCHES) �q EXR2M ltlg�0 q III III I I },�,,+gR12244 I ��—DENOTES SLAB ON GRADE,SEE 4/52.01 OF L 008 I s3.o1 I I III I ,.�;�;i;�rkl•. III III I "��+�1'�i''} ~''•+• DENOTES SLOPED FLOOR SLABS,COORDINATE SIZE AND 6/17/16 III III I }}ICF1C-An�I.i:�'�!,r SEE ARCH FOR STAIR LOCATION WITH ARCHITECT. I III III I :y !K;!L �•. I D REINIMEFORCEMENT NSIONS AND III III I rl7,±;,; I KEYNOTE SYMBOL LEGEND: III III ati4•: :' ',1y. I I I I :ti/_�••"�,t-41,.�7•i_ I WA WHERE APPLICABLE I I I I qq Y s,. 1r DENOTES ELEMENT SIZE AND INFORMATION IS PROVIDED ' I I( III �•I I .,�:Y' 4 '• S3.01 - �5 ON PLAN AND/OR APPLICABLE SCHEDULES. KEYED NOTES I I I fk TYP•uF10 I I I I i`Yr::'.YSr` I o I I~ I I I .Y:,�.3•-:7:;,;%..v'4 COORDINATEWITH rj I I I I ;SLOPE,w:• !;•{v. I CIVIL FOR TOP OF J iIi iIi {{s:4^,.o•. ;r�._+;i f•�r 7 IL WALL ELEVATION G08 DOWEL SLAB REBAR TO EXISTING CONCRETE.DRILL TO 6"EMBED AND SET WITH Lu I TOC-100'-0" I F,.�t"e'+L•i;.i: .';'h r• I HILTI HIT-HY 200 EPDXY. 0 G08 III III Ho�TOF•94'-0" ••-• •" i iIi iIi FICA , r FOUNDATION NOTES: i III III PRi2241 112" Z W III III F77C I 1. FOUNDATION DESIGN IS BASED ON THE PRELIMINARY COLUMN BASE REACTIONS Q ( I I SHOWN BELOW.MEMBER SIZES AND LOCATIONS MAY BE REVISED BASED ON N III III I I I 3 e COORDINATION WITH THE PRE-ENGINEERED METAL BUILDING SUBMITTAL. 53.01 LOAD CASE VERTICAL LATERAL Z Z III III DEAD LOAD(BEARING) 16.9K 7A K O Q —2 III III I I DEAD LOAD(UPLIFT) 7.4 K 3.7 K y J �Iy11------------- I----------- - � Q I- —I------- D SNOW LOAD 25.1K 18.5K W Z III III FR1C824C Z L, I I WIND LOAD +/-27.8K +/-23.8K Q Q LL` IJ ZIL I'I I'I l i laa x i III III I I Is`1¢;�g Q W EXISTING PIER, III III I I I STEM WALL AND i PR1224C III PR1824C III PR7824C PR2424C I I I FOUNDATION I+I F77C I+I F77C F77C 1 7+rL r I I I WBC 16 TYP r I I I r 1-21 _SHEET TITLE --� L--- ---- --� L——————————- I -- > > E FOUNDATION PLAN I I 2 I TOF•94'-0• r ' I I s3.oi I TYP AT EXT ' N 1 FOUNDATION PLAN Q :1/8"=1'-0" CONTRACTOR SHALL VERIFY SCALE ALL DIMENSI &COND010N5 SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 2Z'X34"SHEET SIZE REVISION DATE Revision 1 6/17/16 DRAWN 1D BY: CHECKED BY: Jc JOB NUMBER: 15392 E N G /N E E R/N G PROJECT DATE: 448 E.atC,T—te be„Sa.103 MARCH 2O16 Meridian M 83W ph 08-288-2181fax20&28&2182 Palen I— SHEET S1.01 OF 8 CONCRETE SPREAD FOOTING SCHEDULE ? SIZE REINFORCING N CONCRETE STEM WALL L DEPTH STRENGTH PIPE THRU _ FOR REINF AT MARK WIDTH LENGTH IS NOTE 2) TOP BOTTOM Tc(PSI) COMMENTS sTEMWALL PENETRATIONS.SEEe TRENCH O F77C T-0" T-0" 1'-0" 8#5 EACH WAY (8)#5 EACH WAY 4,500 - _---- -__ 52.01 FOOTING FOOTING "D"+1'-6" 1a•a'MIN EXCAVATION N 8 0 .... , .. .r' . FINISH GRADE __________ L m CONTINUOUS FOOTINGS, _ I I I O m STEP FOOTING DOWN AS .• I `I I I 13 NEEDED TO AVOID I BACKFILL I I rn PENETRATION THRU ",1• "A,w '.a ~ w 1 I PER SOILS I I ' FOOTING,SEE DETAIL - .A I I REPORT I -' a _ "D"OF = ,9� 17 o FOOTNG F SLEEVE SLEEVE I OJ B OM ,. SUE I _� \��\ 1 I _ FTG ��- I I Q R O - WIDTH 1'•6"MIN \ I I E '•'• ww PIPE .'a I = 2 1 I I B N z J 1 - 6 Z BOTTOM OF TRENCH- __________ NOTES: 1 PIPE •j' .''.;..•, _log I I s r2 1. FOR PIPES T-W OR LESS - EXCAVATION SHALL NOT BELOW FOOTING PROVIDE I— EXTEND BELOW THIS LINE \\ I I `u 5 Q SLEEVE AND CONCRETEAS III— PIPE BELOW FOOTING BACKFILLAT PIPE,SEE SOIL O I N t .-'•y U �q.:q SHOWN.MORE THAN T-0" NOTES: ——— COMPACT BACKFILL OVER REPORT 1. THE CONTRACTOR SHALL BE RESPONSIBLE 2I PIPE TO 90%AS APPROVED FOR SHORING,SHEATHING OR OTHERWISE \ �I, V S a m CONCRETE CONTINUOUS FOOTING SCHEDULE PIPE BELOW FOOTING- BY SOILS ENGINEER OR USE MAINTAINING THE SIDES OF THE EXCAVATION 1 \ Ul p u SIZE I REINFORCING SECTION VIEW PIPEPPEDFOOTING BELOW PIPE BELOW BOTTOM \\ u c ig FROM CAVE-INS UNTIL ALL BACKFILL IS DEPTH STRENGTH COMPLETED PER SPECS. C a s S s MARK WIDTH (SEE NOTE 2) TOP BOTTOM fc(PSI) COMMENTS < = F CFiGA 1•-&, 1'-0" (2)#5 CONT,#5 AT 18"OC TRANS. 4,500 - a CF4C a'-a' ,!0" - (5)#ScoNT,#5nr1a"ocTRANs. a,sao - PIPES PERPENDICULAR TO FOOTING AND STEMWALLS EXCAVATIONS PARALLEL TO FOOTING TS2C 1'-6" I 1'-0" - 3#5 CONT 4,500 SCALE:NTS SCALE NTS gS\ONAL fN CONCRETE SLAB SCHEDULE TOOLED JOINT PAINT SLAB EDGE w DOWEL SIZE AND SPACING FOR DIAMOND-SHAPED LOAD PLATES �' fiLSTE Ciy STRENGTH WHERE EXPOSED WITH BOND zY SLAB DEPTH DIAMOND LOAD PLATE DIAMOND LOAD PLATE SPACING 4 .( 9 MARK THICKNESS REINFORCING Pc(PSI) COMMENTS BREAKER BEFORE y O (INCHES) DIMENSIONS(INCHES) CENTER TO CENTER(INCHES) 2�I 4"SOG 4" 6x6 W4.5xW4.5 W WF 4,500 SEE NOTE 1 SECOND POUR = <6" 1/4"x41/2"x412. 18" 1 89 6" 1 / I - SOG 6" #4 AT 18"OC EACH WAY 1 4.500 1 SEE NOTE 2 r ., •. 7"-8" 3/8"x412"x412" 18" FXP:05191M8�, *ter`"'= 3/4"x412"x412" 20" Os TF OF\O aP? L el P I —III—III—III-1 I—III—III—I 3/4.11V 16"LONGSMOOTHBAR • .` - - 6/17/16 GREASE DOWEL AT 24SEE NOTE 1 CORNER MAY USED ONO E SIDE OP JOINT ONLDOWEL . ,• >SQ Pt�� IN LIEU OF BENT CONSTRUCTION JOINT DOWELS rn _�\�•�.: SAW CUT WITHIN I g w - ti 12 HOURS OF !'d IT- w w PLACING CONCRETNOEMBEDDED 90"HOOKz rn DIAMOND DOWEL 4D DIAMOND DOWEL TYP a�w r-r-�2;�X -z PLATE SIZE AND POCKET N _ _ SPACING,SEE NOTES: NOTES: _ _ _ _ TABLE .NOTES: CORNER INTERSECTION .` '•., •. 1. DIAMOND DOWEL SYSTEM 0IS J 1. DISTRIBUTE REINF EVENLY IN FOOTING 1. WELDED WIRE FABRIC SHALL BE PLACED 2"CLEAR FROM TOP OF CONCRETE. I -III—III—III—III—) -III—III CONSOLIDATE MANUFACTURED BY PNA 2. INCREASE FOOTING THICKNESS,AS NEEDED,TO ACHIEVE REQUIRED FOOTING 2. RE BAR SHALL BE PLACED 1 12"CLEAR FROM TOP OF CONCRETE. CONCRETE UNDER CONSTRUCTION TECHNOLOGIES,INC. W EMBED OR FROST DEPTH SHOWN ON FOUNDATION DETAILS. NOTES: 2. Pc IS A 28 DAY CONCRETE STRENGTH. CONTROL JOINT FOR CONTINUOUS POUR EACH DIAMOND PLATE OR ENGINEERED APPROVED EQUIVALENT. Q 3. Pc IS A 28 DAY CONCRETE STRENGTH. 1. USE TENSION LAP SPLICE,SEE 1e 3. W/CM IS 0.40 FOR SLABS LINO. 4. W/CM IS 0.45 FOR FOOTINGS UNO. 52.03 ALTERNATE JOINT REINFORCING 0 �I FOOTING SCHEDULE A CONCRETE SLAB SCHEDULE SLAB JOINT INFORMATION C CONSTRUCTION Z � Q I SCALE:NTS 4 SCALE:NTS 5 SCALE:NTS U SCALE:NTS — 19 Q N od — CONTROL JOINT SPACING LAYOUT og Z Z SLAB MAXIMUM CLEAR DISTANCE OUTLINE OF EFFECTIVE J THICKNESS FOR SAW CUTS(L) COMMENTS OPENINGS,TYP- ,".�".� Q O 4" 12'-0", OR AS DIRECTED PER ACI 360 1 J 6" 14'-0". OR AS DIRECTED PER ACI360 -- -- - d >d' d >d' d t d >d' (1)#5 AT MID-DEPTH Lu Z V- -------1_______ _______1_______ OF SLAB,TYP AT Z 2'-0"MIN 2'-0"MIN OPENING: tG EACH CORNER 0 Q O rz� O I O SQUARE, ._ Z a UH UH OF F -- -- --- RECTANGUL w X z 2: z ROUND OPE of o o _ a,-D„ p W 1— N' �I Z' I =' - - DIMENSION p vl C I cOi D >D' d >d' d D >D' >< _1_______ _______1_______ 2'-0"MIN 1'-6„MIN I I SHEETTITLE: I I ry I 1 D(OR d)=OPENING DIAMETER NOTES: i i WHERE SPACING OF OPENINGS IS<3D CONCRETE 1. FOR CONSTRUCTION JOINT AND CONTROL JOINT,SEE 5 507 I SEE NOTE 1 TIPICAL SLAB FOUNDATION, NOTES: REINF 2 WHERE PLAN CONFIGURATION DIFFERS FROM ABOVE,CONTRACTOR TO SUBMIT ALL ABOVE CONDITIONS REQUIRE(1)#5 TOP AND BOTTOM ADDED TRIM BARS SLAB- PROPOSED POUR SEQUENCE TO STRUCTURAL ENGINEER FOR APPROVAL L L L L ALL AROUND THE EFFECTIVE OPENING EXTENDING 1'•6"BEYOND THE EFFECTIVE 3. AVOID RE-ENTRANT CORNERS AT CONSTRUCTION AND CONTROL JOINTS. OPENING EACH SIDE TYP(DIAGONAL BARS ARE NOT REQUIRED) PLAN VIEW SCHEDULES AND 4. DIAMOND DOWEL SYSTEM®IS MANUFACTURED BY PNA CONSTRUCTION�\ 2. •CLEAR DISTANCE BETWEEN OPENINGS MIN 4"CLEAR. TECHNOLOGIES,INC.OR ENGINEERED APPROVED EQUIVALENT.SEE�/ 30'-0"MAX 30'-a'MAX 3. OPENINGS IN WALL OR SLAB MUST BE A MINIMUM OF 6"OR 2D EDGE DISTANCE, NOTES: TYP DETAILS 52.01 FIRST POUR SECOND POUR WHICHEVER IS GREATER. 1. BOXED-OUT OPENINGS,BOXED RECESSES AND PIPE SLEEVE CLUSTERS SHALL BE TREATED AS FRAMED SLAB OPENINGS. MULTIPLE OPENINGS PERPENDICULAR TO SLAB 7 STANDARD METHOD OF POURING SLAB ON GRADE LENTS Q AND/OR WALL 9 REISCALE NTS NFORCING AT OPENINGS IN SLAB ON GRADE NTS A°oMEACTORS SHALL U ONS SHOWN OR IMPLIED DRAWING SCALE APPUES TO 22'X U'SHEEI SIZE REVISION DATE DRAWN BY: JD CHECKED JC BY: JOB NUMBER: 15392 E N G/NEE R//V G PROJECT DATE: aaa E-Capo to De.SW.103 MARCH 2O16 Mm;at.aMMW n ph 208-28&2181 SHEET S".07 OF 20 Tu &2&2182 emle;.c t5MAA4! CONCRETE PIER SCHEDULE WIDTH LENGTH REINFORCING STRENGTH PIER A MARK W. rl TI HORIZONTAL Pc(PSI) TYPE COMMENTS � P 1224C i-0" '-0 ( #5 BA S (3)#3 TIES IN TOOPC5",THEN AT 12" 4,500 A - 0 o PR1824C 1'-0" 2'-0" (8)#5 BARS (3)#3 TIES IN TOP S",THEN AT 12" 4,500 B - H OC PR2424C 2'-0" 2'-0" (12)#5 BARS (3)#3 TIES IN TOP 5",THEN AT 12" 4.500 C OC NOTES: L" 1. FOR REINFORCING MINIMUM CLEARANCES,SEE 4e -IT--�I 2. Pc ISA28 DAY CONCRETE STRENGTH. 3. WICM IS 0.45 FOR COLUMNSINERS UNO. w cy m o o k U TYPE A TYPE B TYPE C t ° z � o_ F 1 CONCRETE PIER SCHEDULE AND SECTIONS SCALE:NTS A L Fp i CONCRETE WALL SCHEDULE G REINFORCING STRENGTH P MARK THICKNESS VERTICAL HORIZONTAL fc(PSI) COMMENTS 1 8 WBC 18 8" #5 AT 18"OC #5 AT 12"OC CENTERED 4,500 EKP; g oFCNPQ�Pa 6/17/16 NOTES; J 1. Pe IS A 28 DAY CONCRETE STRENGTH. Lu 2. W/CM IS OAS FOR WALLS UNO. Q 0 0 2 CONCRETE WALL SCHEDULE Z LU Q in y LTa Z Z 00 N � Q w Z oQ z SEE Z 0- ALTERNATE (2)#5 VERTICAL, NOTE 1 X 3 BENDS,TYP TYP UNO LLI r .t W SHEET TITLE: Ng CONCRETE INTERSECTION CORNER WALL, PIER- NOTES: SCHEDULES AND 1. USE TENSION LAP SPLICES,SEEe TYP DETAILS 52.03 3 CONCRETE WALL INTERSECTION REINFORCING CONTRACTORSHALLVERIFY SCALE;NTS ALL DIMENSIENSINONS 8,CONDOIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 22'X 34'SHEEI SIZE REVISION DATE Revision 1 6117116 DRAWN BY: JD CHECKED BY: JC JOB NUMBER: 15392 E N G //V E E F2//V G PROJECT DATE: 440 Em[Corporate Dc,Ste.103 MARCH 2O16 Me'd ID836 ph 208-2B&2181 SHEET OF fax 20&28&2182 P.*-25-02 S2.02 8 R 1'-8"FOR 04 = N 2'-2"FOR#5 2'-7"FOR#6 NOTES: ETIEAND STIRRUPS ONLY: OREINF BAR 1. LAP SPLICE LENGTH VALUES ARE BASED ON ACI 318 CHAPTER 12.GRADE 60 REINFORCING BARS AND xvEXTEND BAR AS FAR NORMAL WEIGHT CONCRETE. + =T'ASPOSSIBLE AND 2. CASES 1 AND 2,WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT.CONCRETE COVER AND THE •2112"BEND WITH 90° CENTER TO CENTER SPACING OF THE BARS DENOTE: 90°HOOK TIE OR •3" � �t STANDARD HOOK TIE LAP AT FRAME STIRRUP FACE OF I WHERE E CANNOT BEAMS AND CASE 1: CONCRETE COVER T 1.0 db AND CENTER TO CENTER SPACING T O db AND ¢¢ COLUMN AND GIRDERS SUPPORT Zd BE ACHIEVED COLUMNS WITH STIRRUPS ERTIES THROUGHOUTfd NOT LESS THAN THE CODE MINIMUM. $' CASE 2: CONCRETE COVER<1.0 db AND CENTER TO CENTER SPACING>2.0 db. mp o< 12d OR ALL OTHER CASE 1: CONCRETE COVERT 1.0 db AND CENTER TO CENTER SPACING>3.0 db. ,Ri'� F fd 12"MIN ELEMENTS CASE 2: CONCRETE COVER 1.0 db AND CENTER TO CENTER SPACING>3.0 db. �P p O Q 8 REINF 3. LAP SPLICES OF DEFORMED BARS AND DEFORMED WIRE IN TENSION SHALL BE CLASS B SPLICES EXCEPT pQ-y , �4d OR ° THAT CLASS A SPLICES ARE ALLOWED WHEN ONE-HALF OR LESS OF THE TOTAL REINFORCEMENT IS ill"MIN 12" SPLICED WITHIN THE REQUIRED LAP LENGTH. E 1-MAX r- 1" 4. db NORMAL DIAMETER OFA BAR. 135°HOOK 135°HOOK SEISMIC 90°HOOK 180°HOOK . MAX 5. TOP BARS ARE HORIZONTAL REINFORCING WITH MORE THAN 12"OF CONCRETE CAST BELOW THE BAR. TIE OR STIRRUP TIE OR STIRRUP 6"� 6. OTHER BARS ARE ALL VERTICAL REINFORCING,ALL HORIZONTAL WALL REINFORCING AND HORIZONTAL N F ICI REINFORCING WITH LESS THAN 12"OF CONCRETE BELOW BAR. v u 0'._O � BOTTOM 7, SMALLER BAR LAP LENGTH MAY BE USED WHEN SPLICING DIFFERENT SIZE BARS. NOTES: 6 m 0� -- td REINF 8. LAP SPUCES ARE NOT PERMITTED IF MECHANICAL SPLICES ARE SHOWN. 1. ALL BENDS SHALL BE MADE COLD. D=6d FOR#3 TO#8 1 U a c p 9. NON CONTACT LAP SPLICED BARS SHALL NOT BE PLACED TRANSVERSELY FURTHER APART THAN 1l5 OF 2. #14 AND#18 BARS SHALL BE BEND D=Bd FOR#9 TO#11 h O BEAM COLUMN THE REQUIRED LAP SPLICE LENGTH NOR 6 INCHES. TESTED AND APPROVED PRIOR D=10d FOR#14 TO#18 MAX OFFSET BEND �` 2 o 'o 10. LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS UNLESS OTHERWISE SHOWN. TO BENDING N . 2 2 y BOUNDARY.COLUMN AND BEAM 11. BUNDLED BAR SPLICES: PRINCIPAL REINF a `s 9 s REINF SPLICE DETAIL A INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL NOT OVERLAP EACH OTHER. z �° S. INCREASE LAP LENGTH 20%AT THREE BARS.INCREASE LAP LENGTH 33%AT FOUR BARS. Ei S 12. FOR LIGHTWEIGHT AGGREGATE CONCRETE,MULTIPLY THE LAP SPLICE LENGTH VALUES BY 1.3. 12d OR 13. FOR EPDXY COATED BARS,MULTIPLY THE LAP SPLICE LENGTH VALUES BY ONE OF THE FOLLOWING STANDARD HOOK AND TIE DETAILS �2"MI k2 zMI z FACTORS: � SCALE NTS CONCRETE COVER AND SPACING TOP BARS OTHER BARS SS\ONAL EN M COVER<3.0 db OR CENTER TO 1.50 1.50 CENTER SPACING>7.0 db. 01 FE 7yF COVER>-3.0 db OR CENTER TO 120 1.20 4 FP WALL OR SLAB REINF SPLICE DETAIL CENTER SPACING>7.0 db. REINF BAR 1 8 MIN TENSION EMBED LENGTHS,(Ydh),FOR ay,� CASE 1 CASE 2 STANARD END HOOKS ON GRADE 60 BARS �OAq OF 10P�? GENERAL USE(NONSEISMIC) L CNPQ�P BAR SIZE BAR SIZE STANDARD BAR NORMAL WEIGHT CONCRETE,fc(psi) Pc PSI GRADE60 #3 04 #5r-H Pc PSI GRADE60 #3 #4 #5 HOOK SIZE 3,000 4,000 6,0D0 6,000 7,000 8,000 TOP 22" 29" 36" TOP 32" 43" 54" FACE OF #3 6" 6" 6" 6" 6" 6" 6/17/16 w 3,000 OTHER 17" 22" 28" 3,000 OTHER 25" 33" 41" SUPPORT O orL #4 V. 7,. 6„ 6„ 6„ 6- TOP 4,000 TOP 19" 25" 31" 4.000 TOP 28" 3T' 4T' a #5 10" 9" 8" 7" 7" 6" Z N O p V OTHER 15" 19" 24" OTHER 22" 29" 38" O z? TOP 17' 22" 28" TOP 25" 33" 42" EOFT=AaFy T=AaFy 5,000 OTHER 13" 17" 22" ,00OTHER 19" 28" 32" SUPPORT >6,000 TOP 15" 20" 25" >6,000 TOP 23" 30" 38" NOTES: NOTES: OTHER 12" 16" 20" - OTHER 18" 23" 29" 1. FORSTANDA HOOK 1. SIDE COVER>2112 INCHES. TOP 28" 37" 47" TOP 42" 58" 70" SIZES,SEE 2 2. END COVER 90•HOOKS>$INCHES. w 3,000 I� 3,000 3. FOR SIDE COVER<2 1/2 INCHES AND END COVER<2", U OTHER 22" 29" 36" Q OTHER 32" 43" 54" 52.03 MULTIPLY THE TABULATED VALUES BY 1.43. y m TOP 24" 32" 40" m TOP 36" 48" 60" m m m 4000 m m 4,000 ,z OTHER 19" 25" 31" z m OTHER 28" 3T' 47" S 7 TOP 22" 29" 36" O g TOP 33" 4Y 54" m 0 5,000 V1 O 5.000 D OTHER 17" 22" 28" OTHER 25" 33" 42' TOP 20" 28" 33. TOP 30" 40" 49" J ?6,000 OTHER 15" 20" 25" 2_6,000 OTHER 23" 30" 38" 180�HOOK 90°HOOK W REINFORCED BAR SPLICE LENGTH AND STRAIGHT DEVELOPMENT LENGTHS SCHEDULE, O O .I NORMAL WEIGHT CONIC,fd EMBEDMENT LENGTHS FOR HOOKED BARS Z L Q I SCALE:314"=V-0" SCALE:NTS - Q H � _ Z Z 00 CONCRETE Vl W Z L -III= III=III ~ ' REINFORCEMENT CLEAR COVERAGE Z a �•1';, - - REQUIREMENTS AT EXTERIOR CONCRETE O X 3 CLR COVER CLR COVER CLR COVER CLR COVER CONDITION CLEAR W ~ SEETABLE SEE TABLE SEETABLE 4'". SEETABLE COVER CONCRETE CAST AGAINST EARTH 3" CONCRETE CONCRETE CAST AGAINST FORM o: AND LEFT EXPOSED TO EARTH OR SHEETITL: WEATHER: 8� #5 BAR AND SMALLER 11/2" CONCRETE w #6BARANDLARGER 2^ REINFORCING- ..+,.tea .�:.a:•. ' 8 TYP DETAILS 4 MINIMUM EXTERIOR CONCRETE COVER OVER REINFORCING CONTRACTOR SHALL VERIFY SCALE:NTS ALL DIMENSIONS 8 CONDITIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 22'X 34'SHEEP SIZE REVISION DATE DRAWN JD BY: CHECKED BY: JC JOB NUMBER: 15392 E N G /N E E R/N G PROJECT DATE: aao Eeet CoePm•ce Dr„Bta 103 MARCH 2O16 M°rddl,M 83692 alx 2 88-2182 P�uMAAax SHEET S2-03 OF BUILDING WALL,BY SHEET NOTES STEEL BUILDING A. SEE SHEETS SO.00-SO.03 FOR GENERAL NOTES,MATERIAL SPECIFICATION AND MANUFACTURER SPECIAL INSPECTION NOTES. O N..._., c01 col 24" 20„ B. THE DIMENSIONS SHOWN HERE DIMENSIONS STRUCTURAL ELEMENTS ONLY, N ' #4 DOWEL 20" CONTINUOUS L4x4x1/4 #4 DOWEL SEE ARCH.PLANS FOR ANY DIMENSIONS NOT SHOWN. i r WITH 1/P'DIA x 5" AT 24"OC 20"1 C. SCHEDULES AND TYPICAL DETAILS,SEE: n �, Z// / AT 24"OC NELSON STUDS AT 16"OC AT OVERHEAD CONCRETE: SEE TAILSB SERIES SHEETS DOOR STEEL COLUMN AND BASE l I ,I . ., KEYNOTE SYMBOL LEGEND: PLATE BY STEEL BUILDING G03 III—ICI—III— G03 '• III—R —III—III _ ' MANUFACTURER \b \b q _ •°`!%: • WA WHERE APPLICABLE COORDINATE — — _ , DIMENSION G02 C'02 Y'"!'••. DENOTES ELEMENT SIZE AND INFORMATION IS PROVIDED WITH BLDG MANUF _ — — I I- ON PLAN AND/OR APPLICABLE SCHEDULES. 8 ANCHOR BOLTS BY STEEL I '� OPTIONAL -III=III=III G02 BUILDING MANUFACTURER. CONTROL JOINT G EMBED ANCHOR BOLTS 24" h C05 m 1'-6" CO3 ® KEYED NOTES MIN INTO CONCRETE PIER p C05 N g' � SHEATHING NOTCH m m C01 REINFORCED CONCRETE SLAB ON GRADE• 9 WHERE REQUIRED, COORDINATE WITH t7 t7 '.;,••. tD CO2 REINFORCED CONCRETE SPREAD FOOTING' w o c BUILDING MANUF. CO3 F F .'• ',� CO3 u .c 8 O O g w r' CO3 REINFORCED CONCRETE CONTINUOUS FOOTING c PROVIDE STANDARD O O HOOKS AT THE END :1`,I LL 9 i L OF THICKENED SLAB ^'• •• � ''��' ' — — — COS REINFORCED CONCRETE STEM WALL REBAR,TYP —III—III—III—I P —III—III—III—I P o in _ COB REINFORCED CONCRETE PIER RUN HORIZWALL r•.`. ''• - - STEM WALL AND FOOTING AT EXTERIOR WALL STEM WALL AND FOOTING AT DOORWAY A THICKENED SLAB AT MAIN FRAME LINE REINF CONT j �i' C30 90 DEGREE STANDARD HOOK THROUGH PIER s .� SCALE:NTS SCALE:NTS SCALE:NTS G03 ,• C30 C31 BEND REBAR ALTERNATE WAYS INTO FOOTING. 5g\ONAL FNC� '"I_ •. �GISTF dtF` -'Y.'f•,•• C01 STEEL COLUMN AND BASE G02 ALL FOUNDATION SUB-GRADE,BUILDING PAD,AND SITE GRADE INFORMATION TO 4 9 •f.'•J' i —SLOPE PLATE BY STEEL BUILDING BE COORDINATED WITH THE CIVIL ENGINEER AND ARCHITECT. 7, .•, C12X20.7 CONT 1 89 — I I WITH(2)5B"DIA x 12" MANUFACTURER !..{.. <.• x—•�--- :-r'" EXP.IIL510fl`2• NELS ON STUDS ANCHOR BOLTS BY STEEL G03 FINISH GRADE OR EXTERIOR SLAB TO BE COORDINATED WITH CIVIL ENGINEER .� AT 18"OC _ _ BUILDING MANUFACTURER. AND ARCHITECT.—��•�—��'�—�•��—�•� EMBED ANCHOR BOLTS 24"MIN �SFPH OFCN aPA C05 "" _ INTO CONCRETE PIER ' EXISTING CONCRETE Z BEYOND ''I,.,� . G02 WALL,PIER,AND C01 20„ 6/17/16 FOOTING 4 kDOWEL CO3 y '..{ .;':.. i . BEYOND •1 - :. �. OPTIONAL .�ii,' I• COB CONTROL JOINT DOWEL REBAR TO, - G02 `� ` P • C05 DEPTH OF 6"AND- COB m SET WITH HILTI k. ,,` rn HIT-HY 200 EPDXY CO3 ORM J8 CO2 I I—III—I I III—III—III—I•I I—I C30 _j =III=I I IF"I I I=I I I=I I I=I 0 1 COLUMN PIER AND FOOTING G STEM WALL AND FOOTING AT DOCK G PIER AND FOOTING AT EXISTING WALL Z : _ SCALE:NTS J SCALE:NTS V SCALE:NTS z w Q H od — Z Z 0 0 � N Q W Z ILL oa Z z IL Q W SHEFT TITLE' FOUNDATION DETAILS CONTRACTOR SHALL VERIFY ALL DIMENSIONS A CONDITIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 22'X 3C SHEET SIZE REVISION DATE DRAWN BY: JD CHECKED BY: JC �C JOB NUMBER: 15392 E N G //V E E R/N G PROJECT DATE: 440 FA$t Co pmat•D,Ste.10.1 MARCH 2O16 Meddi..ID VU2 ph 208-288-2181 SHEEP S3.01 OF f.208-288-2182 PM-..t5MAAox CHIEF BUILDINGS a division of Chief Industries,Inc. P.O.Box 2078 3942 W.Old Highway 30 Grand Island,NE 68802-2078 6/14/2016 Phone(308)389-7200 FAX (308)389-7370 Petersen Brothers Construction 1920 Highland Ave SE Twin Falls, ID 83301 Attn: Jeremy Petersen Re: B3013068 /Andersons Inc For Construction Drawings or items included are as follows: No. of Revision Latest Description Sets No. Revision Date 3 Revised Sheets of Anchor Rod Plans 3 Permit Drawings 2 Design Calculations 2 Letters of Certification For questions concerning this mailing, contact: Jerry Clingenpeel P.O. Box 2078 3942 W. Old Highway 30 Grand Island, NE 68802-2078 Phone: 308-389-7275 E-mail: jerry.clingenpeel@chiefind.com HIEF BUILDINGS P.O.Box 2078 300 Canopy St.,Ste 200 1821 S.North Road Lincoln,NE 68508 Grand Island,NE 68802-2078 Phone(402)323-5600 Phone(308)389-7200 FAX(308)389-7370 May 25, 2016 Re: Chief Order No. B3013068 Description: 80'-0"x 60'-0" x 14'-0" Gable Builders Name: Petersen Brothers Construction Building Owners Name: Andersons Inc. Jobsite City, State: Twin Falls, ID To Whom It May Concern: Please accept this letter as certification that the Chief components, produced for the above described project to be furnished to Petersen Brothers Construction, for Andersons Inc, Twin Falls, ID, have been designed for the following criteria as specified by Purchaser in the order documents: IBC Risk Category II Seismic Roof Live Load 20 psf Spectral Response Short Periods(SS) 20.92% (Tributary Area Reduction Not Allowed) Spectral Response 1 s Period(S1) 8.13% Collateral Load 3 psf Seismic Importance Factor 1.0 Ground Snow Load(P.) 30 psf Design Category B Exposure Factor (Ce) 1.0 Site Class D Thermal Factor(C1) 1.0 Seismic Resisting System Importance Factor(1) 1.0 Longitudinal Direction Steel System(R=3.0) Flat Roof Snow Load(Pf) 21 psf Lateral Direction Steel System(R=3.0) Minimum Roof Snow 20.0 psf Seismic Response Coefficient(Cs) 0.074 Building Enclosure Partially Enclosed Spectral Response Parameter Short Period(SDs) 0.223 Ultimate Design Wind Speed(V n) 115 mph(GCpi t 0.55) Spectral Response Parameter 1 s Period(SD1) 0.130 Nominal Design Wind Speed(Veed) 89.1 mph Analysis Procedure ELF Exposure Category C Base Shear 3,270 lbs. Wind Pressure(q) 24.46 psf Other Loads: (2) 310 lbs.RTU's and applied in accordance with the IBC 2012 Building Code. The design of Chief structural steel components is in accordance with the provisions of the NASPEC 2007 AISI Standard and the 14th Edition of AISC. These Chief components as supplied, when properly erected as furnished, on an adequate foundation, will meet the loading requirements supplied to Chief by Purchaser in accordance with good engineering practices. This certification does not cover field modifications nor does it cover materials furnished by someone other than Chief Industries, Inc.; nor the connection between Chief components and those manufactured or supplied by someone other than Chief Industries, Inc. Chief design and detailing facilities: Grand Island, NE and Lincoln, NE. Chief Fabrication facilities: Grand Island, NE and Rensselaer, IN. 5ncerel ��S��,C,ISTfRGf �J t Jay S. Bleier, P.E. 16597 /Chief ngineering Manager Industries, Inc. - Buildings Division �q y F OF JB/rn BLDG. "A" Line E Line A Line E Line A Downspout Downspout TABLE OF CONTENTS Width Length Height Height Roof Pitch Roof Pitch Drops Line E Drops Line A 80'-0" 60'-0" 14'-0" 14'-0" 1.0:12 1.0:12 2 2 GENERAL INFORMATION ANCHOR ROD PLAN Al-A4 Line A PROJECT NOTES N1 CROSS SECTION CS1-CS4 ROOF FRAMING RF1/RF1 ROOF PANEL RP1/RP1 SIDEWALL S1-S2 ENDWALL El-E2 Existing Building Line 1 BUILDING'A' Line PARTITION / LINER PANEL LP1-L LP1-LP2 DETAILS GENERAL DETAILS QUALITY ASSURANCE POLICY Line E Roof Panel: Ordered Options: Accessories ( 1 ) 3070 Solid Walkdoor&Frame w/Lever Lock Type: CS Base Condition: Base Cee-Base Trim w/Drip Edge KEY PLAN Gage: 24 Base Trim Color: Std. PVDF Finish Color: Galvalume Wall Mastic: No Wall Openings PURLINS/GIRTS 50°LIP UL Rating: No See drawings for additional info. Wall Panel: Thermal Blocks: No Sidewall Eave Trim Type: Standard Eave Gutter QUAN DESCRIPTION C1L 0 Type: AP 1 5'-0"W x 4'-0"H Window F.O. Gage: 24 Eave Trim Color: Std. PVDF Finish g 2 T-4"W x T-2"H Walkdoor F.O.s B B Color: Std. PVDF Finish Gable Trim Color: Std. PVDF Finish 1 14'-0"W x 18'-0"H High Lift Overhead Door F.O. '� '� Downspout Type: Closed, Corrugated 1 8'-0"W x 10'-0"H High Lift Overhead Door F.O. DESIGNATION D B DESIGNATION D B 2 4'-0"W x 4'-0"H Window F.O.s 816 8.00 3.00 816 8.00 2.50 Downspout Color: Std. PVDF Finish 1 8'-0"W x 8'-0"H High Lift Overhead Door F.O. 814 8.00 3.00 814 8.00 2.50 Elbows at Bottom of Drops: Yes 1 5'-0"W x 8'-0" H Walkdoor F.O. 812 8.00 3.00 812 8.00 2.50 1014 10.00 3.50 1014 10.00 2.75 Corner Trim Color: Std. PVDF Finish 1012 10.00 3.50 1012 10.00 z.75 Framed Opening Trim Color: Std. PVDF Finish Light Transmitting Panels: Roof=None Wall Liner Panel: Partition Panel: Partition Liner Panel: CHIEF BUILDINGS DETAIL GUIDE: Wall=None Framing: Type: CS Type: CS Type: AP ROOF PANEL Purlin Type: ZEE Gage: 26 Gage: 26 Gage: 24 MANUAL: Girt Type: ZEE Color: Std.Sil Poly Finish Color: Std. Sil Poly Finish Color: Std. Sil Poly Finish Panel TYPES Roof Liner Panel: Gable Soffit Panel: STEEL LINE Type: AP Type: AP — — — — — — — — — — — — — — — — — — — — — — — — — — — — STEEL LINE Gage: 26 Gage: 26 STC Panel AP Panel Color: Std. Sil Poly Finish Color: Std. PVDF Finish - - - - - - - - - - - - - - - - - - -SSEELLINE - - - - - - STEEL LINE MSC Panel CS Panel PERMIT STEEL LINE DRAWINGS — — — — — — — — — — — — — — — — — — — — — — — — — — — — STEEL LINE f REVISIONS Notwithstanding the adjacent Drawing COVER PAGE seal,neither the Engineer MVF/MVP-PANEL FSP-PANEL named nor Chief Buildings is c,XONAL FNc Buyer Petersen Brothers Construction 4 acting as The Engineer of Record. The Engineer ANDERSONS INC ENGINEER REVIEW A named and Chief Buildings 16597 o A CustomerL31 TWIN FALLS ID 83301 responsibility is limited to the �9l OP e Descri tlon 80'-0"x 60'-0"x 14'-0" ENGINEER DATE structural performance of the q�F OF� �4. p pre-engineered components S, b\_ �'F=� DRAWN CHECK ORDER NO. zC1 designed by Chief Buildings. C SEH 5/26/2016 BUILDINGS TDP xxx e-SIGNed by Jay Bleier �mLglm oictiNMMwic uK.caauo is�ia+o."e B3013068 on Jun 14,2016 5/25/16 xx/xx/xx SIDEWALL 60'-1 1/2" EXISTING BUILDING-TO-OUT OF CONCRETE 60'-0" EXISTING BUILDING-TO-OUT OF STEEL 1 2 3 4 10'-0" 25'-0" 25'-0" 7" 9'-5" 3'-4" 5'-0" 23,-10" 1'-2" 1 1/2„ X-Bracing Field 7Field G G LJ G G q N A lB IC ID EI i ire I I I I A I B I I r I I I I I I I I I I I I I i I I I o Lu LU I W l 0 � I v U. I L,_ 0 3 j o Existing Building I I I I 0 0 0 I w F I w 0 0 I I I L------- III C I Al-- N rn ap Of I I I I F ' o I I I F A v I I l I H a D F I I I o n F IB IC ID EI E N fV E TO BE �v X-Bracing I �11/2" USED FOR 7" g'-5" l 23'-10" 1'-2" CONSTRUCTION SIDEWALL ANCHOR ROD PLAN NOTE:All Base Plates @ 100'-0"(U.N.) ————— Partition Wall(See Drawing A4) REFERENCE NOTES: 1.All Anchor Rods including nuts and washers for same REVISIONS Notwithstanding the adjacent Drawing ANCHOR ROD seal,neither the Engineer are not furnished by CHIEF BUILDINGS. NOTE:Finish Floor @ 100'-0" e named nor Chief Buildings is ��JJ�SS,o�L�q``Ncf actin as The Engineerof Buyer Petersen Brothers Construction 2.Anchor Rod material shall conform to ASTM F1554 having 4 9 a yield of 36 KSI or greater. ANCHOR ROD SUMMARY Record. The Engineer A ANDERSONS INC 16597 Customer Dia Pro' a named and Chief Buildings sf �o TWIN FALLS ID 83301 3.Rod projections are recommended minimums based on the base plate Qty Locate (in) Type (in) responsibility is limited to the "9A �P Q , „ , „ , „ bearing directly on the concrete pier. If the base plate is to bear — structural performance of the 9�F OF �� Description 80-0 X 60-0 x 14-0 on grout,the rod projection must be increased accordingly. 26 Jamb 1/2" F1554 1.50 a pre-engineered components S' 8 M DRAWN CHECK ORDER NO. Al 12 Endwall 3W' F1554 2.00 designed by Chief Buildings. C■ ■1�FW 4.Concrete shall have a minimum strength of 3000 PSI. 24 Frame 3/4" F1554 2.00 BUILDINGS MBS TDP 14 Partition 3W' F1554 2.00 e-SIGNedb JsyBleier �di,7dmolfJdd,MumS a.o.eoxzoe B3013068 5.ALL DRAWINGS ARE NOT TO SCALE. 8 Frame 1" F1554 2.00 1 on Jun�a,2016 G o,s "o" 5/25/16 5/26/16 A4 i Dia= 3/4 Dia= 3/4" Dia= 3/4" Dia= 1" Dia= 3/4" Dia= 1/2" 611 � I LU w w " 3/I I W N 1$ N c 4" r 4" 4„ 4„ r 4" 0 4 3" 3" 3" 3" 3" 4 ' L 8„ 2"LUZ 8„ I I 8, � 8,� 2"I I 12„ 8„ 1 1/2" 2„ 2" SW 2" 2" 2„ 2" �n�L SW 1 1 1/2" EW 1 1/2" e SW SW 1 11 1 1/2" SW 1 1/2" 1/2" 7" b 1`_2" See Plan DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E DETAIL F Dia= 1/2" 3/� 4„ 1 1/2" EW/ 1 1/2" SW 1 1/2" See Plan DETAIL G BASE ANGLE(A-20-B) CONTRACTOR IS RESPONSIBLE ONE PIECE BASE BASE ANCHORAGE SPACING FOR STANDARD BASE ANGLE, OR BASE GIRT(BG) B FOR ANCHORING BASE MEMBER ANGLE(OPB) BASE GIRT OR ONE PIECE BASE WITH CS OR AP WALLS MASTIC Ir TO CONCRETE. MASTIC FASTENER TYPE&DIAMETER MINIMUM MAXIMUM (NOT BY CHIEF) (NOT BY CHIEF) EMBEDMENT SPACING 1/4"WEDGE ANCHOR ( 11/4" 3'1" 1 BASE ANGLE(A-20-B) 2 1„ 1/4"SCREW TYPE ANCHOR (2 1112" 3-1" "•' ° . •• 21 OR BASE GIRT(BG) °.' 2Z 3/8"CAST-IN ANCHOR 4 ORHEADK 3'-0" WITHOUT°� MIN MASTIC WITHOUT MIN 1/4"HAMMER-IN p 13/8" 2'-0" NOTCH • - (NOT BY CHIEF) NOTCH 0.14 POWDER ACTUATED Q HILTI KWIK BOLT®,RAMSIET TRUBOLTS,POWERS � POWERSTUDS,OR EQUAL ( CFS TAPCONS,HILTI KWIK-CON IIS,POWERS WEDGE-BOLT®, RAMSET,ANCHOR ROD,OR OR EQUAL EXPANSION BOLT(2"FROM MIN.••Q POWERS ZAMAC HAMMER SCREWS,HILTI METAL HIT ANCHORS, EACH END THEN SPACING FROM I'g'O BE OR EQUAL FASTENER SPACING CHART)(TYP.) ®POWERS BALLISTIC POINT PIN,RAMSET 1500/1600 SERIES, USED FOR HILTI UNIVERSAL NAIL OR EQUAL WITH NOTCH CONSTRUCTION FASTENER SPACING CHART BASE MEMBER DETAILS REVISIONS Notwithstanding the adjacent Drawing ANCHOR ROD seal,neither the Engineer S10tdAl FN enamed nor Chief Buildings is �� �fti Buyer Petersen Brothers Construction 4 acting as The Engineer of o Record. The Engineer 16597 '° Customer ANDERSONS INC enamed and Chief Buildings N� �p TWIN FALLS ID 83301 structural perforponsibility is mance of the to the gAlE OF� Q Description 80'-0"x 60'-0"x 14'-0" REFERENCE NOTES: a pre engineered components S' g� ^M DRAWN CHECK ORDER NO. A2 1.ACTUAL BASE PLATE DIMENSIONS MAY BE SMALLER THAN BASE designed by Chief Buildings, 11 111 BUILDINGS o MBS TDP PLATE DIMENSIONS SHOWN. e e-SI.GNJdb�4 ABI0eier ,an.�Darnaua".01.amc GRAND SV.ND,N 5/25/16 5/26/16 B301% 0 A4 1 eeeozsme END WALLCOLUMN: BASIC COLUMN REACTIONS(k) RIGID FRAME: BASIC COLUMN REACTIONS(k) FRAMELINES: 123 Wind Wind Wind Wind Wind Wind Wind Wind Frame Column -Dead-- Collateral- -Live-- -Snow--- -Wind - -Wind Rightl- Frm Col Dead Col at Live Snow Left1 Right1 Left2 Right2 Press Suct Long1 Long2 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Line Line Vert Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Vert 1 A 1.0 1.4 0.5 0.B 3.5 4.2 3.6 4.4 -5.9 -7.6 -4.2 6A E COLUMN 4 D 0.8 0.8 5.0 5.2 -11.2 .5.8 -11.2 -5.8 -3.4 3.6 -10.8 -5.3 1 E 1.0 1.4 0.5 0.0 3.5 4.2 -3.6 4.4 4.2 6.0 5.9 -7.6 r LINE 4 C 1.6 1.7 11.1 11.7 16.2 15.8 16.2 15.8 5.4 5.8 -17.7 -17.2 4 B 1.7 1.8 11.6 12.2 -14.9 -21.3 -14.9 -21.3 -5.1 5.4 -15.2 -21.8 Frame Column --Wind - -Wind_Right2- --Wind - -Wind_Long2- -Seismic-Left Seismic-Right Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Seis Seis 1 A -2.2 -2.0 -0.6 .0.3 -3.6 -13.7 -3.7 -13.0 -0.2 -0.1 0.2 0.1 Frm Col Left Right -MIN SNOW- E2UNB_SL_L- E2UN6_SL R- 1 E 0.6 -0.3 2.2 -2.0 3.7 -5.2 3.6 -6.0 -0.2 0.1 0.2 -0.1 Line Line Vert Vert Horz Vert Horz Vert Horz Vert 4 D 0.0 0.0 0.0 5.0 0.0 7.6 0.0 -1.1 Frame Column -Seismic Long -MIN-SNOW- F1UNB_SL_L- F1UNB_SL_R- 4 C -0.1 0.1 0.0 11.1 0.0 11.6 0.0 10.3 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert 4 B -0.1 0.0 0.0 11.6 0.0 4.0 0.0 15.4 1 A 0.0 -2.1 3.5 4.2 3.0 4.4 3.1 2.5 1 E 0.0 0.0 -3.5 4.2 -3.1 2.5 -3.0 4.4 H H ENDWALL COLUMN: MAXIMUM REACTIONS Frame Column ---Dead---- -Collateral- ---Live-- --Snow---- -Wind_Leftl- -Wind_Rightl- ~ fV Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert f� Column Reactions(k) 2 A 2.6 2.9 2.2 2.1 13.8 13.8 14.5 14.5 -18.0 -19.6 -13.7 -16.1 Frm Col Load Hmax V Load Hmin V 2 E -2.6 2.9 -2.2 2.2 -13.8 13.8 -14.5 14.6 13.7 -16.1 18.0 -19.6 Line Line ID H Vmax ID H Vmin Frame Column --Wind_Left2- -Wind Right2- --Wind_Long1- -Wind_Long2- -Seismic-Left Seismic-Right FRAME LINES: 4 4 D 18 2.1 -6.1 19 -2.0 -5.9 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 20 0.0 9.4 18 2.1 -6.1 2 A -3.4 1.0 0.9 2.4 -14.9 27.2 15.3 .24.6 -0.4 -0.1 0.4 0.1 2 E -0.9 2.4 3.4 -1.0 15.3 -19.8 14.9 -22.4 -0.4 0.1 0.4 -0.1 nA (� 4 C 21 3.5 -9.4 19 -3.3 -9.4 Y Q E COLUMN 3 0.0 15.3 21 3.5 9.4 Frame Column -Seismic_Long -MIN_SNOW- F2UNB_SL_L- F2UNB_SL_R- (� �� r LINE 4 B * 22 3.2 -11.9 23 .3.0 -11.9 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert 24 0.0 19.2 22 3.2 -11.9 2 A 0.0 -2.1 13.8 13.8 12.2 14.5 12.3 8.3 'See Rigid Frame Interior Column Reactions 2 E 0.0 -0.8 -13.8 13.8 -12.3 8.3 -12.2 14.5 Frame Column ---Dead--- --Collateral- ---Live---- ----Snow---- --Wind Left1- -Wind_Rightl- BUILDING BRACING REACTIONS Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 3 A 3.5 3.9 3.3 3.2 19.7 20.0 20.7 21.0 -25.8 -28.4 -19.5 -23.4 t Reactions(k) Panel Shear 3 E .3.5 3.9 -3.3 3.3 -19.7 20.0 -20.7 21.0 19.5 -23.4 25.8 -28.4 -Wall - Col -Wind- -Seismic - (lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seis Note Frame Column --Wind_Left2- -Wind_Right2- --Wind_Longt- --Wind_Long2- -Seismic-Left Seismic Right H H H H H Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 3 A -5.0 -1.5 1.3 3.5 -21.3 -28.3 -21.9 -24.5 -0.6 -0.2 0.6 0.2 F L_EW 1 (h)SW E 2,3 6.0 2.9 1.6 0.8 } 4 3 E -1.3 3.5 5.0 -1.5 21.9 -27.5 21.3 -31.2 -0.6 0.2 0.6 -0.2 y I V I V IV IV IV _ R EW 4 (h) Frame Column -Seismic_Long -MIN SNOW- F3UNB_SL L- F3UNB_SL R- B_SW A 2,1 6.0 7.8 1.6 2.1 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert (h)Rigid frame at endwall 3 A 0.0 0.0 19.8 20.0 17.4 21.0 17.5 12.0 3 E 0.0 -0.8 -19.8 20.0 -17.5 12.0 -17.4 21.0 RIGID FRAME: MAXIMUM REACTIONS Frame Column ---Dead- -Collateral- ---Live- -Snow-- -Wind_Leftl- -Wind_Rightl- Column Reactions(k) Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Hodz Vert Frm Col Load Hmax V Load Hmin V 4 A 0.0 0.4 0.0 0.2 0.2 1.5 0.2 1.5 -1.2 -4.0 2.3 -1.5 Line Line ID H Vmax ID H Vmin 4 E 0.0 0.7 0.0 0.5 -0.2 3.4 -0.2 3.6 -2.3 -3.9 1.3 -7.2 - - 4 B 0.0 2.0 0.0 1.6 0.0 10.9 0.0 11.4 0.0 -18.9 0.0 -14.5 1 A 2 5.1 6.5 8 -3.0 -3.8 4 C 0.0 1.9 0.0 1.6 0.0 10.7 0.0 11.2 0.0 -14.9 0.0 -16.5 7 2.6 6.5 12 -1.6 -7.4 4 D 0.0 0.9 0.0 0.7 0.0 4.4 0.0 4.6 0.0 -5.9 0.0 -8.9 1 E 9 3.0 -3.8 3 -5.1 6.5 Frame Column --Wind_Left2- -Wind_Right2- -Wind_Longl- --Wind_Long2- -Seismic-Left Seismic Right 3 -5.1 6.5 9 3.0 -3.8 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 4 A -2.9 -1.4 0.5 1.1 1.8 -2.4 1.3 -2.5 -0.5 -0.5 0.5 0.5 RIGID FRAME: MAXIMUM REACTIONS 4 E -0.6 1.1 3.0 -2.1 -1.3 -4.7 -1.8 -5.2 -0.5 0.5 0.5 .0.5 4 B 0.0 -4.7 0.0 -0.3 0.0 -16.4 0.0 -11.6 0.0 0.6 0.0 -0.6 Column Reactions(k) 4 C 0.0 -1.2 0.0 -1.8 0.0 -13.3 0.0 -13.7 0.0 0.1 0.0 -0.1 Frm Col Load Hmax V Load Hmin V 4 D 0.0 -0.1 0.0 -3.0 0.0 -3.8 0.0 -7.7 0.0 -0.6 0.0 0.6 Line Line ID H Vmax ID H Vmin Frame Column -MIN SNOW- F4UNB_SL L- F4UNB_SL_R- 2 A 2 19.3 19.5 8 -9.2 -10.0 Line Line Horiz Vert Horiz Vert Horiz Vert 14 17.0 19.5 12 -7.3 -14.6 4 A 0.2 1.5 0.0 0.5 0.2 0.5 2 E 9 9.2 -10.0 3 -19.3 19.5 4 E -0.2 3.4 -0.1 1.4 -0.1 3.2 15 -17.0 19.5 13 7.3 -11.7 4 B 0.0 10.9 0.0 14.8 0.0 3.7 4 C 0.0 4.4 0.0 -11.11 0.0 7.0 0.0 . 0.0 4 D 0.0 4.4 RIGID FRAME: MAXIMUM REACTIONS .0 Column Reactions(k) CONTROLLING LOAD CASES Fml Col Load Hmax V Load Hmin V Line Line ID H Vmax ID H Vmin 1.COLUMN FOOTINGS AND PIERS MUST BE DESIGNED TO WITHSTAND 1 Dead+Collateral+Snow - HORIZONTAL AND VERTICAL REACTIONS AS SHOWN ON THE ANCHOR ROD 2 Dead+Collateral+Snow+Snow_Drift 3 A 1 27.5 28.2 8 -13.4 -14.7 PLAN.CHIEF BUILDINGS IS NOT RESPONSIBLE FOR DESIGN OF CONCRETE 3 Dead+Collateral+Snow+Slide Snow 3 27.5 28.2 Building Code IBC 2012 FOUNDATION,CHIEF BUILDINGS RECOMMENDS THAT THE SERVICES OF A 4 Dead+0.6Wind_Left1 3 E 9 13.4 -14.7 3 -27.5 28.3 IBC Risk Category II-Normal QUALIFIED ENGINEER IS OBTAINED BY THE CONTRACTOR/BUILDER TO 5 Dead+0.6Wind_Rlghtl 3 -27.5 28.3 13 10.7 -16.4 Roof Live Load 20.00 psf DESIGN THE FOUNDATIONS FOR THE INDICATED REACTIONS. 6 Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75SIlde Snow 7 Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75SIide_Snow Tributary Area Reduction lowed No 8 0.6Dead+0.6Wind_Left1 RIGID FRAME: MAXIMUM REACTIONS Collateral Load 3 psf 2. REACTIONS ARE GIVEN IN KIPS.(1 KIP=1000 LBS.)MOMENTS,IF 9 0.6Dead+0.6Wind Ri ht1 ANY,ARE GIVEN IN KIP-FT. - 9 Column Reactions k Ground Snow Load(Pg) 30 psf 10 o.6Dead+O.sWind Left2 ( Exposure Factor (Ce) 1.0 3.ANCHOR ROD DESIGN IS BASED ON SHEAR,TENSION,AND COMBINED 11 0.6Dead+0.6Wind_Right2 Frm COI Load Hmax V Load Hmin V TENSION AND SHEAR.CHIEF BUILDINGS IS NOT RESPONSIBLE FOR 12 0.6Dead+0.6Wind Long1 Line Line ID H Vmax ID H Vmin Thermal Factor(Ct) 1.0 ANCHOR ROD SIZE RECOMMENDATIONS WHEN ANCHOR ROD 13 0.6Dead+0.6Wind Long2 Importance Factor(1) 1.0 CONFIGURATION PLACES THE RODS IN A BENDING MODE.WHEN THE 14 Dead+Collateral+F2UNB_SL_L 4 A 5 1.4 -0.4 10 -1.7 -0.6 Flat Roof Snow Load(Pf) 21.0 psf COLUMN BASE PLATE BEARS ON GROUT,THE CONTRACTOR/BUILDER 15 Dead+Collateral+F2UNB SL_R 6 0.6 2.3 8 -0.7 -2.1 Minimum Roof Snow Loud 20.0 psf OR FOUNDATION ENGINEER SHALL INVESTIGATE BENDING IN THE ANCHOR 16 Dead+Collateral+F4UNB SL_L 4 E 11 1.8 .0.8 4 -1.4 -1.6 Building Enclosure Partially Enclosed RODS AND PROVIDE A SHEAR KEY FOR THE COLUMN BASE TO THE PIER 17 Dead+Collateral+F4UNB_SL_R 2 -0.3 4.8 9 0.7 -3.8 Ultimate Design Wind Speed(Vult) 115 mph(GCpi t 0.55 ) WHEN THE ANCHOR RODS ARE NOT ADEQUATE IN BENDING ABOUT THE 18 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 4 B 8 0.0 -10.1 8 0.0 -10.1 PIER. 19 0.6Dead+0.6Wind Pressure+0.6Wind_Long1 16 0.0 18.5 Nominal Design Wind Speed(Vasd) 89.08 mph 20 Dead+Collateral+E2UNB_SLL Exposure Category C 21 0.6Dead+0.6Wind_Suction+0._6Wind_Long1 4 C 9 0.0 -8.2 9 0.0 -8.2 TO BE Wind Pressure(q) 24.461 pSf 23 22 0.6Dead+0.6Wind_Suction+0.6Wind Long2 2 0.0 14.7 Seismic USED FOR 24 De d+Colateral+E2UNBuSL R Wind Long2 4 D 9 0.0 8.5 9 0.0 4.8 Spectral Response Short Periods(Ss) 0.2092 CONSTRUCTION - - 17 0.o . Spectral Response 1 s Period(S1) 0.0813 Seismic Importance Factor 1.00 Design Category B Site Class D Seismic Resisting System REVISIONS Notwithstanding the adjacent Drawing ANCHOR ROD Longitudinal Direction Steel System(R=3.0 ) seal,neither the Engineer ORAL Lateral Direction Steel System R=3.0 named nor Chief Buildings is �SS� pRFYG� y ( ) y Buyer Petersen Brothers Construction Seismic Response Coefficient(Cs) 0.074 acting as The Engineer of o �^ ANDERSONS INC Spectral Response Parameter Short Period(SIDS) 0.223 Record. The Engineer A P P ( > g 16597 Customer r o Spectral Response Parameter 1 s Period(SDI) 0.130 3 named and Chief Buildings TWIN FALLS ID 83301 Analysis Procedure: ELF responsibility is limited to the 991E F OOP�Q Description 80'-0"x 60'-0"x 14'-0" Base Shear structural performance of the 1 S 8��� p Longitudinal 3.27 kips e pre-engineered components DRAWN CHECK ORDER NO. A3 Transverse 3.30 kips designedby Chief Buildings. CHIEF P Jay BUILDINGS IF MBS TOP g3013068 Other Loads: 2 RTU 310 1bs.each e-SIGNed Jun 1 ,2018 ter ,drvm Ch1d1W.&in1 Po aox zo,a ( ) 1 on Jun 14,2018 c eozao7e No,s 5/25/16 5/26/16 A4 1 4 60'-0" 2 3 10'4" 25'-0" 25'-0" PARTITION 47'-0" 13'-0"PARTITION LINE TO BUILDING LINE A A ------- ——————————————————— ——— ————— ---------I I w I I zZ o f O/ I t-z En I o I I ¢5 I am q I im,0 Z Partition 2 B I I zo w c I W tz W--, O z o o a z a W W O Y ¢ V 2'_0° O I � b o I Z `4 O O I J N O � io I Z O I I j r X I � o Existing Building a 0 o r o I M a I Z Partition 3 1 C I � Lu I of J p Qv I � I ¢ I o. of D I w M I z I � I I J I i 4 o � Dia= 3/4" Dia= 3/4" Dia= 3/4" I N I I I I I --I-- r—� ---- �------------------- --- ----- ----- IV ao ®i 4„ i 0 4„ 4„ ---- 2„ IL ® 2„ 2„ L— 1 TO BE 1$1PW PW PW 47'-0" 13'4'PARTITION LINE USED FOR 2" 2" 2" 2" 2" PARTITION TO BUILDING LINE See Plan See Plan See Plan CONSTRUCTION DETAIL Z I DETAIL Y DETAIL X Dia= 1/2" Dia= 1/2" PARTITION WALL PLAN REVISIONS Notseal,eithertheEnginng the adjacent Drawing Partition Anchor Rod seal,neither the Engineer I named nor Chief Buildings is SS�ONAL EjC « - I e acting as The Engineer of � fyn Buyer Petersen Brothers Construction 00 411 00 I 4„ Record. The Engineer A ANDERSONS INC I 1 1/2" IL * 1 1/2" e named and Chief Buildings ��16597 o Customer TWIN FALLS ID 83301 to the PW PW structural performaresponsibility islnce of the �ted q`F of����� Description 80'-0"x 60'-0"x 14'-0" 1 1/2' 1 1/2" a pre-engineeredcomponents 5' 6 DRAWN CHECK ORDER NO. A4 See Plan See Plan C H1 F. designed by Chief Buildings. .9f a e-SIGNed1y41Bleler BUILDINGS voeo zoe MBS TDP g3013068 DETAIL W DETAIL V on Jun 14,2018 •�'b"0� �'"trr•'�r°•' P111 su"o," 5/25/16 5l26J16 VA4 seoz.zo,e 1. ADDITION TO EXISTING BUILDING BY OTHERS 2. ROOF MOUNTED UNITS This structure is an addition to existing structure,which was The purlins,main frames and endwall framing are designed not provided by Chief Buildings.The new frame provided by to adequately support the following roof units: Chief Buildings adjacent to the existing structure is NOT designed to support any loads of the existing structure. (2) - 310#Roof Top Units"Drawing Mark Roof and wall panel laps or trims are as shown on the *-Roof curbs are NOT by Chief Buildings. Erection Drawings. The locations of the roof units are as shown on the roof Chief Buildings neither assumes nor accepts any framing plan. Each unit shall be equally supported by a responsibility for the design of the existing structure. It is the minimum of two purlins,and from at least two points of each responsibility of the Buyer/Contractor and/or End Owner to supporting purlin. have the existing structure analyzed by a registered design professional for any modifications that are made or changes If the actual locations for the installed roof units does not in loading to the existing structure that result from addition of match the locations of the roof units are as shown on the roof the new,adjacent structure. framing plan,contact the Customer Service Department at Chief Buildings. Chief Buildings neither assumes nor accepts any responsibility for the design of the connections of the roof units to the supporting purlins and the local stresses caused by such connections. It is the responsibility of the Buyer/Contractor and/or End Owner to have this design performed by a registered design professional. PERMIT DRAWINGS REVISIONS Notwithstanding the adjacent ---- Drawing PROJECT NOTES seal,neither the Engineer e SS, named nor Chief Buildings is �NAf C 4 acting as The Engineer of ofR f�F Buyer Petersen Brothers Construction Record. The Engineer 16597 A Customer ANDERSONS INC named and Chief Buildings o TWIN FALLS ID 83301 responsibility is limited to the �q lF OF l�P� Descri tlon 80-0r X 60r-0 r X 14r-011 structural performance of the ��\ p e pre-engineered components S. 6 C H I E F9E DRAWN CHECK ORDER NO. N 1 designed by Chief Buildings. e e-$IG'NedIby Jay oBlleier BUILDINGS&Os GRAND ISLANO.NE TDP xxx g3013068 e lon o/Chief Indusbies,Inc. 68802-2078 xwxwxx SPLICE BOLT TABLE FLANGE BRACE TABLE Off, FRAME LINE 1 Mark Top Bot Int Type Dia Length SP-1 4 2 0 A325 3/4" 21/2" 0 ID SIDES MARK BRACE DIET. DETAIL CLIP 1 1 F132 1'-0" 1-4 XSST1 2 1 FB6R 114" 14 XSST1 1'-0" 1'-0" 8 4'-1011116" 8 4'-1011/16" 12 1" 2 0------- ------ - ----- - ---- ------- ------ - ----- --- --- �_------- ——— 1 --- --- a RF1-2 RF1-3 I I I I d d '4 U) `4 I m I I I I I I v � U. �+ I izzX n0: it N N 6 N V N U I I� I I N I I N Finish Floor 8" 11'-31/2" 76'-1" 1'-3 1/2" CLEAR 80'-0"OUT-TO-OUT OF STEEL A E CROSS SECTION: FRAME LINE 1 REFERENCE NOTES 1.Bolting Recommendations--AII high strength bolts are A325 with 5.Temporary bracing shall be introduced wherever necessary to PERMIT heavy hex nuts and are to be installed using the snug tight take care of all loads imposed upon the structure during the method specified in the'SPECIFICATION FOR STRUCTURAL erection process. JOINTS USING A A325 BOLTS',Published R dated D RAW I I�G S JUNE 30,2004.Snugnug tight condition is attained with few h a few 6.All dimensions are in inches unless otherwise marked. impacts of an impact wrench or the full effort of an iron worker using an ordinary spud wrench to bring the plies into firm contact. 7.All drawings are not to scale. 2.Bolt Specifications--All bolts specified throughout these drawings 8.NOTE:*Refer to general details and sections for roof sheet will be high strength bolts conforming to ASTM A325 bolt overhang and splice lap dimensions. REVISIONS Notwithstanding the adjacent Drawing CROSS SECTION specifications. Substitution of mild steel bolts will not be allowed seal,neither the Engineer and any field substitution will void the design warranty. 9.Eave height dimension is not always to the top of the eave strut. _ named nor Chief Buildings is ASS%oft FRCr Due to thermal block situations,eave height dimension and top 4 acting as The Engineer of o`` �� Buyer Petersen Brothers Construction 3.Nut Specifications--Nuts spl cified throughout these drawings will girt space dimension may be to the intersection of the top of the Record. The Engineer A ANDERSONS I NC be high strength nuts conforming to ASTM A194 GRADE 2 OR purlins. Refer to the eave details for more information. named and Chief Buildings 16597 Customer 9 g 9 � g TWIN FALLS ID 83301 2H,or Substitution n of mTM ild steel Dnuts will not be allowed,andaan as.field 10.All welds have a minimum Char V-Notch toughness of 20 structural perfor limited mance of the q�lF OF Description 80'-0"X 60'-0"X 14r-0" Y PY 9 � substitution will void the design warranty. FT-LBF at minus 20 degrees F. a pre-engineered components S' 9 DRAWN CHECK ORDER NO. designed by Chief Buildings. CHIEF cs 1 4.All elevation dimensions are taken from bottom of frame column BUILDINGS TDP xxx base plate. Refer to anchor rod plan for base of column elevation. e-siGNj eb�a zo16 ier 4"Wjro afrWlna m anic 'coo S-D,N B301 3068 e8802.207e 5/25/16 xx/xx/xx CS4 SPLICE BOLT TABLE FLANGE BRACE TABLE Qty FRAME LINE 2 Mark Top Bot Int Type Dia Length # SP-1 4 4 2 A325 3/4" 2 1/2" V ID SIDES MARK BRACE DIST. DETAIL CLIP SP-2 4 4 0 A325 5/8" 2" 1 1 FB17 2'4" 1-4 XSST1 2 1 FB10 2'-0" 1-4 XSST1 3 1 FB5 2'-0" 1-4 XSST1 4 1 FB7 2'4' 1-4 XSST1 5 1 FB15 2'4" 1-4 XSST1 6 1 FB19R 2'-0" 1-4 XSST1 Qv 4'-1011116" 8 4'4011/16" 12 --°DI`__ 3 12 — ao ----- �------- ------ ----__- ----- - Z ---------------- ------- ------ 5 11 N —_—— RF2-2 (L RF2-3 I I I I - I I io io 7 io I CL � I I I I I o o v �+ v o °ofLU �0 �0 I I I fV M t7 I 0I Finish Floor I l 8" �'-6 9/16' 73'-6 7/8" 2'-6 9/16" I 8" CLEAR+/- ' 80'-0"OUT-TO-OUT OF STEEL A E CROSS SECTION: FRAME LINE 2 REFERENCE NOTES 1.Bolting Recommendations---All high strength bolts are A325 with 5.Temporary bracing shall be introduced wherever necessary to PERMIT heavy hex nuts and are to be installed using the snug tight take care of all loads imposed upon the structure during the method specified in the'SPECIFICATION FOR STRUCTURAL erection process. JOINTS USING ASTM A325 BOLTS',Published by RCSC,dated DRAWINGS JUNE 30,2004.Snug tight condition is attained with a few 6.All dimensions are in inches unless otherwise marked. impacts of an impact wrench or the full effort of an iron worker using an ordinary spud wrench to bring the plies into firm contact. 7.All drawings are not to scale. 2.Bolt Specifications--All bolts) specified throughout these drawings 8.NOTE:*Refer to general details and sections for roof sheet will be high strength bolts conforming to ASTM A325 bolt overhang and splice lap dimensions. Notwithstanding the adjacent REVISIONS Drawing CROSS SECTION specifications. Substitution of mild steel bolts will not be allowed seal,neither the Engineer S,Oplp/ EN and any field substitution will void the design warranty. 9.Eave height dimension is not always to the top of the eave strut. e named nor Chief Buildings is �� � Buyer Petersen Brothers Construction Due to thermal block situations,save height dimension and top 4 acting as The Engineer of o F 3.Nut Specifications--Nuts specified throughout these drawings will girt space dimension may be to the intersection of the top of the Record. The Engineer A ANDERSONS INC be high strength nuts conforming to ASTM Al4 GRADE 2 OR purlins. Refer to the eave details for more information. named and Chief Buildings 16597 Customer g 9 9 e s � a TWIN FALLS ID 83301 2H,or ASTM A563 GRADE C,D,OR DH nut specifications. structuralilllimited of the '9A-OF� Description 80�-0��X 60�-0��X 14�-0�� Substitution of mild steel nuts will not be allowed,and any field 10.All welds have a minimum Charpy V-Notch toughness of 20performance substitution will void the design warranty. FT-LBF at minus 20 degrees F. a pre-engineered components S. 9� ��'�� DRAWN CHECK ORDER NO. CS2 designed by Chief Buildings. 4.All elevation dimensions are taken from bottom of frame column e BUILDINGS I TDP xxx g3013068 base late. Refer to anchor rod Ian for base of column elevation. a sloe Jun by day sieier P.O.BOX 20I8 P P 1 on dun 4,2ots ' d ....12 AND,N 5/25116 xx/xx/xx eaao�-=tea CS4 SPLICE BOLT TABLE FLANGE BRACE TABLE Mark op FRAME LINE 3 Bot Int Type Dia Length SP-1 4 4 2 A325 3/4" 21/2" # SP-2 4 4 2 A325 5/8" 2" V ID SIDES MARK BRACE DIS1• DETAIL CLIP 1 1 FB14 2'-0,, 4-4 XSST1 2 1 FB18 3'-0" 1-4 XSST1 3 1 FB12 2'-0" 1-4 XSST1 4 1 FB8 2'-0" 1-4 XSST1 5 1 FB11 2'-0" 1-4 XSST1 6 1 FB13 2'-0" 1-4 XSST1 7 1 FB9 2'-0" 1-4 XSST1 8 1 F64 2'-0" 1-4 XSST1 9 1 F13116 2'-0" 1-4 XSST1 10 1 FB20R T-0" 1-4 XSST1 8 4'-1011119' 8 4'-1011/16" 1"h:-', Q1 12 12 -- --- — ---------__� ------- -- 4 -------- ---- 8 ——————— ------- RF3-2 C' RF3-3 U) I I CL I �o l i I in I C I I I o Dl la o I oo I v I I iv I N iq I Cl) Finish Floor 8" �T-0 9/16" 72'-6 7/8" 3'-0 9/16" 8" CLEAR 80'-0"OUT-TO-OUT OF STEEL A E CROSS SECTION: FRAME LINE 3 REFERENCE NOTES 1.Bolting Recommendations--All high strength bolts are A325 with 5.Temporary bracing shall be introduced wherever necessary to heavy hex nuts and are to tie installed using the snug tight take care of all loads imposed upon the structure during the PERMIT method specified in the'SPECIFICATION FOR STRUCTURAL erection process. JOINTS USING ASTM A32�BOLTS',Published by RCSC,dated JUNE 30,2004.Snug tight condition is attained with a few 6.All dimensions are in inches unless otherwise marked. impacts of an impact wrench or the full effort of an iron worker DRAWINGS using an ordinary spud wrench to bring the plies into firm contact. 7.All drawings are not to scale. 2.Bolt Specifications--All bolts specified throughout these drawings 8.NOTE:"Refer to general details and sections for roof sheet will be high strength bolts conforming to ASTM A325 bolt overhang and splice lap dimensions. REVISIONS Notwithstanding the adjacent Drawing CROSS SECTION specifications. Substitution of mild steel bolts will not be allowed seal,neither the Engineer ,OPlAL F � and any field substitution will void the design warranty. 9.Eave height dimension is not always to the top of the eave strut. e named nor Chief Buildings is ASS E YCl Due to thermal block situations,eave height dimension and top 4 acting as The Engineer of Buyer Petersen Brothers Construction 3.Nut Specifications--Nuts specified throughout these drawings will girt space dimension may be to the intersection of the top of the Record. The Engineer A AN DERSONS INC be high strength nuts conforming to ASTM At 94 GRADE 2 OR purlins. Refer to the eave details for more information. e named and Chief Buildings 16597 Customer TWIN FALLS ID 83301 Substitution of mTM ilild steel Dnuts will not be allowed,anlcations.d any field 10.All welds have a minimum Charpy V-Notch toughness of 20 responsibility is limited to the g9jF OF��P�Q Description $0'-0"x 60'-0"x 14'-0" structural performance of the � S g`�� p substitution will void the design warranty. FT-LBF at minus 20 degrees F. a pre-engineered components �y r DRAWN CHECK ORDER NO. CS3 designed by Chief Buildings. CHIEF 4.All elevation dimensions are taken from bottom of frame column BUILDINGS n TDP xxx base plate. Refer to anchor rod plan for base of column elevation. to a-SIoon J n 14,201by Jay 88 1ef 'tl""0"0�d"r1ndui°'A'"6 GRAND SL ND,NE B3013068 1 eeeoam�e 5125/16 Xx/xx/xx CS4 SPLICE BOLT TABLE CAP PLATE BOLTS FLANGE BRACE TABLE Qty FRAME LINE 4 Mark op Bot Int Type Dia Length Mark Qty Type Dia Length # SP-1 4 4 0 A325 5/8" 2" EC-3 4 A325 5/8" 2" 0 ID SIDES MARK BRACE DIST. DETAIL CLIP EC-2 4 A325 5/8" 1112" 1 1 FB1 V-0" 1-4 XSST1 EC-1 4 A325 5/8" 11/2" 2 1 FB3R 1'-0" 1.4 XSST1 1'-0" 8 4'-10 11116" 8 4'-10 11/16" 'zT1" 1 �------- — --- 1-- --- ------- -- ----- RF43 d RF4-4 ------ ------ 1------ 0- _ — —------- d d RF4-2 U I F4-5 7 l a a Io l U uJ I to o I co I I I I �+ N I �+ o I� + o, _ + r2a _M W + o I — a' U Wa ?W "¢ + W a LL i Q o I v I �� W �� ��m inV �Lu LL I ihVNv I q I I� I I I I I N I I N Finish Floor 8" 10 1/2" 14'-2 1/2" 15�_5 1/2" 10 1/2" 8" CLEAR+/- CLEAR+/- 15'-9" 32'4" 14'4" 1 T-0" B C D 80'-0"OUT-TO-OUT OF STEEL A E CROSS SECTION: FRAME LINE 4 REFERENCE NOTES 1.Bolting Recommendations---All high strength bolts are A325 with 5.Temporary bracing shall be introduced wherever necessary to PERMIT heavy hex nuts and are to be installed using the snug tight take care of all loads imposed upon the structure during the method specified in the'SPECIFICATION FOR STRUCTURAL erection process. JOINTS USING ASTM A325 BOLTS',Published by RCSC,dated JUNE 30,2004.Snug tight condition is attained with a few 6.All dimensions are in inches unless otherwise marked. DRAWINGS impacts of an impact wrench or the full effort of an iron worker using an ordinary spud wrench to bring the plies into firm contact. 7.All drawings are not to scale. 2.Bolt Specifications--All bolds specified throughout these drawings 8.NOTE:'Refer to general details and sections for roof sheet will be high strength bolts conforming to ASTM A325 bolt overhang and splice lap dimensions. REVISIONS Notwithstanding the adjacent Drawing CROSS SECTION specifications. Substitution of mild steel bolts will not be allowed seal,neither the Engineer T�ONAJL F and any field substitution will void the design warranty. 9.Eave height dimension is not always to the top of the eave strut. a named nor Chief Buildings is 4�SS �c,2 Buyer Petersen Brothers Construction Due to thermal block situations,eave height dimension and top 4 acting as The Engineer of cified throughout these drawings will o -L� 3.Nut Specifications-Nuts sp girt space dimension may be to the intersection of the top of the Record. The Engineer A AN_DERSONS INC be high strength nuts conforming to ASTM At 94 GRADE 2 OR purlins. Refer to the eave details for more information. named and Chief Buildings 16597 Customer TWIN 9 g g e s ,� � IN FALLS ID 83301 Substitu2H,or tion oTM f mild steel Dnuts will not be allowed,and any field 10.All welds have a minimum Charpy V-Notch toughness of 20 structural performance of the SOo the Fg��Q Description 80�-O"X 60'-0'�X 14�-0�� substitution will void the design warranty. FT-LBF at minus 20 degrees F. a pre-engineered components �\�'�F DRAWN CHECK ORDER NO. 7CS4designed by Chief Buildings. C4.All elevation dimensions are taken from bottom of frame column BUILDINGS TOP xxxB3013068 base plate. Refer to anchoF rod plan for base of column elevation. esl Jed b 4J2y�16 Bl ier .exwa wcne.a�o-wc m" B8°NosewNo,N 5/25/16 xx/xx/xxS4 1 60'-0" OUT-TO-OUT OF STEEL 4 6'4" 2 3 1014" 25'-0" Y 25'-0" E-5 E-2 E-4 A P-1 T P-2 T \\ P-4 T // \\ F F4-2 / \ N // \\ W m C� RF1-2 RF2-2 RF34\ P-3 //\\\ 1`4-3 Or C / / \ p 3 0-3-3 CIII/ \�S / \ J / \ W / \ F / \ U) / \ LL Existing Building / P-5(TYp) P-2(Typ) _ P-7(TYp) ___— Q CB$ _'—_CB,g O _ 11 D O \ / o \ / \ F4-4 / RF1-3 RF2-3 RF3-3 �_of O-3 P-6 \ / F4-5 \ GSA/ \Q3 E-1 E-2 E-3 E PERMIT PURLIN T-1 1/4" T-1 v4„ LAP 3A 1/4" T- DRAWINGS ROOF FRAMING PLAN PURLIN DEPTH: 8.00 REVISIONS Notwithstanding the adjacent Drawing ROOF FRAMING seal,neither the Engineer S\ONAL F enamed nor Chief Buildings is �k`' ER ?y Buyer Petersen Brothers Construction 4 acting as The Engineer of o F Record. The Engineer 16597 '° Customer ANDERSONS INC enamed and Chief Buildings rJ o TWIN FALLS ID 83301 responsibility is limited to the �q TF OF P� Descrl tion 80�-0��X 60�-0��X 14�-0�� S. structural performance of the B��\ p REFERENCE NOTES e pre-engineered components �•�.�E� DRAWN CHECK ORDER NO. RF1 designed by Chief Buildings. `/ 1."T"=TOP SAG ANGLE. a BUILDINGS TOP xxx "B"=BOTTOM SAG ANGLE. 1 e-SIGN)d by,2y0Bleeier Sd"MaonrxaJ m ha GkANO S2 D,NE B301 3068 eeenasoe 5/25/16 wxx/xx RF1 OPENING TABLE ROOF PLAN 1 60'-0" OUT-TO-OUT OF STEEL 4 6'-0" ID USE WIDTH LENGTH LOAD 1 OPEN 2'-0" 2'-01/16" 0.300 2 OPEN 2'-0" 2'-01118" 0.300 TRIM TABLE ROOF PLAN OID QUAN. MARK COLOR I LENGTH 1 22 RC16 GM 1 30" PANELTABLE -- -- -- -- -- — _ A ROOF PLAN QUAN MARK LENGTH 44 RS-1 471111116' 4 SF-1 248 Jill 6" 4 SF-2 2381/2" N N LL LL V) N N K LL LL LJ J W W F N LL Existing Building -- -- -- -- -- — ° -- -- -- -- -- — -- -- — [A] D 0 0 ° 0 0 m LL LL co v) LJ N N LL LL U) V) - -- -- -- ---- -- -- -- -- - -- -- -- -- - -- -- -- - E PERMIT ROOF PANEL PLAN DRAWINGS PANELS:24 Ga.CS-Galvalume [A]SOFFIT PANELS:26 Ga.AP-Std.PVDF Finish REVISIONS Notwithstanding the adjacent S�ONAt EN Drawing ROOF PANEL seal,neither the Engineer 0 named nor Chief Buildings is acting as The Engineer of cy Buyer Petersen Brothers Construction 4 o� F Record. The Engineer 16597 '° Customer ANDERSONS INC e named and Chief Buildings o TWIN FALLS ID 83301 responsibility limited to the structural perfiormanceofthe SOF Description 80'-0"x 60'-0"x 14'-0" pre-engineered components DRAWN CHECK ORDER NO. RP1 designed by Chief Buildings. ��1�� e-SIGNed by Jay Bleier BUILDINGS I'0._X m�e TOP ` B3O13O68 on Jun y4,ABl � °r tl GRAND ISLAND,N ae _zo a 5/25/16 xx/xx/xx RP TRIM TABLE FRAME LINE E OID QUAN. MARK COLOR LENGTH 1 1 BTN66 ZA 146" 2 3 BTN6A ZA 206" 1 4 60'-0" OUT-TO-OUT OF STEEL 6' 3 2 EGA68 ZC 146"-0" 4 3 EGA6A ZC 206" 5 20 GS61A GM 14" 2 3 6 2 TC16B ZC 146" 7 3 TC16A ZC 206" 10'-0" 25--0" 25'-0" 8 1 ECLA6 ZC 715/16" 7" V-2" 9 3 ECRA6 ZC 715/16" 10 2 GS61A GM 14" PANEL TABLE Fa12 FRAME LINE E QUAN 1 MARK LENGTH I ( 20 SSF•1 1681/2" I I CONNECTION PLATES FRAME LINE E I ❑ID I QUAN I MARK/PART 1 1 1 2 1 XGA24 I I 1 G-12 H2 \ G-13 � G-15 Existing Building ; 1 G-11 i G-14 ---------B--------- ----------------------------------------------- ——————————————————————————————————————————————— —� M I I I I RF1-4 RF2-4 RF3-4 RF4-6 GIRT T-1 1/4" i T-1 1/4" LAPS T-1 114" T-1 1/4" 0 o SIDEWALL FRAMING: FRAME LINE E (Gutter with 2 downspouts) BO 3 4 5 5O 7O 3 6 9 10 O Existing Building PERMIT ----- ----- ----- ----- ----- ----- ----- ----- ------------ ----- ----- ----- ----- ----- DRAWINGS 12 SIDEWALL PANEL &TRIM: FRAME LINE E PANELS:24 Ga.AP-Std.PVDF Finish GIRT DEPTH: 8.00 Notwithstanding the adjacent NOTE:BLDG." ",COL.LINE." "(STANDARD GUTTER)downspoutdropspacing"= REVISIONS seal,neither the Engineer Drawing SIDEWALL DRAWING (SINGLE DOWNSPOUT DROP). ( )Downspout drops provided for this wall. Each named nor Chief Buildings is �SS�ONA EgFNGi drop consists of q� 9 Buyer Petersen Brothers Construction acting as The Engineer of o Record. The Engineer 16597 A Customer ANDERSONS INC named and Chief Buildings TWIN FALLS ID83301 responsibility is structural performance imited to of the the �9�F OF���FQ Description 80'-0"X 60'-0"X 14'-0" CHIE I 2 pre-engineered components S' B DRAWN CHECK ORDER NO. �S2 designed by Chief Buildings. GENERAL NOTES: e y suaoINag TDP xxx g3013068 1 e•$�on Jun 2y016eier dMdan olCh/dInMW/q.616 GRRND STAND.NE 1.For opening trim,Refer to General Details Manual. 5/25116 xx/xx/xx TRIM TABLE 4 1 6'-0" 60'-0" OUT-TO-OUT OF STEEL FRAME LINE A OID QUAN. MARK COLOR LENGTH 3 2 1 1 BTN6B ZA 146' 2 3 BTN6A ZA 206" 25'-0" 25'-0" 10'-0.. 3 2 EGA6B ZC 146" 1'2" 7" 4 3 EGA6A ZC 206' 5 20 GS61A GM 14' 6 2 TC16B ZC 146" 7 3 TC16A ZC 206" 24 d2 8 3 ECLA6 ZC 715/16" 9 1 ECRA6 ZC 715/16" 10 2 GS61A GM 14" I rIE"I] 11 4 JTA6C ZA 90, 12 1 HT6C ZA 90, 13 1 WFS6B ZA 14614 1WL86B CG 42"15 1 HT6D ZA 52" f4 I \ / PANELTABLE FRAME LINEA QUAN MARK LENGTL8 20 SSB-1 1681/2G-17 G-13 \ _19 / CONNECTION PLATES 0 \ LINE A X I Existing Building ❑DMQUAN I MARK/PART I i I// 1 2 XGA24 G-16 DO 0 G G-18 "' t❑ N N Q3 \\ M M L— ---------------------BG-6_----__—_---__--_—__—___ _—_-----_---------------- -- —_—_E9-- -----------__---------_-------- I I T 1 RF4-1 RF3-1 Field Field RF2-1 RF1-1 5'-0" GIRT T-1 v4° T-1 va° LAPS 3'-1 1/4" T-1 114" SIDEEWALL FRAMING: FRAME LINE A I I I (Gutter with 2 downspouts) O3 8 8 10 O3 4 5 6 7O O ----------------------------------------------------------------------------------------------------------- co 4 2 5 Existi g Building 13 PERMIT 2 DRAWINGS SIDEWALL PANEL &TRIM: FRAME LINE A PANELS:24 Ga.AP-Std.PVDF Finish GIRT DEPTH: 8.00 NOTE:BLDG." ",COL.LINE." "(STANDARD GUTTER)downspout drop spacing•= REVISIONS sea]Notwithstanding neiherheEngideer Drawing SIDEWALL DRAWING seal,neither the Engineer (SINGLE DOWNSPOUT DROP). ( )Downspout drops provided for this wall. Each named nor Chief Buildings is ��SS�ONA fRFNcry Buyer Petersen Brothers Construction drop consists of e acting as The Engineer of o ANDERSONS INC Record. The Engineer 16597 '° Customer enamed and Chief Buildings r o TWIN FALLS ID 83301 3 responsibility is li ance of the mited to the '9�F OF���� Description 80'-0"X 60'-0"X 14'-0" structural e pre-engineered onents S' 8� DRAWN CHECK ORDER NO. S2 GENERAL NOTES: designed by Chief Buildings. CHIEF e-SIGNed b BUILDINGS P.O.aox xore TDP xxx B3013068 ay 1.For opening trim,Refer to General Details Manual. 1 on Jun aJ Bleier,zots • 0 a pd'ONtlr 9 0�211�ND.NE[ 5/25/16 xx/xx/xx S2 TRIM TABLE F- FRAME LINE 1 OID QUAN. MARK COLOR LENGTH 1 2 JT6A ZA 206" A 80'-0" OUT-TO-OUT OF STEEL L 'z11" 12 12 GEC-8 GEC-8 ----------------70-----------------------_—_ ———————————————————————— ————————————----------- ------------ � ____------- ------------ ----------- ------------ r --------------------- ------------------- -----------------__ ___--------------_ `� Ir— ------------ ------------ —� 'I II ------------ ------------ I 'I I I r—` --� I I I I I I I 'I II I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 I I I I I I I I I I I I I I 'I I I la of I I I I 'IQ QI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C I LII --------------------------------------------------------------------------------------------- —————————————————————————————— L-1J ENDWALL FRAMING: FRAME LINE 1 --------------------------------------------------- I I I I I I I I I I I I I I I I Y I I � I I 0 I � I I I I i I PERMIT I L-------------------------------------------------------------------------------------------------------------------------------------- DRAWINGS ENDWALL PANEL&TRIM: FRAME LINE 1 GIRT DEPTH: 0.00 REVISIONS Notwithstanding the adjacent Drawing ENDWALL DRAWING seal,neither the Engineer RMAL named nor Chief Buildings is �``SS �N�,� Buyer Petersen Brothers Construction 4 acting as The Engineer of o F Record. The Engineer 16597 '° Customer ANDERSONS INC enamed and Chief Buildings ,� o TWIN FALLS ID 83301 st uctu allperforlmanceofthe Slity is imited to the OF � Description 80'-0"x 60'-0"x 14'-0" epre-engineered components CHIEF. DRAWN CHECK ORDER NO. �E2 GENERAL NOTES designed by Chief Buildings. e BUILDINGS TDP xbc 1 e-SIGNed JayBleier d�� h. P.o.eoIS— B3013068 1.For opening trim,Refer to General Details Manual. on Jun 7a,2016 8 802-2_ND'" 5/25/16 xxba/x BOLT TABLE E A FRAME LINE 4 80'-0" OUT-TO-OUT OF STEEL LOCATION QUAN TYPE DIA LENGTH Columns/Raf 4 A325 5/8" 11/2" D C B TRIM TABLE 17'.0" 14'-9" 32'-6" 15'4" FRAME LINE 4 *ID QUAN. MARK COLOR LENGTH Q1" v 1 BTN6B ZA SCRAP 12 A-20-B 12 2 1 BTN6B ZA 146" 0 _--- —— 3 1 BTN6A ZA 206" B ____—__----_—_— 4 2 CTC6A ZA 146" 6" A-20- 5 2 GT68 ZA 14 ____---------- --- ------------ 6 4 GTC6A ZA 206" _----- ---- _----- ezo 7 3 GPC26A ZA 60, ---------- ------------- ------ ---Dj- --- -----_ ------__------------- _ 9 2 SCT6A ZA 206" _ _ r---- ------- ------ JB_6 Yi ------ ---- 1 2J ------------- --- - -- 1/ 4 EGFA6A ZA 206, I I IJBZ -- G_3 I G-6 i 10 G- 13' 13 4 JT6A ZA 206" 3 JB 4 JB 4 I 14 3 SCT6A ZA 206" I I I I I N j JB-1 JB- 91 G-5 I I 15 22 GPC26A ZA I I I I I ^ 16 42 GCC16 ZA 1/16" 17 4 GCTC6 ZA 13" 4 I I I I 18 2 TPLC6 ZA 7 3/8" I I I 19 7 GPC26A ZA 60" w 13 G-2 G-4 G-7 9 a I 20 13 GCC16 ZA 911/16" 4 I I I I I I 21 2 SCT6A ZA 206' I I I I 3 I I I 22 2 GRTC6 ZA 221/2" I I I I 23 2 JT6D ZA 42" :t N I I I K3 o 11 I I N a 25 5 DT866 ZA 1 6/8 a�11�11 G-7 G-8 a I�' 27 1 DT86A ZA 206" f l I I 28 1 HT6A ZA 206" I I I 29 1 HT6B ZA 146" iv I' I I I I I I I N 30 4 JTA6C ZA 90" 31 2 HT6C ZA 90" --------------------E9- ------ ---------------- I---- --------------------I ---------------------- iJ 32 1 WFS6B ZA 146" L I 7 C I I 33 WFS613 ZA SCRAP EC-1 EC-2 EC-3 Field Field 4 4'-0" 8'-0" QUAN MARK LENGTH 2'_g" 4'-0" 4'-0" PANEL TABLE LINE 4 12'-0" 14'-0" -FRAME ESA 1 161 1 ESR-2 67" GIRT r-1 v+ LAPS r-1 va 1 ESR-3 70" 1 ESR 4 73" 1 ESR-5 76" ENDWALL FRAMING: FRAME LINE 4 2 ESR-6 1761/2" 1 ESR-7 1791/2" E n A 1 ESR-8 61" Y 1 ESR-9 64" 1 ESR-10 1881/2" 1 ESR-11 11/2" 1 ESR-1 173 1/2" 7 8 9 10 ' 12 13 1a 16 16 1 ESR-13 1701/2" � 1 ESR-14 167671/2" 10 1 12 13 15 1 ESR-15 1641/2" —_--__ —_—__— 18 19 0 i 1� 16 -__--------I------ ---------------- 1 CONNECTION PLATES FRAME LINE 4 ---------------------- I I -----_- [I ID QUAN MARK/PART - ( -- - --- 1 3 g2 �------ -------— I I ----1 2 3 g1 I I 3 3 XBC87 Go W w I I 4 4 XBC38 N M q N I I of U) U) � 8 I I w LL1 W LU I I I I I I 0 �I I a co W W�� V 6 W W W 31 0 W� W W 0 W I I I I 3 I I I I I I I I ---- - -- ---- -------- ----- -------------------------------L ---- ---- ---- ---L PERMIT d O O 12 3 DRAWINGS ENDWALL PANEL &TRIM: FRAME LINE 4 PANELS-24 Ga.AP-Std.PVDF Finish GIRT DEPTH: 8.00 REVISIONS Notwithstanding the adjacent Drawing ENDWALL DRAWING seal,neither the Engineer e S�ONAL E named nor Chief Buildings is ��Sr2 Buyer Petersen Brothers Construction 4 acting as The Engineer of o F Record. The Engineer 16597 '° Customer ANDERSONS INC e named and Chief Buildings s� WIN FALLS I D 83301 responsibility is to the structural performaince of the SOFBOE Q Description 80'-0"X 60'-0"X 14'-0" epre-engineered components DRAWN CHECK ORDER NO. E2 GENERAL NOTES: designed by ChiefBuildings. CHIEF e-SIGNed by Jay Bleier BUILDINGS p.O.BO%20]B TDP XXX g3013068 e on Jun y4,2016 ��`ti1" IDINib1aj'r"` GRANOISLAND,N 5/25/16 XX/XX/XX E'2 1.For opening trim,Refer to General Details Manual. eeeozxoie TRIM TABLE PARTITION 1 OID QUAN. MARK COLOR LENGTH 1 4 JT6B ZB 146" 2 4 COT6B ZB 146" 3 2 WL86A CG 90" F4 1 JT6C ZB 90" 32'-6" OUT-TO-OUT OF STEEL 5 2 COT6C ZB 90" 6 2 WL86B CG 42" 7 1 JT6D ZB 42" 8 3 DT86B ZB 146" 12'-3" 10'-0" 10'-3" 9 2 JT6A ZB 206" 10 7 GPC26A ZB 60" 11 13 GCC16 ZB 911/16" 12 2 SCT6A ZB 206" A-20-B 13 3 GPC26A ZB 60" 1 A-20-B PR-3 1 14 5 GCC16 ZB 911/16" " PR-4 12 15 SCT6A ZB SCRAP 12 PR-2 O ❑ n 7❑ n 16 4 JT6B ZA 146" — 17 1 JT6C ZA 90" n --T �® �❑ 18 1 JT6D ZA 42" 1'-3 3/4"' G-20 ®3❑ G-24 G-25 19 3 DT86B ZA 146" 0o EM HIM 5❑ 20 2 ZA 20 21 7 GPC26A ZA 80" 22 13 GCC16 ZA 911/16" b JB-7 JB-7 23 2 SCT6A ZA 206" 24 3 GPC26A ZA 60" 'O 25 5 GCC16 ZA 911/16" 26 SCT6A ZA SCRAP G-21 G-23 G-26 M Cl) 5 DH-1 EM DH-3 I§J E s❑ r; PANEL TABLE 1 DH-2 io PARTITION 1 c QUAN MARK LENGTH 1 PS-1 1751/2" 1 PS-2 178112" _ $20 i l 2 -i G-25 1 PS-3 181 1/2" o 0 EE m M E 1 PS-4 1841/2" 1 PS-5 1871/2" ea ea 1 PS-6 941/2' BG-8 1 PS-7 971/2" --——— — -- -- —————— -- ------------ I J C ] C 7 1 C I 1 PS-9 197" PC- L�3 C-2 PC-3 PC-4 Field ield 1 PS-10 1931/2" 5�_p�� �_q�� 0 1 PS-11 1811/2" N 8'-0" 1 PS-12 1831/2" 1 PS-13 1861/2' 1 PS-14 1891/2" PARTITION 1 FRAMING 1 PS-16 1951/2" 1 PS-17 1021/2' 1 PS-18 1051/2" 2 PS-19 2041/2" 1 PS-20 205" 1 PS-21 2011/2" 1 PS-22 1991/2" CONNECTION PLATES PARTITION 1 1 6 5 4 ❑1 QUAN MARK/PART �1 10 11 12 3 1 2 4 12 -------—J 12 ----- 1 1„ 2 3 2 g6 -------- --- ---, I I — — — 5 5 XBC74 r----------- I I I I I I I 5 5 XBC74 I I I I I I I I 7 8 7 I I I I I I I I I I y rn I I I I I I 1n a a I I I I I I a a I I I I I I I I I I I O I I I I rn �o jm 1s a I 3 a •D p) DD O I �- I I N N I M s ?I mI to I I 0 I rn I� y Iy s y I 0 I y 4 N rn a Oi I I al a al ii I I a. la a la I I 1a a 9 a rh 17 ° l a a a 7� I I I I I I I I a a I I I I I I I I I I I I I I I I I I I I I I I I I z z 50 z I I I I I I I 11a I 1 1s n <> 1s 1s j I r I I I I I I I I I I I Ll I I I I I I I I I I 2� 9„ j 2'.9" 2'-9" 2,_y„ Panel Start Panel Start Panel Start Panel Start PERMIT PARTITION 1 LEFT PANEL &TRIM PARTITION 1 RIGHT PANEL&TRIM PANELS:26 Ga.CS-Std.Sit Poly Finish PANELS:24 Ga.AP-Std.PVDF Finish D RAW I N G S REVISIONS Notwithstanding the adjacent Drawing PARTITION PLAN seal,neither the Engineer enamed nor Chief Buildings is acting as The Engineer of ��SS` L �ryctG Buyer Petersen Brothers Construction 4 o,-L> � Record. The Engineer 16597 '° Customer ANDERSONS INC enamed and Chief Buildings o TWIN FALLS ID 83301 responsibility is limited to the structural performance of the of�aP� Descrip tlon 80'-0"X 60'-0"X 14'-0" � e pre-engineered components S' 6 ��'� � DRAWN CHECK ORDER NO. �P3 designed by Chief Buildings. e e-SIOGN�dby4Jay0Blaeier BUILDINGS GRANDSUND,N TDP xxx g3013068 11 idibndCYM6WeNtiYa eeaoz-zwe 5/25/16 xx/xx/xx TRIM TABLE PARTITION 2 OID QUAN. MARK ICOLORI LENGTH 1 6 1 JT6A ZB 1 206" PANEL TABLE PARTITION 2 QUAN I MARK I LENGTH 5 PS-23 18313/16" 5 PS 1 1751/8" 4 13'-0" OUT-TO-OUT OF STEEL 13'-0" A-20 O O r------------ ----------- - r---- -- ------------------------- I I I I V-3 7/16" I G-27 I I I I I I co I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I I I I I n I G-27 I O C/) I O a j O I I I I I e I I I I I I I I I I I I I G-27 I I I I I I I I I I I I I I I I I I i�7 I I I I I L------------------ BG8— ———————A--i H EC-3 PARTITION 2 FRONT PANEL&TRIM PARTITION 2 6ACK PANEL&TRIM PARTITION 2 FRAMING PANELS:24 Ga.AP-Std.PVDF Finish PANELS:26 C a.CS-Std.Sil Poly Finish PERMIT DRAWINGS REVISIONS Notwithstanding the adjacent Drawing PARTITION PLAN seal,neither the Engineer S�Otygt EN named nor Chief Buildings is acting as The Engineer of c,2 Buyer Petersen Brothers Construction e o Record. The Engineer 16597 '° Customer ANDERSONS INC enamed and Chief Buildings y TWIN FALLS ID 83301 st uctural bility perforis lmance imited to of the the �9�F OF���Q Description 80'-0"X 60'-0"X 14'-0" pre-engineered components S' g� M DRAWN CHECK ORDER NO. P2 designed by Chief Buildings. 1 *9F Jay Bleier BUILDINGS TDP xxx g3013068 1� o-Sl onJ Jun 14,20116 •e wcnun�eww.sa• G�r+o S 7ND.n ,,.120„ 5/25/16 xx/xx/xx P3 TRIM TABLE PARTITION 3 OID QUAN. MARK COLOR LENGTH 1 6 JT6A ZA 206" PANEL TABLE PARTITION 3 QUAN I MARK LENGTH 5 PS-25 1991/81, 4 -26 13'-0" OUT-TO-OUT OF STEEL 5 PS 19913/16" 13'_0„ A-20-B Oi Oi --------------------------- -- - - I I I I I I I I I m I I N G-27 I I I I I to I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a O O I N O G-27 I fO I I I I I I I I I I I I I I I I I I I I I I q I I I I I I I I I oas I I I G 27 I I I I I I I I I I I I I I I I iN I I I I I I A_P0_B I I-- --------------------------------------J EC-2 ~ PARTITION 3 BACK PANEL&TRIM PARTITIO 3 FRONT PANEL &TRIM PARTITION 3 FRAMING PANELS:24 Ga.AP-Std.PVDF Finish PANEL :26 Ga.CS-Std.Sil Poly Finish PERMIT DRAWINGS REVISIONS Notwithstanding the adjacent Drawing PARTITION PLAN seal,neither the Engineer SIONAL F enamed nor Chief Buildings is moo' E Buyer Petersen Brothers Construction 4 acting as The Engineer of o e Record. The Engineer 16597 '� Customer ANDERSONS INC 3 named and Chief Buildings �� o TWIN FALLS ID 83301 responsibility structural perflorlmance of the imited to theOf� � Description 80'-0"x 60'-0"x 14'-0" epre-engineered components S' 8 C H'E BUILDINGS DRAWN CHECK ORDER NO. �P3 designed by Chief Buildings. e'SIGNed by Jay Bleier L�Y�frnd�M4bP. PTDP xxxg3013068on Jun 4,2016 N-2i.. H $/25/16 xvxx/- BBBOb3010 LINER PANEL TABLE FRAME LINE E 4 A QUAN MARK I LENGTH 16 SPF-1 1 3/8" 4 Iv L;J 4 SPF-2 1 59 59118" 2 EPRA 160" 1 EPR-2 42' 1 EPR-3 45' s 1 EPR-4 48" 1 EPR-5 51" ------- --------- 2 EPR-6 175" ------------ ------------ 1 EPR-7 178„ ----------------- ----------------- 1 EPR-8 361, 1 EPR-9 39" a a q M w 1 EPR-10 187" W 1 EPR-11 190" w w w w 1 EPR-'12 172" 1 EPRA3 169" to O 1 EPR-14 166" r -- 1 EPR-15 163" N I� — 5 SPB-1 1591/8" t l o 0 4 Id 1 IW W O IuT� 10 RID 1791/2" u W W W I \'/ I I I I 10 RP-2 123 3/8" 5 RP-3 190112' I 5 RP-4 1921/2" I I ENDWALL LINER PANEL &TRIM: FRAME LINE 4 PANELS:26 Ga.CS-Std.Sil Poly Finish (As Viewed From Inside Of Building) I I I 3 2 ------------------------ O LL Existing Building/ � m SIDEWALL LINER PANEL&TRIM: FRAME LINE E PANELS:26 Ga.CS-Std.Sil Poly Finish (As Viewed From Inside Of Building) I I I I ----------------------------------------------------- 3 2 /Existing Building r— — s m O+ I II I > a II I I I s I I 'O ' '� -- I ' _ PERMIT I 11 SIDEWALL LINER PANEL &TRIM: FRAME LINE A DRAWINGS PANELS:26 Ga.CS-Std.Sil Poly Finish (As Viewed From Inside Of Building) Notwithstanding g the adjacent Drawing WALL LINER PANEL seal,neither the Engineer Plgt LINER PANEL TRIM TABLE named nor Chief Buildings isFNGt2 FRAME LINE E 4 A e4 acting as The Engineer of o Buyer Petersen Brothers Construction OID QUAN.1 MARK COLOR LENGTH Record. The Engineer A ANDERSONS INC 16597 Customer 1 23 JT6A ZB 206" a named and Chief Buildings ,� �o TWIN FALLS ID 83301 2 7 JT613 ZB 146" responsibility is limited to the ✓9lF OF�QP Q Description 80'-0"x 60'-0"x 14'-0" 3 6 JT6A ZB 206" structural performance of the 9p S, 8��� p E72 JT6B ZB SCRAP pre-engineered components ��'EDRAWN CHECK ORDER NO. P11 JT6C ZB 90"SCT6A ZB 206" designed by Chief Buildings. •SCT6A ZB 206" e-SIGNed by Jay BleierBUILDING: p.0.BOX 20]8TDP Xxx JT6C ZB SCRAP e on Jun14,2016 �dA'"°"°°""�g0NjPo6 eeeezp$e eo•N 5/25/16 xxlxx/xx B3013068 LP2 LINER PANEL TABLE ROOF PLAN 1 4 QUAN MARK LENGTH 60'-0" OUT-TO-OUT OF STEEL 10 RP-1 179 1/2" 10 RP-2 123 3/8" 2 3 5 RP-3 1901/2" 5 RP-4 1921/2" 10'-0" 25'-0" 25'-0" � z -------- ----------------------- ---------------------- A I I I I I I I I I I I I I I I I I I I I I -------- ----------------------- ----------- I I I I I I I N I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I )I I W / I uJ I I I a Existing Buildings ———————— ——————————————————————— ----------- I ° o o 0 I W o 0 -------- ----------------------- ----------- o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PERMIT I I I I I I ------ ---------------------- - E DRAWINGS ROOF LINER PANEL PLAN ' 2 PANELS:26 Ga.AP-Std.Sil Poly Finish REVISIONS Notwithstanding the adjacent Drawing ROOF LINER PANEL seal,neither the Engineer enamed nor Chief Buildings is �1SSEFNcfG Buyer Petersen Brothers Construction 4 acting as The Engineer of o�L� F e Record. The Engineer 16597 '° Customer ANDERSONS INC 3 named and Chief Buildings �f �o TWIN FALLS ID 83301 responsibility is to the LINER PANEL TRIM TABLE structural performalnce ofthe ted -OF����Q Description 80'-0"X 60'-0"X 14'-0" J FRAME LINE 2 pre-engineered components S' 6 DRAWN CHECK ORDER NO. LP2 OID QUAN. MARK COLOR LENGTH designedby Chief Buildings. CHIEF BUILDINGS /� TDP xxx 1 2 JT6B ZB 146' e e-SIGNedbyJayBleier � dr r P.o.eoxzm° B3013068 2 6 JT6A ZB 206" on Jun 114,2016 cen"oisu"o,ry 5/25/16 XX1)odxx VLP2 eeeaz-zone HVAC SPECIFICATIONS MECHANICAL LEGEND M PART 1 - GENERAL EQUIPMENT ® SUPPLY DIFFUSER 1 1 GENERAL INTENT 1.7 PROJECT CLOSE-OUT P3.2 GENERAL INSTALLATION JI fJJJ FLEXIBLE DUCTWORK RETURN GRILLE O A THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE N1 TABOR AND MATERIALS,AND A CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR ANY DEFECTS IN I. FlRE-RATED ASSEMBLY PENETRATIONS.' EQUIPMENT,NECESSARY.OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE OWNER. 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE ® to � EQUIPMEIfF, AND NECESSARY, O,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS GESCRIBED CONTRACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO REPAIR OR REPLACE HIS RATED ASSEMBLY. FIRE SEAL,CAULKING,AND APPURTENANCES SWJl BE UL USTED FOR THE LINED DUCTWORK EXHAUST GRILLE 6- HEREIN. WORK AS WELL AS WORK OF OTTER TRADES THAT MAY BE AFFECTED BY THIS REPLACEMENT. ASSEMBLY RATING IT IS APPLIED TO AND SHALL RE INSTALLED PER THE MANUFACTURERS WRITTEN B. SUBMISSION OF A PROPOSAL SWILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS MADE A B. CONTRACTOR SHALL MAINTAIN A REDUNED SET OF CONSTRUCTION DRAWINGS SHOWING DEVOTIONS INSTRUCTIONS ALL SUCH MATERIALS SHALL MEET STATE,LOCH,AND AUTHORITIES CODES AND DEMO W n THOROUGH EXAMINATION SA THE SITE,AND CONSTRUED EXISTING CONDITIONS TH AND LIMITATIONS WHICH AFFECT BETWEEN THE DRAWINGS AND INSTALLED CONDmONS.THESE SHALL BE TURNED OVER TO THE OWNER AT STANDARDS. ROUND DUCTWORK BREAK ACCEPTANCE OF THE WORK. 2.REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIRE RATED ASSEMBLY LDCATIONS AND RATINGS. THERMOSTAT THIS WORK.LITER CLAIMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT OR MATERIALS REQUIRED C. PROVIDE THREE(3)COMPLETE SETS OF OPERATION AND MAINTENANCE MANUALS.THESE ARE TO INCLUDE J. SEISMIC RESTRAINT: OT BECAUSE OF DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEIU!DURING SUCH AN ALL EQUIPMENT CUT-SHEETS,MANUFACTURERS RECOMMENDED MANTIMCE PROCEDURES, 3.THE CONTRACTOR SHALL PROVIDE PROPER MECHANICAL SEISMIC RESTRAINTS FOR ALL INSTALLED ITEMS EXAMINATION. WWUfACTURFRS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LETTER AND CONTACT INCLUDING,BUT NOT LIMITED TO.DUCTS,PIPING,EQUIPMENT AND ACCESSORIES.THE CONTRACTOR TQ TEMPERATURE SENSOR DUCTWORK BREAK C C. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT,GENERA-CHARACTER,AND LOCATION OF THE INFORMATION. SHALL PROVIDE SEISMIC RESTRAINTS AS LISTED BY THE CODES USED BY THE ALI OR AS SHOWN ON m WORK TO BE PERFORMED.WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR PURPOSES D. PROVIDE THREE(J)REVIEWED BALANCE REPORTS OF WATER AND AIR SYSTEMS AS APPLICABLE. THE DRAWINGS(WHICHEVER IS MORE STRINGENT). 5p SMOKE DETECTOR OF FABRICATION OR INSTALLATION OF ITEMS,THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS WITH NO E. CONTRACTOR E(3)ALL REVIEWED THE OWNER ON THE OPERATION AND MAINTENANCE OF ALL SYSTEMS 3.3 DUCT INSTALLATION ®®®®DUCTWORK RISE i '9 ADDED COMPENSATION.WHERE SUCH ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE PROVIDED UNDER THIS CONTRACT. A CONSTRUCT AND INSTALL DUCTS ACCORDING TO SMACNIKS'HAAC DUCT CONSTRUCTION ® ° 3 WORK,THEY SHALL FIRST BE SUBMITTED TO THE ARCHITECT FOR RENEW AND APPROVAL 0 CO2 SENSOR ®�®� D. SITE UTILITIES:THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING PART 2 - PRODUCTS STARMRDS--METAL AND Fl.IXIBLE.' DUCTWORK DROP Q $ SERVICES.COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT 2.1 GENERAL B. INSTALL DUCTS WITH FEWEST POSSIBLE JOINTS.INSTALL FABRICATED FITTINGS FOR CHANGES IN 6 0 ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK.NOTIFY ARCHITECT A DUCT DIMENSIONS SHOWN ON PAWS ARE NET FREE AREA DIRECTIONS,SIZE,AND SHAPE AND FOR CONNECTIONS. o- MOTORIZED DAMPER OR ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. A. ROUND ELBOWS MUST HAVE A CENTERUNE RADIUS OF NO LESS THAN 1.5 TIMES THE DIAMETER OF THE C. COORDINATE LAYOUT WITH SUSPENDED CEILING.FIRE-AND SMOKE-CONTROL DAMPERS,LIGHTING I SPIN-IN SUPPLY(WITH VOLUME N 2 $ E. COMPLY WITH ALL LOCAL AND STATE CODES REGARDING SEISMIC SUPPORT AND ISOLATION.NOT ALL ELBOWSQUARE ELBOWS SHALL HAVE TURNING VANES. LAYOUTS,AND SIMILAR FINISHED WORK. Bo- BAROMETRIC DAMPER naA DAMPER) a SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS.CONTRACTOR SHALL MEET THE REQUIREMENTS C ALL DUCTWORK EXPOSED TO VIEW SHALL BE ROUND OR OVAL S%RN_ D. SEAL Nl JOINTS WITH UNITED DUCT SEALANT.APPLY SEALANT TO MULE END CONNECTORS BEFORE L N OF THE AUTHORITY HAVING JURISDICTION FOR SEISMIC SUPPORT/ISOLATION OF HIS WORK. '�DUCTWORK MATERIALS INSERTION,AND AFIERWNRD TO COVER ENTIRE JOINT AND SHEET METAL SCREWS. MANUAL VOLUME DAMPER � i SPIN-IN RETURN/EXHAUST O1 y 1 2 GENERAL COORDINATION E. NON-FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND -� (WITH VOLUME DAMPER) W 0 u H A COMPLY WITH SMA INKS'HVAC DUCT CONSTRUCTION STANDARDS--METAL AND FLEXIBLE'FOR EXTERIOR WALLS AND ARE EXPOSED TO VIEW,CONCEAL SPACES BETWEEN CONSTRUCTION OPENINGS ° A CONTRACTOR SHALL REFER i0 THE DESIGN DOCUMENTS FOR ALL OTHER DISCIPLINES FOR PROJECT ACCEPTABLE MATERIALS MATERIAL THICKNESS,AND DUCT CONSTRUCTION METHODS,UNLESS OTHERWISE AND DUCTS OR DUCT INSULATION WITH SHEET METAL FLANGES OF SAME METAL THICKNESS AS DUCTS }C / 45'SQUARE DUCT TAKE-OFF r ° CONSTRUCTION AND OTHER DETAILS WHICH AFFECT THE MECHANICAL INSTALLATION AND SHALL CONFER INDICATED.SHEET META MATERIALS SHALL BE FREE OF PITTING,SEAM MARKS,ROLLER MARKS,STAINS, FSD COMBINATION SMOKE FIRE DAMPER v WITH ALL OTHER TRADES FOR FINISH ADJACENT TO ITS WORK AND ARRANGE TO HAVE FUSIBLE PORTIONS DISCOLORATIONS,AND OTHER IMPERFECTIONS.UNLESS STATED OTHERWISE,ALL DUCTWORK TO BE 26 OVERLAP OPENINGS ON 4 SIDES BY AT LEAST 1-1/2 INCHES. r BA=R'` FROM SQUARE DUCT OF THIS WORK(SUCH AS ACCESS DOORS,GRILLES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE GAUGE MINIMUM. F. FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND �L FIRE DAMPER R ° WITH THE FINISH IN A MANNER SATISFACTORY TO THE ARCHITECT. IXI TIN WALLS,INSTALL APPROPRIATELY RATED FIRE DAMPERS,SLEEVES,AND INFIRCHES UPSTREAM OF 45'ROUND DUCT TAKE-OFF z a B. CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,DAMPERS,COILS,ETC.)SO THAT THE B. G90(Z2 5 SHEET STEM:LOCK-FORMING QUALITY;COMPLYING WITH ASTM A INISH 853M AND HAVING G. PAINT INTERIORS RI MEIN.DUCTS,THAT GO NOT HAVE DUCT LINER,FOR 24 INCHES COMPA OF sA-=1N FROM SQUARE DUCT G90(Z215)COATING DESIGNATION;DUCTS SHALL HAVE MILL-PHQUPH4TIZED FINISH FOR SURFACES REGISTERS AND GRILLES.APPLY ONE COAT OF RUT,BUCK,UTIX FINISH COAT OVER A COMPATIBLE EQUIPMENT CA1DUi CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A UFT-UP TYPE ® _�� 45'ROUND DUCT TAKE-OFF COUNG NOT BE INSTALLED.THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS EXPOSED TO VIA' PROVIDE BALANCING PRIMER. SPECIFICALLY NOTED ON THE DRAWINGS.ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS C. CARBON-STEEL SHEETS:ASTM A 366/A 366M,COLD-ROLLED SHEETS;COMMERCIAL QUALITY;WITH OILED, H. PROVIDE BALANCING DAMPERS AT POINTS ON SUPPLY,RETURN,AND ING.INSTALL SYSTEMS WHERE u-RA FROM ROUND DUCT PRIOR TO INSTALLATION. MATTE FINISH FOR EXPOSED DUCTS. BRANCHES WIDTHS FROM URGER DUCTS AS REQUIRED FOR NR BALANCING.INSTALL AT A MINIMUM QU ® THRALL CALLOUT � C. CEILING HEIGHTS:ARCHITECTURAL DRAWINGS SHALL BE CHECKED FOR CEUNG HEIGHTS,WALLS,AND D. STAINLESS STEEL ASTM AND A 480/A ATOM,TYPE EXPOSED OR 304,AND HAVING A N0.2D FINISH FOR TWO DUCT WIDTHS FROM BRANCH TAKEOFF. TURNING VANE CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION.WHERE CONFLICTS OCCUR,THE CONCEALED DUCTS AND SUITABLE FINISH FOR EXPOSED DUCTS. I. INSTAL FLEXIBLE CONNECTORS IMMEDIATELY D13YVIADJACENT TO EQUIPMENT IN DUCTS ASSOCIATED WITH ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK.LOCATION OF EXPOSED WORK Z.3 INSULATION AND LINER EARS AND MOTORIZED EQUIPMENT SUPPORTED E VIBRATION ISOLATORS. (T� TEMPERATURE GAUGE \�� e SUCH AS LIGHTS,DIFFUSERS,SPEAKERS,SPRINKLER HEADS TAKE PRECEDENCE OVER CONCEALED WORK. A GENERAL: J. CONNECT DIFFUSERS GRILLES I LOW PRESSURE DUCTS WITH MAXIMUM DUCTS LENGTHS OF ')' - METERED CORNER D. CONTACTOR SHALL EXERCISE CARE TO MINIMIZE ANY DISTURBANCE TO ADJACENT AREAS OF THE I. FlRE-WIZARD CLASSIFICATION:MAXIMUM FLAME-SPREAD INDEX OF 25 AND SMOKE-DEVELOPED WDIX DRAW A DUCT CLAMPED OR SffRPPPED IN PLACE.CONNECT FLEXIBLE DUCTS TO METAL DUCTS WITH ® y? v n DRAW BANDS. POINT OF CONNECTION 9 BALDING WHICH ARE TO REMAIN IN OPERATION.ISOLATE WORK AREAS BY TEMPORARY PARTITIONS, OF 50 WHEN TESTED ACCORDING TO ASTM E 84. K. INSTALL BACKDRAFT DAMPERS ON EXHAUST FANS OR DAM DUCTS NEAREST TO OUTSIDE AND RADIUS ELBOW N1,+6 m TARPS,ETC.,TO KEEP DUST AND DIRT IN THE CONSTRUCTION AREA 2. SCHEDULE WHERE INDICATED. E. PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.,TO MAINTAIN THE WATERPROOF INTEGRITY OF THE a. INSULATE ALL SUPPLY,RETURN AND OUTSIDE AR DUCT AS FOLLOWS: f� INTAKE OR EXHAUST i BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF 1) LOCATED OUTSIDE THE BUILDING ENVELOPE R-8 3.4 HANGING AND SUPPORTING of WORK. 2) LOCATED INSIDE THE BUILDING ENVELOPE: R-5 A SUPPORT HORIZONTAL DUCTS WITHIN 24 INCHES OF EACH ELBOW AND WITHIN 48 INCHES OF EACH �- DIRECTION OF ARFLOW F,yN F. INSTAL ALL WORK OF THIS SCOPE TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE,AND b. WSUUTE DUCTWORK EXPOSED TO VIEW TO THE ABOVE REFERENCED R-VALUE WITH INTERNAL BRANCH INTERSECTION. A E a REPAIR.MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES LINED, B. SUPPORT ALL DUAL.DUCTS AT MAXIMUM INTERVALS OF 16 FEET AND AT FAOI FLOOR. 44 03/15/2016 INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL c. PROVIDE 1'ACOUSTICAL LINER IN DUCTWORK WITHIN IV OF EQUIPMENT CONNECTION. C. SUPPORT ALL DUCTWORK,PIPING,AND EQUIPMENT I REQUIRED AC THE LOLL CODES, ABBREVIATIONS O[ DESCRIPTIONS G. ALL PENS RATIONS MADE THROUGH RATED ASSEMBLES TO ACCOMMODATE WORK OF THIS SECTION,MUST B. FIBROUS-GLASS UNER COMPLY WITH NFPA 90A OR NFPA 90B AND WITH NAIMA AI124. MANUFACTURERS RECOMMENDATIONS,AND STANDARD REED O'PRACTICE BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. 1. MATERIALS:ASTM C 1071;SURFACES EXPOSED TO AIRSTREAM SMALL BE COATED TO PREVENT D. USE MATERIALS COMPATIBLE WITH ITEMS BEING SUPPORTED TO AVOID ELECTROLYTIC ACTION,AND H. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK.COORDINATE AL EROSION OF GLASS FIBERS. CONFORM TO SMACNA,ANSI/ASME B31,NFPA,MSS SP-58,69,89. AC ARC FINISHED HVAC HEATING,VENTILATING,UP CONDITIONING BLOCKING,SUPPORT,LTC..NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL a. THICKNESS:1' 3.5 ACCESS DOORS AND PANELS AFF ABOVE FINISHED FLOOR KES KITCHEN EQUIPMENT SUPPLIER CONTRACTOR. b. LINER ADHESIVE COMPLY WITH NFPA 90A OR NFPA 90B AND WITH ASTM C 916. A DUCT ACCESS DOORS:INSTALL DUCT ACCESS DOORS TO ALLOW FOR INSPECTING,ADJUSTING,AND BTU BRAIR HANDLING THERMAL UNIT KW KILOWATT 3 CODES STANDARDS. PERMITS, AND FEES c. MECHANICAL FASTENERS:GALVANIZED STEEL SUITABLE FOR ADHESIVE ATTACHMENT,MECHANICAL MAINTAINING ACCESSORIES AND TERMINAL UNITS AS FOLLOWS: BTU BRTHSH PER LINTS KWH KILOWATT HOUR A ALL APPLICABLE CODE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS ATTACHMENT,OR WELDING ATTACHMENT TO DUCT WITHOUT DAMAGING LINER WHEN APPLIED AS 1.ADJACENT TO FIRE OR SMOKE DAMPERS,PROVIDING ACCESS TO RESET OR REINSTALL FUSIBLE LINKS. CA COMBSITE'S PER HOUR UT LEAVING AR TEMPERATURE CA COMBUSTION AR WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS.THEIR PR RECOMMENDED BY MANUFACTURER AND WITHOUT CAUSING LEAKAGE IN DUCT. B. ARCHITECTURAL ACCESS DOORS OR PANELS:COORDINATE REQUIREMENTS FOR ACCESS PANELS AND MAX MAXIMUM CIF COOLING COIL SHALL BE CARRIED OUT BY THE CONTRACTOR,WHO SHALL INFORM THE ARCHITECT IN WRITING PRIOR TO C. REFRIGERANT PIPING INSULATION:SUCTION PIPING-FLEXIBLE EASTONERIC,1'THICK. DOORS WHERE MECHANICAL ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES. CFF CAP FAR FUTURE MCA MINIMUM CIRCUIT AMPS SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ENFORCED LAWS,CODES, 2.4 DUCT ACCESSORIES THE CONTACTOR SHALL PROVIDE ACCESS PANELS OR DOORS OF SUFFICIENT SIZE TO ALLOW ACCESS MOCP MAXIMUM OVERCURRENT PROTECTION OR REGULATIONS.IF THE CONTRACTOR PERFORMS ANY WORK KNOWING T TO BE CONTRARY TO SUCH TO HIS WORK THAT REQUIRES ACCESS FOR MAINTENANCE OR INSPECTION. CFM CUBIC FEET PER MINUTE MIN MINIMUM LAWS,ORDINANCES,RULES AND REGULATIONS,AND WITHOUT NOTICE TO THE ARCHITECT,HE SWAN. A STANDARD VOLUME DAMPERS:SINGLE OR OPPOSED-BLADE DESIGN,STANDARD LEAKAGE RATING,AND CHWR CHILLED WATER RETURN ASSUME FULL RESPONSIBILItt,AND SHALL BEAR ALL COSTS ASSOCIATED WITH BRINGING WORK INTO SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS.SHAFTS TO BE FULL LENGTH,GALVANIZED STEEL 3.6 TESTING AND BALANCING NC NOISE CRITERIA COMPLIANCE WITH ZINC-PLATED,DIE-CAS(CORE YA1H DAL AND HANDLE MADE OF 3/32-INCH-THICK ZINC-RATED A PERFORM TESTING ANO BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES C GV5 CHILLED WATER SUPPLY NFPA NATIONAL FIRE PROTECTION ASSOCIATION B. WHERE DRAWINGS OR SPECIFICATIONS CAL FOR MATERIAL OR CONSTRUCTION OF A DETER OLALIIY OR STEEL,AND A 3/4-INCH HEXAGON LOCKING NUT.INCLUDE CENTER HOLE TO SUIT DAMPER CONTAINED IN NOBB'S'PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF CW COLD WATER NTS NOT TO SCALE HIGHER CAPACITY TWIN REQUIRED BY TI1E ABOVE-MENTIONED CODES AND STANDARDS,THE PROVISIONS OPERATING-ROD SIZE INCLUDE ELEVATED PLATFORM FOR INSULATED DUCT MOUNTING. ENVIRONMENTAL SYSTEMS'OR SMIACHKS'WAC SYSTEMS-TESTING,ADJUSTING,AND BALANCING'. DEG DEGREE OSA OUTSIDE AIR OF THE DRAWINGS OR SPECIFICATIONS SHALLTAKE PRECEDENCE OVER THE REQUIREMENTS OF THE B. FLEXIBLE CONNECTORS:FLAME-RETARDAIT OR NONCOMBUSTIBLE FABRICS,COATINGS,AND ADHESIVES B. PREPARE TEST REPORTS FOR BOTH FANS AND CURETS.OBTAIN MANUFACTURER'S OUTLET FACTORS DIA DIAMETER PD PRESSURE DROP CODES AND STANDARDS. COMPLYING WITH UL 181,CLASS 1.PROVIDE HEAVY METAL EDGE BANDS,SEALED TO PREVENT LEAKAGE. AND RECOMMENDED TESTING PROCEDURES CROSSCHECK THE SUMMATION OF REQUIRED OUTLET DB DRY BULB TEMPERATURE PH PHASE Lu C. THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED 1. INDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC:GLASS FABRIC DOUBLE COATED WITH NEOPRENE VOLUMES WITH REQUIRED FAN VOLUMES. PRV PRESSURE REDUCING VALVE FOR THIS SCOPE OF WORK ON THIS PROJECT.THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL 2. OUTDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC:CUSS FABRIC DOUBLE COATED WITH C. ADJUST TERMINAL OUTLETS AND INLETS FOR EACH SPACE TO INDICATED ARFLOWS WITHIN SPECIFIED EA EXHAUST AR FAT ENTERING AR TEMPERATURE RA RETURN AIR REQUIRED INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. WEATHERPRDDF,SYNTHETIC RUBBER RESISTANT TOW RAYS AND OZONE TOLERANCES OF INDICATED VALUES.ALIKE ADJUSTMENTS USING VOLUME DAMPERS RATHER THAN RPM REVOLUTIONS PER MINUTE O 0 D. THE FOLLOWING SPECIFIC STANDARDS SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS FOR WORK OF C. FLEXIBLE DUCTS:UL 181,CLASS 1,UL 181,CLASS 1,BLACK POLYMER FILM SUPPORTED BY HELICALLY EXTRACTORS AND THE DAMPERS AT AIR TERMINALS. EER ENERGY EFFICIENCY RATIO RTU ROOFTOP UNIT THIS SECTION: WOUND,SPRING-STEEL WIRE;1-1/2'FIBROUS-GLSS INSULATION;POLYETHYLENE VAPOR BARRIER FILM. D. PREPARE TEST REPORTS WITH PERTINENT DESIGN DATA AND NUMBER IN SEQUENCE STARTING AT PUMP ESP EXTERNAL STATIC PRESSURE (, TO END OF SYSTEM.CHECK THE SUM OF BRANCH-CIRCUIT FLOWS AGAINST APPROVED PUMP FLOW SA SUPPLY AIR Z L 1. DUCTWORK:ALL DUCTWORK SKILL BE FABRICATED AND INSTALLED PER THE PUBLISHED STANDARDS FLEX DUCT SHALL BE EQUAL TO CETNNIEED'CERTAFLE('G25. LINT ENTERING WATER TEMPERATURE SEER SEASONAL ENERGY EFFICIENCY RATIO W RATE CORRECT VARIATIONS THAT EXCEED PUTS OR MINUS 5 PERCENT. FCO FLOOR CLFANOUT Z w Q OF THE AMERICAN SOCIETY OF HATING,REFRIGERATION,AND AR CONDITIONING ENGINEERS(ASHRAE) 2 5 ACCESS DOORS AND PANELS SFOVEST COMBINATION SMOKE/FlRE DAMPER AND THE SHEET METAL AND AR CONDITIONING NATIONAL ASSOCIATION(SMACNA),AND MEET THE A DUCT MOUNTED ACCESS DOORS:DOUBLE WALL,DUCT MOUNTING,AND RECTANGULAR;FABRICATED OF 3.7 CONTROLS AND ELECTRICAL COMPONENTS FD FIRE DAMPER SP STATIC PRESSURE 0 REQUIREMENTS OF NFPA 90 AND NFPA 91. GALVANIZED SHEET METAL WITH INSULATION FILL AND THICKNESS AS INDICATED FOR DUCT PRESSURE A WHERE REQUIRED,CONTRACTOR SHALL FURNISH A COMBINATION STARTER SIZED IN ACCORDANCE WITH FLA FULL LOAD AMPS SYM SYMBOL H 2. FILTERS:ALL FILTER MEDIA SHALL BE UL CLASS 2. CAS, THE MOTOR RATING.STARTER SHALL BE SUPPLED WITH FUSES OR CIRCUIT BREAKERS,CONTROL FLR FLOOR T&P TEMPERATURE AND PRESSURE 3. FIRE DAMPERS:ALL FIRE DAMPERS SHALL BE LISTED AND INSTALED PER UL FOR THE ASSEMBLY 1. FRAME:GALVANIZED SHEET SLED,WITH BEND-OVER TABS AND FOAM GASKETS. TRANSFORMER,OVERLOADS,ONE N.O.AND ONE N.C.AUXILIARY CONTACTS,AND AN HOA SWITCH IN FPM FEET PER MINUTE Z Z THEY ARE INSTALLED IN,AND MEET THE REQUIREMENTS OF THE LOCAL BUILDING CODE 2. PROVIDE NUMBER OF HINGES AND LOGICS AS FOLLOWS: THE CABINET COVER.STARTER ENCLOSURE SHALL BE NEMA RATED FOR US LOCATION.STARTER SWJl FT FEET TEMP TEMPERATURE O (/) BE WIRED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. T a SI IgMITTALS AND SUBSTITUTION S a. LESS THAN 12 INCHES SQUARE SECURE WITH TWO SASH LOCKS. B. CONTRACTOR SHALL PROVIDE A COMPLETE CONTROL SYSTEM TO OPERATE THE EQUIPMENT AS GA GAUGE UMC IUYNIIF M MECHANICAL CODE ty A CONTRACTOR SHALL SUBMIT SIX(6)COPIES OR ELECTRONIC COPY OF SUBMITTALS TO THE ARCHITECT b. UP TO 18 INCHES SQUARE TWO HINGES AND TWO SASH LOCKS. 6'CO GRADE CLEANOIN c UP TO 24 BY 48 INCHES:THREE HINGES AND TWO COMPRESSION LATCHES. DESCRIBED IN THESE DOCUMENTS SYSTEM SHALLANCE INCLUDE THERMOSTATS.T LOW VOLTAGE WIRING, GPM GALLONS PER MINUTE UPC UNIFORM PLUMBING CODE Lu Lu Z FOR APPROVAL PRIOR TO ORDERING OR INSTALLING.SUBMITTALS TO INCLUDE MATERIA.S,GAUGES, TRANSFORMERS,AND ASSOCIATED APPURTENANCES REQUIRED TO MEET THE INTENT OF THESE VTR VENT THROUGH ROOF {L TEMPERATURE,PRESSURE AND PERFORMANCE RATINGS,CONNECTIONS,DIMENSIONS,AND REQUIRED 2.6 EQUIPMENT CURBS AND SUPPORT DOCUMENTS HC HEATING COIL V VOLTS BULB Q CLEARANCES.ALSO INDICATE FURNISHED SPECIALTIES AND ACCESSORIES.PROVIDE PRODUCT DATA FOR A ROOF MOUNTED EQUIPMENT:PROVIDE FACTORY CURB TO MATCH EQUIPMENT PROVIDED.CURB TO MATCH HP HORSEPOWER Z EACH PIECE OF EQUIPMENT/COMPONENT LISTED IN SCHEDULES: ROOF SLOPE,TYPE,AND INSULATION DEPTHS FOR PROPER EQUIPMENT MOUNTING(ACCOUNT FOR IECC INTERNATIONAL ENERGY CONSERVATION CODE W/ WITH F Z IL B. APPROVED MANUFACTURERS,WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ARE LISTED IN B. GROUCABLE AR SSORIES SUCH AS ECONOMIZERS ONOMIIZE S AND ERVS). E-KEEEPWWG PAID AT LEAST 4'THICK rWD THE EQUIPMENT SCHEDULES.ANY SUBMITTAL FOR CONSIDERATION AS AN EQUAL TO THAT SCHEDULED MUST CONTAIN AL INFORMATION REQUIRED TO EVALUATE THIS CLAIM.MANUFACTURERS NOT LISTED AS AT LEAST 6'LARGER THAN THE EQUIPMENT BEING SUPPORTED. SHEET INDEX w X EQUAL MUST SUBMIT IN WRITING FOR APPROVAL TEN DAYS PRIOR TO BID CLOSING. PART 3 - EXECUTION o W C. CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER DISCIPLINES.EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED 3.1 EXAMINATION MDUO MECHANICAL LEGENDS AND SPECIFICATIONS PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING MECHANICAL AND A VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF MOM MECHANICAL ENERGY CALCULATIONS SHEET TITLE: ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT SPACES ARE THE ACTUAL EQUIPMENT TO BE CONNECTED. M201 MECHANICAL PLAN INCREASED.NO ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS B. LOCATIONS OF EQUIPMENT AND DEVICES,AS SHOWN ON THE DRAWINGS,ARE APPROXIMATE UNLESS M300 MECHANICAL SCHEDULES APPROVED.IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE DIMENSIONED;DO NOT SCALE DRAWINGS.EXACT LOCATIONS OF SUCH ITEMS SHALL BE DETERMINED BY M400 MECHANICAL DETAILS EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. DESIGN OF THE ARCHITECTS REPRESENTATIVE AND/OR DETERMINED FROM SPECIAL DETAILS AND DRAWINGS VERIFY ELECTRICAL REQUIREMENTS IS BASED ON MECHANICAL EQUIPMENT SPECIFIED. MECHANICAL CONTRACTOR THE PHYSICAL DIMENSIONS OF EACH ITEM OF MECHANICAL.EQUIPMENT TO FIT THE AVAILABLE SPACE MID SHALL COORDINATE WITH ELECTRICAL CONTRACTOR IF EQUIPMENT PURCHASED IS DIFFERENT FROM THAT PROMPTLY NOTIFY THE ARCHITECT PRIOR TO ROUGHING-IN IF CONFLICTS APPEAR.COORDINATION OF SPECIFIED STILL MEETS DESIGN INTENT,INCLUDING BUT NOT LIMITED TO OVERCURRENT PROTECTION, DIVISION 15 EQUIPMENT AND SYSTEMS TO THE AVAILABLE WIRING,EQUIPMENT,DUCTWORK,PIPING,ETC. MECHANICAL LOCAL DISCONNECTION MEANS,WIRE SIZING,AND DESIGN COSTS. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE INSTALLATION SHALL BE CONCEALED WITHIN1 5 DELIVERY STORAGE AND HANDLING BUILDING CONSTRUCTION,OR EXPOSED IN MECHANICAL ROOMS,UNLESS OTHERWISE NOTED. A DELVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH NAMES,MODEL NUMBERS,TYPES, 3.2 GENERAL INSTALLATION LEGEND AND GRADES,COMPLIANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. A PROVIDE ALL VALVES,DAMPERS AND CONTROL DEVICES REQUIRED TO COMPLETE BALANCING OF SYSTEMS GENERAL HVAC NOTES SPECIFICATIONS B. ALL MECHANICAL EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND VANDAJSM AS DESCRIBED IN THESE DOCUMENTS OR AS NORMALLY ASSOCIATED WITH THE SYSTEMS TO BE PRIOR TO ACTUAL INSTALLATION.FAN WHEELS,PUMPS AND OTHER ROTATING MACHINERY SHALL BE INSTALLED WHETHER SPECIFICALLY CAILED FOR ON THE DRAWINGS,DETAILS OR SPECIFICATIONS OR NOT. (RE AL MECHANICAL SHEETS) PERIODICALLY ROTATED DURING STORAGE ANY FACTORY PANTED EQUIPMENT SCRATCHED OR MARRED IT SHALL 13E UNDERSTOOD,UNLESS SPECIFICALLY STATED OTHERWISE,THAT AL SYSTEMS INSTALLED DURING SHIPMENT OR CONSTRUCTION SHALL BE RESTORED TO ORIGINAL,'NEW'CONDITION.THIS SHALL COMPLY WITH INDUSTRY RECOGNIZED STANDARDS AND FEATURES. G1 THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE All LABOR AND MATERIALS,AND EQUIPMENT,NECESSARY,OR INCLUDES COMPLETE REPAINTING OF THE EQUIPMENT IF NECESSARY TO PROVIDE EXACT PAINT MATCH. B. COORDINATE MECHANICAL SYSTEMS,EQUIPMENT,AND MATERIALS INSTALLATION WITH OTHER BUILDING REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING,INSTALLATION AND TESTING,COMPLETE AND READY FOR C. CONTRACTOR IS RESPONSIBLE FOR RECEIVING AND OFFLOADING EQUIPMENT OF HIS SCOPE IMMEDIATELY COMPONENTS SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND SAFE OPERATION OF THE SYSTEMS DESCRIBED HEREIN. UPON RECEIPT,CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND MATERIAL FOR SHIPPING DAMAGE AND EQUIPMENT FOR EFFICIENT FLOW OF THE WORK.GIVE PARTICULAR ATTENTION TO LARGE EQUIPMENT REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE TO CONTRACT AMOUNT. REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING.GIVE RIGHT-OF-WAY PRIORITY TO SYSTEMS G2 THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR T-STATS,ALL LOW VOLTAGE WIRING, CONTRACTOR SHALL VERIFY 1.6 SEQUENCING AND SCHEDULING REQUIRED TO BE INSTALLED AT A SPECIFIED SLOPE A COORDINATE MECHANICAL EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR TO C. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED,INSTALL SYSTEMS.MATERIALS,AND 03 AL OUTSIDE AIR DUCTS TO BE EXTERNALLY INSULATED. ALL DIMENSIONS(CONDITION ORDERING OR FABRICATION OF ADJOINING WORK. EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE. SHOWN oR MPueD B. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEICES AND SET SLEEVES IN D. INSTALL SYSTEMS,MATERIALS,AND EQUIPMENT LEVEL AND PLUMB,PARALLEL AND PERPENDICULAR TO G4 ALL SUPPLY DUCTS AND RETURN DUCTS TO BE INSULATED AND INTERNALLY LINED AS SHOWN ON D I DRAWING SCALE APPLIES TO POURED-IN-PUCE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED IN FINISHED SPACES. SPECIFICATIONS ARRANGE FOR GASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF E. INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING,MAINTENANCE,AND REPAIR OR REPLACEMENT GS DUCTWORK LAYOUT IS2z'xaN'sHEEisrzE CONSTRUCTION TO ALLOW FOR MECHANICAL INSTALLATIONS PLUMBING AND DIAGRAMMATIC.OFFSETS AND ADJUSTMENTS MAY BE REQUIRED TO COORDINATE WITH OF EQUIPMENT COMPONENTS.AS MUCH AS PRACTICAL,CONNECT EQUIPMENT FOR EASE OF C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND EQUIPMENT FOR DISCONNECTING,WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS.EXTEND GREASE FITTINGS LIGHTS,DUCTS,PLUMNG AND STRUCTURE. REVISION DATE EFFICIENT FLOW OF THE WORK.COORDINATE INSTALLATION OF LARGE EQUIPMENT REQUIRING POSITIONING TO AN ACCESSIBLE LDCATION. PRIOR TO CLOSING IN THE BUILDING. F. DRAWINGS ARE NOT DETAILED TO THE EXTENT THAT ALL DUCTWORK AND PIPING OFFSETS,BENDS,AND G6 COORDINATE T-STAY LOCATIONS WITH OWNER. D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND OVERHEAD SPECIAL FlNTNGS ARE SHDWN AND EXACT LOCATION INDICATED;HOWEVER,THEY ARE TO BE PRDVIDED UTILITIES AND SERVICES.COMPLY WITH REQUIREMENTS OF GOVERNING REGULATIONS,FRANCHISED SERVICE WHETHER SHOWN OR NOT.REFER TO SCHEDULES FOR ACCESSORIES. G7 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,DRAPERS,COLS,ETC.)50 THAT THE CEILING COMPANIES,AND CONTROLLING AGENCIES.COORDINATE CONNECTION OF ELECTRICAL SERVICES. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE SUBCONTRACTOR MAY KNOW WHERE TO INSTAL ACCESS-TYPE PANELS SHOULD A LIFT-UP TYPE GEEING NOT BE E. PROVIDE IDENTIFICATION OF ALL EQUIPMENT.COORDINATE INSTALLATION OF IDENTE1NG DEVICES AFTER RATED ASSEMBLY. FIRE SEAL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR THE INSTALLED.THIS CONTRACTOR SWILL PROVIDE ACCESS ACCESS FOR HIS WORK UNLESS SPECIFICALLY LLY NOTED ON THE COMPLETING COVERING AND PAINTING WHERE DEVICES ARE APPLIED TO SURFACES.INSTALL IDENTIFYING ASSEMBLY RATING IT IS APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS WRITTEN DRAWINGS.ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS PRIOR TO INSTALLATION. DRAWN DEVICES PRIOR TO INSTALLING ACOUSTICAL CEILINGS AND SIMILAR CONCEALMENT. INSTRUCTIONS.AL SUCH MATERIALS SHALL MEET STATE,LOCAL.,AND AUTHORITIES CODES AND BY: T.MCAULEY STANDARDS GB ALL PENETRATIONS MADE THROUGH EMBED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION,MUST BE SEALED TO H. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS(EXCEPT WHERE NOTE)IN DRAWINGS) MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. CHECKED BY: G.ELWELL WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS G9 CONTRACTOR WAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALLOTHER DISCIPUNES.EQUIPMENT OF WHICH MAY BE REQUIRED IN ADDITION TO THOSE SHOWN ON DRAWINGS PAY AL COSTS FOR ADDITIONAL GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PROVIDED SUCH PROPDSED EQUIPMENT IS JOB CUTTING OF HOLES AS THE RESULT OF INCORRECT LOCATION OF SLEEVES OR FURNISHING INCORRECT APPROVED IN WRITING AND CONNECTING MECHANICAL AND ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS, NUMBER: 153S2 INFORMATION AS TO THE REQUIREMENTS OF FRAMED OPENINGS. BASES,AND EQUIPMENT SPACES ARE INCREASED.NO ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS APPROVED.IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE S N G I2v B RING PROJECT EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. DATE: OCTOBER 205 940 Hart Corporate Dr.,S..LID SHEET OF MeHD ^ M000 phlid 2 B8-2181 2181 fax]a8-]JSB-21ffi Pgxt 15A1AA@ C O N LL S COMcheck Software Version 4J0A W n Mechanical Compliancy Certificate a g Project Information � 'o Energy Code: 20121ECC c° Project This: AnderSon's Inc Addition p° e Location: Twin Falls,Idaho wsi Climate Zone: 5b a. D . Project Type: AddiBen cN t L N u 2 rn Conetmction Site: Owne7Agem: Designer/Convapar: U 206 Gem St DC Engineering .2 Twin Falls,ID 83301 - 621 North College t o F Twin Falls,ID 83301 .� c 208 736 5294 ` Q _ s gelwell@dcenglneenng.net 2 , os Mechanical Systems List Quantity System Type&Description 1 Multi-mini split(Single Zone): Split System Heat Pump �NONAL 5 Heating Proposed Efficiency 10.00 HSPF,Required Efficiency-7.70 HSPF Cooling Mode:Capacity=30 kBtWh, rL < Proposed Emclency=18.50 SEER,Required Efficiency=13.00 SEER ���� Fan System:None m 2 Cove Heater(Single Zone): u z Heating:1 each-Radiant Heater,Electric,Capacity=2 kBtu/h (� ,QF\�! No minimum efficiency requirement applies N < :Fan System:None N A EV a t Radiant Tube Heater(Single Zone): 03/15/2016 Heating:2 each-Radiant Heater,Gas.Capacity-45 kBiWh No minimum efficiency requirement applies Fan System:None 1 Aadiam Tube Heater(Single Zone): Heagng:I each-Radiant Heater,Gas,Capacity=155 k6Wlh No minimum efficiency requirement applies Fan System:None Mechanical Compliance Statement Compliance Statement:The proposed mechanical design represented in this document Is consistent with the building plans, specifications,and other calculations submitted with this permit application.�he proposed mechanical systems have been designed to meet the 20121ECC requirements in COMcheck Verson 4.0.0 and to comply with the mandatory requirements listed in the Inspection Checklist Glenn Elwell,P E 11-16-2015 J ante-TI[� le Signature Date W 0 0 U * Project Title: AnderSon's Inc Addition Report date:11/16/15 Z W Q Data filename:C:1Users\gelwell\Oesktop'AnderSon's addltlon,ck Page lot 6 0 Q to Chd — 0 0 J W Z LL 04 Z aI a x W H VENTILATION AIR CALCULATION SHEET TITLE: ROOM OCC.AREA-S.F. 4%of OCC. OPERABLE MEETS 402.27 MECH.VENT.REQ'D7 IMCCATEGORY OCC.DENSITY CFWOCC. CFM/SQ.F7 CALCULATED CFM SUPPLY RETURN TOTAL AREA-S.F. OPENINGS-S.F. /1000 sf FACTOR CFM OFFICE 291 12 10 NO YES OFFICE 5 7.5 0.06 1 28 0.8 35 CONFERENCE 293 12 12 YES NO N/A N/A N/A N/A N/A N/A N/A HVAC ENERGY SHOWROOM 597 24 16 NO YES RETAIL 15 7.5 0.12 139 0.8 174 NEWWAREHOUSE 3,502 140 277 YES NO N/A N/A N/A N/A N/A N/A N/A CALCULATIONS EXISTING WAREHOUSE 5,452 2181 3141 YES NO N/A N/A N/A N/A N/A N/A N/A NOTES: 1.OPERABLE DOORS ON THE NORTH SIDE COVER 3,325 S.F.OF THE EXISTING WAREHOUSE(133 S.F.OF DOORS/0.04 FACTOR).OPENINGS INTO THE NEW ADJOINING SPACE(181 S.F.)AT 8%W ILL ALLOW FOR 2 262 S.F..TOTAL ALLOWABLE=3,325t2,262=5,587 S.F.•EXCEEDS AREA OF EXISTING WAREHOUSE.NO MECHANICAL VENTILATION REQUIRED. TOTAL 209 CONTRACTOR SHALL VERIFY r ALL DIMENSIONS CONDITIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 2Z'X 34"SHEU SIZE REVISION DATE DRAWN BY: G.ELWELL CHECKED BY: G.ELWEU JOB NUMBER: 153W ENGINEERING PROJECT DATE: OCTOBER 2015 440Eest Corporal 11,11,111 SHEET OF Meddian 2 M00 20&288-2181 f. &ri81 fez 20&28&2182 P+�K't re GENERAL NOTES: a Cl CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF 0 PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, y S $ REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. Y -- G2 ALL SUPPLY,REN`?N AND OUTSIDE AIR DUCT TO BE INSULATED PER 2012 IECC. 0 m --- -- ----------� -_ OU m 1 FR KEYED NOTES: O Q fief EXHAUST VENT CH EF - ----- o ; THRU EXTERIOR WALL CAP 3 2 4H 1. WATER CONNECTION TO UNITS NOT IN SCOPE OF SERVICES. OWNER TO PROVIDE AND INSTALL WATER PIPING TO UNIT. m 6 r� _ 1:...35 C*0 _- ? CH ! ___ _ 2. REMOVE EXISTING EVAPORATIVE COOLER,INSTALL NEW FULL BASE CURB,AND u ` .SD 1.50 N � o MEOH. � L� - � �� — i REPLACE ON THE CURB. CONNECT WATER LINES AND POWER THRU ROOF ROOM - l CH CURB. lu ' J = j 2 2 Sfl 2.8 0 _ � 3. MAKE UP AIR UNIT'MAU-I'INCLUDES A CURRENT SENSOR. FURNISH CURRENT m o o '�^. UNISEX SENSORTO ELE CAL CONTRACTOR FOR INSTALLATION ON SHOWROOM LIGHTING S u - TOILET ROOM CO-."T O -3 ------ ---- 1 CIRCUIT. UNIT IS ON WHEN SHOWROOM LIGHTS ARE ON. � � d a � A TU GCNF ROOM U_ 3 _ o - 104 q1 ! 1 4. PROVIDE AND INSTALL R6 DUCT WRAP OR SLEEVE OR APPROVED EQUAL ON Qy s z E 3 5 ! _____ 4 WITHIN OCCUPIED SPACE SEAL PENETRATION OF EXTERIOR 6 EF WALL AIR¶DU a 1 CH U-1 1 ! 3 CH I�IU-2 T � 3 7 --7 5. EXISTING THERMOSTAT/CONTROL TO REMAIN AS IS. 40 OFFICE 5H OM .. 101 T IU-1 100 - 6. INSTALL TH-1,2, 1D 3 AT SAME HEIGHT AS LIGHTS IN WAREHOUSE 102. }H 211F1 FM 7. REMOVE IXISTING FURNACE,RUE,CONTROLS,DUCTWORK AND GAS PIPING BACK �$5\NAL 5 T TH-3 EC-1 C C.,...} T 1-2_ - -.I TO CEILING AND CAP. REMOVE EXISTING CONDENSING UNIT,LINE SET,AND E. 4'0 B-VENT FROM -2 1 SUPPORT BASE FROM ROOF. My TH-3,THRU ROOF 62 2 m WITH SHUR-VENT CAP i I , i 4'0 B-VENT FROM 4U I ('�TF OF TH-2.THRU ROOF TYP. i F,yN E\,@,\F' a WITH SHUR-VENT CAP nI DOGK I A 03/15/20167 1 im EC 1 I _ M1 25 2 5 20'z20'SA DOWN THRU ROOF,BOTTOM OF DUCT AT 48'FR TM EC(E) i 4`� 6 TOP OF ROOF 2 3 13 WAREHOU5E T TH-1 10^ o J W 4"0 B-VENT FROM ol 0 0 TH-1,THRU ROOF WITH SHUR-VENT CAP U � 4 _ P 0 6 Z r Q ,YP. EC 20'x20'SA DOWN THRU ROOF,BOTTOM Z Z 2 OF DUCT AT 36'FROM 0 O J TH TOP OF ROOF TH h 3 1 a W Z LL oa Z Z a u T �I X I w MC+ �NIG�� P�ea�N SHEET TITLE: SCALE: 1/8" = 1'-0" MECHANICAL PLAN CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 22,X 34"SHEET SIZE REVISION DATE DRAWN BY: T.MtAULEY CHECKED BY: G.ELWELL JOB NUMBER: 15392 ENG I NEER LNG PROJECT DATE: OGTOBER 2015 490 Fast Corp"raWTh.,S..103 SHEET OF ph` �� M201 ph RDB-P8&21&1 fax]ll&28&2L82 pruka 15MMOx DUCTLESS SPLIT HEAT PUMP SYSTEM SCHEDULE EQUIPMENTNO. COOLING(BTUH) HEATING(BTUH) ELECTRICAL(INDOOR UNIT) ELECTRICAL(OUTDOOR UNIT) WEIGHT WEIGHT INDOORUNIT OUTDOORUNIT O AREASERVED SEER HSPF (INDOOR(OUTDOOR NOTES OUTDOOR INDOOR CAPACITY LOAD CAPACITY LOAD MCA MOCP VOLT/PH/HZ MCA MOCP VOLT/PH/HZ UNIT) UNIT) MANUFACTURER STYLE MODEL MANUFACTURER MODEL H 3 g L � OU1 -- SEE BELOW 33,200 19,850 27,300 26,600 18.5 10 -- -- -- 30 45 240/1/60 -- 183 -- -- �- PANASONIC CU-SE36QBU 1,2,3 m � I1.11-1 SHOWROOM -- 10,700 -- 16,000 -- -- 0.2 -- 240/1/60 -- -- -- 42 -- PANASONIC CEWNGCASSETTE CS-E18RB4UW -- -- 4,6 m H . I1.11-2 OFFICE -- 4,000 -- 4,400 -- -- 0.2 -- 240/1/60 -- -- -- 20 -- PANASONIC WALL CS-M E71SIKU -- -- 5,6 = °' m -- IUl-3 CONFERENCE -- 5,150 -- 6,200 -- -- 0.2 -- 240/1/60 -- -- -- 20 -- PANASONIC WALL CS-MKEI2NKU -- -- 5,6 ' 3 EQUIPMENT PROVIDED BY OWNER,INSTALLED BY CONTRACTOR. m - NOTES: S = 1.COOLING CAPACITY AT 105E DB OUTDOOR,80F/67F DB/WBINDOOR WITH INDOOR UNITS SHOWN. N is 2.HEATING CAPACITYAT-5F DB OUTDOOR,70F/60F DB/WB INDOOR WITH INDOOR UNITS SHOWN. s_ W u A 3.OUTDOOR UNITTO BE SUPPORTED ON MINIMUM B"TALL PEDESTALS. = °I a °' 8 k a 4.INDOOR UNIT CONN ECTED TO OUTDOOR UNIT,ELECTRICAL REQUIREMENTS ARE COMBINED LOADS.FURNISH WITH PANSONIC MODEL CZ-RD52CU WIRED INDOOR CONTROLLER,INTEGRAL CONDENSATE PUMP. o u 5.INDOOR UNITCONNECTEDTO OUTDOOR UNIT,ELECTRICAL REQUIREMENTS ARE COMBINED LOADS.FURNISH WITH PANSONIC MODELCZ-RD515C-1 WIRED INDOOR CONTROLLER,INTEGRALCONDENSATE PUMP. D d c E t 6.PROVIDE CONDENSATE DRAIN TO LAUNDRY SINK IN 3/4"PVC. < Q ELECTRIC COVE HEATER SCHEDULE OHM 5 GAS FIRED RADIANT TUBE HEATER SCHEDULE EQUIPMENT AREASERVED NOMINAL HEATER B ' NO. LENGTH WEIGHT MANUFACTURER MODEL NOTES 4 m VOLT/PH/HZ WATTS AMPS 62 2 m U EQUIPMENT TUBE AREA SERVED LENGTH INPUT OUTPUT EFFICIENCY GASCONN. VENT ELECTRICAL MANUFACTURER MODEL NOTES CH-1 RESTROOM 34" 120/1/60 450 3.7 4IIbs BERKO RCC4512C 1,2 OF NO. (FEET) (MBH) (MBH) A.F.U.E SIZE pUTLETSIZE VOLT/PH/HZ AMP HP MOP Np A E0 `< CH-2 UTILITY ROOM 34" 120/1/60 450 3.7 41bs BERKO RCC4512C 1,3 03�15�2016 TH-1 SHEET METAL 21 45 37 80 1/2" 4" 120/l/60 1.5 -- -- INFRASAVE ITB 45-20 1,3 DOCK CH-3 CONFERENCE ROOM 132" 240/1/60 1800 7.5 131bs BERKO RCC18024C 1,4 TH-2 CUSTOMER 21 45 37 80 1/2" 4" 120/1/60 1.5 -- -- INFRASAVE ITB 45-20 1,3 DOCK CH-4 OFFICE 11$" 240/1/60 1500 6.2 Ib5 BERKO RCC15024C 1,4 TH-3 WAREHOUSE 50 155 124 80 1/2" 4" 120/1/60 1.5 -- -- INFRASAVE ITT 155/110-50 2,3 CH-5 SHOWROOM 118" 240/l/60 1500 6.2 13lbs BERKO RCC15024C 1,4 EQUIPMENT PROVIDED BY OWNER,INSTALLED BYCONTRACTOR. CH-6 SHOWROOM 118" 240/1/60 1500 6.2 131bs BERKO RCC15024C 1,4 NOTES: CH-7 SHOWROOM 59" 240/1/60 750 3.1 71Ibs BERKO RCC7524C 1,4 1.SINGLE STAGE UNIT WITH 20'STRAIGHT TUBE.VENT IN B V ENT THRU ROOF AND TERMINATE WITH SHUR VENT CAP. 2.TWO STAGE UNIT WITH 57 STRAIGHTTUBE.VENT IN B VENTTHRU ROOF AND TERMINATE WITH SHUR VENTCAP. 3.FURNISH WITH HORIZONTAL REFLECTOR,HANGER KIT,AND TRU-TEMP'SET BACK THERMOSTAT WITH RADIANT AN D AMBIENT SENSORS. ALTERNATE MANUFACTURERS:--QMARK,BRASCH,IN DEECO. NOTES: J 1.FURNISH WITH END CAPS AND MOUNTING BRACKET. W 2.INSTALL LINE VOLTAGE THERMOSTAT-HONEYWELL T41OA1013 PROVIDED BY OWNER o AIR DISTRIBUTION DEVICES 2001CFM0 3.FURNISH UNITS TH BECINTEGRAL TROLLE THRUPAGE NASONIC HEAT PUMP CO TROLLEOCT OR EQUAL. U 4.UNIT$WILL BE CONTROLLED THRU PANASONIC HEAT PUMP CONTROLLER. 1,2,AND 3-WAY AIR DEVICES ARE DETERMINED BY BLOCKED OFF SYMBOL KEY: Z W Q SE[TIONS ON THE DRAWINGS A.FIRST LETTER:S-SUPPLY,E-EXHAUST,T-TRANSFER Q 08 111 ® E ® ® SECOND LETTER: DUCT SIZE, NOTE OTHERWISE RGRILLE EVAPORATIVE COOLER SCHEDULE H Z B.LEAD-IN DUCT SIZE,UNLESS NOTED OTHERW ISE 'Z C.CFM 0 Z 1-WAY 2-WAY 2-WAY 3-WAY 4-WAY EQUIPMENT AREA SUPPLY MOTOR(25PEED) PUMP �w O J WEIGHT MANUFACTURER MODEL EQUIPMENT SIZE MOUNTING MATERIAL ACCESSORIES NO. SERVED CFMI HP AMPS RPM VOLT/PH/CYCLE WATT$ GPH VOLT/PH/CYCLE MANUFACTURER MODEL NOTES EC-1,2 WHSE S,000 310 3/4 14 1750 120/l/60 70 3W 120/1/60. ESSICK N56-66D 12,3 W Z NO. FACE NECK SIDEWALL IAY-IN HARD DUCT FLOOR STEEL ALUMINUM OPP'BIADE LAY-IN EQUIPMENT PROVIDED BYOWNER,INSTALLED BYCONTRACTOR. Q Z CEILING CEILING DAMPER PANEL a NOTES: .. Z SD-1 8"x8" 8"dia. -- X -- -- -- X -- X X SHOEMAKER 700DVD-0 1 w 1.SUPPLY CFM AT 0.0"STATIC PRESSURE � W � SD-2 6"x6" 5"dia. -- X -- -- -- X -- X X SHOEMAKER 700DVD-0 1 2.PROVIDE WITH MATCHING CURB FOR 11N 12 PITCH METAL ROOF. O 3.PROVIDE WITH REMOTE 2 SPEED MOTOR CONTROL AND PUMP CONTROL P/N DIAL 7112. IH-1 SO"x10" 8"DIA. X -- -- -- -- X -- -- -- FAMCO SWV8 2 SHEET TITLE: GENERAL NOTES: DED BYOWNER,INSTALLED BYCONTRACTOR. EXHAUST/FAIN SCHEDULE GENERAL NOTES: 1.FURNISH IN MANUFACTURER'S STANDARD COLOR.COORDINATE LOCATION WITH LIGHTS. 2.INTAKE HOOD FOR MAU-1. STATIC MOTOR EQUIPMENT LOCATION CFM PRESSURE(IN SONES CONTROL MANUFACTURER MODEL NOTES MECHANICAL N0. WG) WATTS HP RPM VOLT/PH/HZ SCHEDULES MAKE-UP AIR UNIT SCHEDULE EF-1 UNISEX RESTROOM 110 0.1 11 840 120/l/60 <1 OCCSENSOR IPANASONIC FV-05-11VKSL1 1 SUPPLY FAN ELECTRICAL HEATING EF-2 WAREHOUSE 200 0.4 51 -- 1260 120/l/60 -- WITH LIGHTS IPANASONIC FV-20NLF1 2 EQUIPMENT OUTSIDE WEIGHT UNIT NO. AREASERVED LOCATION AIR(CFM) CFM E.S.P.(IN SPEED VOLi/PH/HZ MCA MOCP HP TYPE MBH CONTROL FILTER lbs. CONTROL MANUFACTURER MODEL NOTES CONTROL TOTAL L DIMENSI N SHALL VERIFY ALL DIMENSIONS&I CONDITIONS SHOWROOM INTEGRAL CURRENT SHOWN OR IMPLIED MAU-1 ANDOFFICE SHOWROOM 210 210 0.3 VARIABLE 240/1/60 17 25 ]/10 ELECTRIC 14 MODULATING WASHABLE 70 SENSOR THERMOLEC TER-S- 1-1 1,2,3 EQUIPMENT PROVIDED BY OWNER,INSTALLED BY CONTRACTOR. NOTES: DRAWING SCALE APPLIES TO I.FAN/LIGHT COMBO.FURNISH WITH MOTION SENSOR FV-MSVKI.EXTEND 6"DIA.VENT THRU WALL AND TERMINATE WITH FAMCO RDWV6,OR EQUAL. 27'X 36^SHEET SIZE 2.FURNISH WITH FV-N LF06G 6"INLET GRILLE.EXTEND 6""DIA.VENT THRU WALL AND TERMINATE WITH FAMCO RDWV6,OR EQUAL SUSPENDE6 FROM SI DEWALL ITAFF. REVISION DATE EQUI PMENT PROVIDED BY OWNER,INSTALLED BY CONTRACTOR. NOTES: 1.SUPPORT UNIT WITH SPRI NG ISOLATION HANGERS AND ALL THREAD. 2.SET DISCHARGE AIR TEMPERATURE TO 50F.SET FAN SPEED TO SUPPLY SPECI FIED AIR FLOW. 3.FURN ISH FACTORY SUPPLI ED CURRENT SENSOR TO ELECTRICAL CONTRACTOR FOR INSTALLATION INTO SHOWROOM LIGHTI NG CIRCUIT.CONN ECT CONTROL WIRES FROM SENSOR TO TERMI NAL IN UNIT.UNIT IS OPERATIONAL WHEN SHOWROOM LIGHTS ARE ON. DRAwN BY: T.McA1m CHECKED BY: G.ELWELL JOB NUMBER: 15352 ENGINEERING PROJECT DATE: OCTOEsER 2015 490 East Corporate Dr.,Ste.1Q9 SHEEP OF ph 20&M21 M3001 f.20 fax &288.282 Pr"Fn rSNeu M PRE-FAR CURB C BY MANUFACTURER 'SHUR-VENT' Q VENT CAP N $ NAILER STRIP ROOF ROOF TYPE'B'GAS VENT L RIGID INSULATION p DUCTLESS FLAK HINGE' ROOF SHOWN IS ONLY FOR// visuAL CLARITY.SEE _ z CONDENSATE SPLIT CONDENSATE / FLASHING ARCHITECTURALPLANS �a DRAIN ROUTE CASSETTE DRAIN ROUTE / n x�+ FLASHING PER PAS ' PER PLANS Q ' DUCTLESS z 6 ROOFING ` + , SPLIT CASSETTE T-STAY ------- --- FACTORY FITTING - --- W TO PROVIDE CLEARANCE 9 TO COMBUSTIBLES u s 32 9 CANT STRIP TYPE'B'GAS VENT u . TO MECHANICAL UNIT, T-STAY N c O O SEE MECHANICAL PLANS LEVELING STRIP ( FOR VENT SIZES (D o o u r _ CONCRETE _ CONCRETE - -� PAD o a NOTE: PAD NOTE: MATERIALS PROVIDED BY OWNER. ROOF DECK MAINTAIN MANUFACTURERS RECOMMENDED CLEARANCE REQUIREMENTS MAINTAIN MANUFACTURERS RECOMMENDED CLEARANCE REQUIREMENTS 4 ROOF CURB DETAIL 3 DUCTLESS SPLIT WALL DETAIL 2SCAL DUCTLESS SPLIT CEILING DETAIL 1 TYPE B-GAS VENT DETAIL SCALE:NTS SCALE:NTS E:NTS SCALE:NTS 0S\�� 5 STEni a 62 2 D Z O �N1 A E� 03/15/2016 HAND SUPPLY FLEX DUCT,MAX. DAMPER DUCT LENGDY•6'-0' SECURE WIRE TO STRUCTURE O COLLAR J DRAW BAND SUPPORT FLEX DUCT BEND WITH LLI DRH S ANDLICO 1'WIDE SHEET METAL STRAP 0 SEALER OW) FLEX DUCT SIZE TO MATCH O DIFFUSER NECK SIZE V C O ZL Q CEIUNG CEILING DIFFUSER H 0 O J 5 TYPICAL DIFFUSER CONNECTION DETAIL w Q SCALE:NTS W Z LL 0Q Z3 of Q W I.- SHEET TITLE: MECHANICAL DETAILS CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 22'X 3f'SHEET S1ZE REVISION DATE DRAWN BY: T.MrAULEY CHECKED BY: G.ELWELL Jo �� NUMBER: 159ffi ENGINEER ING PROJECT DATE: OCTOE£R 205 440 EmtCmpumte Dr.,Sk.103 SHEEP OF ph 208e8&218142 M400 ph 20&28&2181 Tex 20&28&1182 Peolx, 15MAna2 � � PLUMBING SPECIFICATIONS PLUMBING LEGEND C 1.7 PROJECT CLOSE-OUT N. CONNECT GAS PIPING TO APPLIANCES USING GAS SHUT-OFF VALVES,DIRT-LEGS,AND UNIONS. NSTAL -SD- STORM DRAIN O VALVE UPSTREAM BE AND WITHIN 72'OF EACH NPPIWlCE. INSTALL UNION WWNSITtFlW FROM VALVE �-PRESSURE REDUCING VALVE EN A CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REFUGE OR REPAIR ANY DEFECTS M A ALL INSULATION SHALL MEET FLAME/SMOKE SPREAD RATING OF 25/50 ACCORDING TO ASTM E84 AND HIIIS PROVIDE FLEXIBLE CONNECTOR AT ALL EQUIPMENT THAT EXPERIENCES VIBRATION. HEATING WATER SUPPLY LINE A THE IMINIIOH OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE HER 9Q4 0. INSTALL CALIBRATE)BALANCING VALVES IN EACH HOT-WATER CIRCULATION RETURN BRANCH AND -HWR- HEATING WATER RETURN LINE ����BAIL VALVE H � o EQUIPMERT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING,INSTALLATION OWNER. CONTRACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO REPAIR B. INSULATION TYPES: DISCHARGE SIDE BE EACH PUMP MAID CIRWUTOR. SE GLBRATm BALANCING VALVES PARRY OPEN TO AND TESING,COMPLLIE AND READY FOR SAFE OPERATION OF THE SYSTEMS DESCRIBED HEREIN. OR REPLACE HIS WORK AS WELL AS WORK OF OTHER TRADES THAT MAY BE AFFECTED BY THIS 1. FLEXIBLE EIASTOMFRIC: CLOSED-CELL,SPONGE-OR EXPANDED-RUBBER MATERIALS. COMPLY WITH RESTRICT Bl1F NOT STOP FLOW, -GHOUL- CHILLED WATER SUPPLY LANE REDUCER L a $ B. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTACTOR HAS MADE A REPLACEMENT ASTM C 534.TYPE I FOR TUBULAR MATERIALS AND TYPE II FOR SHEET MATERIALS CEILINGS,AND FLOORS ACCORDING TO THE -CHWR- CHILLED WATER RETURN LINE �-GATE VALVE AA� n THOROUGH EXAMINATION OF THE SITE,AND ALL EXISTNG CONDITIONS AND LIMITATIONS WHICH AFFECT THIS B. CONTRACTOR SHNl MAINTAIN A REDLINED SEf OF CONSTRUCTION DRAWINGS SHOWING DEVIATIONS 2. GLASS-FIBER,PIPE INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMI RMIO P. FOLLOW ESCUTCHEONS FOR PENETRATIONS(F WAILS, W WORK. LATER CLAIMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT OR MATERIALS REQUIRED BECAUSE FOLLOWING: -CS- CONDENSER WATER SUPPLY LINE _GLOBE VALVE `-' OF DIFFICULTIES ENCOUNTERED,WHICH COULD MAVY BEEN FORESEEN CORING SUCH AN EXAMINATION. BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS. THESE SHALL BE TURNED OVER TO THE BOARD MATERAL WIIFI FACTORY-APPLIED ASI JACKET COMPLYING WITH ASIY C 139J,TYPE II OR 1, TARE PIPING AT WPiW AND FLOOR PENE7RATI(INS IN FlNISHEO SPACES,AND WITHIN CABINETS AND -CR- CONDENSER WATER RETURN LINE Q C. THE DAWANG5 WOIGTE OAGRAWMATKALLY THE E(IINT,GENERAL CHARACTER,AND LOCATION OF THE OWNER AT ACCEPTANCE OF THE WORK. TYPE TIN CATEGORY 2,OR WITH PROPERTIES SIMILAR TO ASTM C 61Z TYPE M. NOMINAL DINSTIV' MILLWORK. ONE-PIECE,CAST-BRASS TYPE WITH POLISHED CHROME-PLATED FINISH. ,CF--IJ'CF-2 WAY CONTROL VALVE WORK TO BE PERFORMED. WHITE MOOR THEEADJUS TENT.OF TEE WORK ARE NECESSARY FOR PURPOSES C. PROVIDE THREE(3)COMPLETE SETS OF OPERATION VINO MAINTENANCE MANUALS. THESE ARE IS 2••+`W/CU.FF.OR MORE. THERMAL CONDUCTIVITY(K-VALUE)AT 100 DEG F IS 029 BTU X IN. Q INSTALL MANUFACTURED PIPE MARKERS INDICATING SERVICE ON EACH PIPING M'IEM. INSTALL WITH -�D-- CONDENSATE DRAM LINE Y_ - � ' OF FABRICATION OR INSTAIUTION OF ITEMS,THE CONTRACTOR SHOW MAKE SUCH ADJUSIAIENTS WITH NO /H%SD.Ff.%DEG F OR LESS. FLOW INDICATION ARROWS SHOWING DIRECTION OF FLOW. SPACE AT MAXIMUM INTERVALS OF 50 FEET -' -3 WAY CONTROL VALVE m , TO INCLUDE AL EQUIPMENT CLR-SHEETS,MANUFACTURERS RECOMMENDED MAINTENANCE -D- DEMO -. 5 ADDED CON SUCH WHERE SIIOH ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE PROCEDURES MANUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LETIFR 3. JADKEIS: ALONG EACH RUN. REDUCE INTERVAL TO 25 FEET N AREAS OF CONGESTED PIPING MAID EQOIPMENL �(-CHECK VALVE , m WORK,THEY SRALL FIRST BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL AND CONTACT INFORMATION. a. PROVIDE ALUMINUM JACIO TO COMPLY WITH ASTM B 209,ALLOY 3CO3,3005,3105 OR 5°D5, R. ALL VENT-TIIROUCH-ROOF(VTR)PENETRATIONS SHOWN ON BANS TIRE PREMMINAAY. FINAL LOCATIONS -CAW- GREASE WASTE �,, Q y D. SITE IIITMFS: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING TEMPER H-14.ON ALL EXTERIOR PIPING WITH INSULATION. PROVIDE 3-ML VAPOR BARRIER. ARE TO BE COORDINATED WITH ALL TRADES, ALL VTRS SHAH BE A MINIMUM OF TEN FEET FROM TUFT -A-SOLENOID VALVE c`f m SOUL" CWRDMATE WORK WITH THE SITE lITIl111FS CONTRACTOR 70 ENSURE PROPER INVENT D. PROVIDE THREE(3)RENEWED BALANCE REPORTS OF WATER AND AIR SYSTEMS AS APPLICABLE C INS SCHEDULE. FRESH AIR INTP1Q. TIS CONTRACTOR TO BE RESPONSBW FOR THE PROPER FIARHINC PAID LEAFING OF -S$- SANITARY SEWER o ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTFY ARCHITECT P - I. COMESTIC COLD WATER: VTR PENERUNONS OF THE ROOF ASSEMBLY. -V- VENT --_0__BALANCE VALVE o 3 OR ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. . AL SIZES INSULATION SHALL BE ONE OF THE FOLLOWING: S. INDIRECT WASTE PIPING SHALL TERMINATE AT APPROVED RECEPTACLE WITH AR GP PER PLUMBING CODE -RD- ROOF DRAIN LINE --GAS COCK Q v 2 E COMPLY WITH OW LOCAL AND STATE CODES REGARDING SEISMIC SUPPORT AND ISOLATION. NOT ALL N P ° SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL MEET THE REQUIREMENTS A ABOVE GRADE DOMESTIC WATER PIPING SHALL BE ANY CT THE FOLLOWING: 1) CUSS-FIBER PIPE INSULATION,TYPE I: i/2 INCHES THICK. AND MU REQUIREMENTS. -OD- OVERFLOW DRAIN LINE b OF THE AUTHORITY HAVIOORDNG JURISDICTON FOR SEISMIC SUPPORT/BOLAION OF HIS WORK. 1. ALL SIZES FIORD COPPER TUBE CONFORMING TO ASTM B-88,TYPE L;COPPEt PRESSURE 2) FlF%IBW EIASfOMERIC: 1/2 NCH THICK. ANGING AND SUPPORTING �BUTTERFLY VALVE . m 1'2 ON FRRNG$PER ASME 816.18;AND ALLOY SN95 LOWER WITH WATER SOLUBLE FLUX. 2 DOMESTIC HOT WATER: -CAN'- DOMESTIC COLD WATER . A PROVIDE PIPING HANGERS,SUPPORTS PAID DUMING ATOACHMINIS FROM GPoNNEIL,B-UNE O.Z., OS 4 Y VALVE N o W A THE CONTRACTOR IS RESPONSIBLE FOR INSTALL MION OF A SATISFACTORY,COMPLETE,AND FULLY 2, NPS 1 AND SMALLER: PIX PER ASTM F 877.SDR 9 TUBING,DISTRIBUTION MANIFOLD, a. ALL SAS. INSULATION SWWW BE ONE OF THE FOLLOWING: SUPER-SIRUF,GEDNEY.MICHIGAN HANGER,BERGS N/CARPENTER,OR PAITERSON. -HOD- DOMESTIC HOT WATER STRAINER g OPERATIONAL PIECE OF WORK IN ALCOREVNU WTUI TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. INSERT FITTINGS,AND CRIMPED JOINTS. 1) GLASS-FIBER PIPE INSULATION,TYPE I: 1/2 INCHES THICK. B. SUPPORT ALL DUCTWORK,PIPING,AND EQUIPWENT AS REQUIRED BY THE LOCAL CODES,MANUFACTURER'S -HWC- DOMESTIC HOT WATER RECIRC -'Y' �' � ' 2 B. COURNCNOR SHALL CONSULT ALL DRAWINGS FOR THE PROTECT TO DEIFRMINE THAT THE WORK AND B. BELOW GRADE DOMESTIC WATER PIPING SHALL BE ANY OF THE FOLLOWING: 2) FLEXIBLE EIASTOIMERIG 1/2 NCH THICK. RECOMMENDATIONS,AND STANDARD INDUSTRY PRACDCE. SAFELY RELIEF VALVE '6 i _ EOUIPMM WILL FIT AS PUNNED. -MAC- MEDIUM PRESSURE NATURAL GAS u N y _„ C.THE LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC,SHALL BE CHECKED TO ENSURE CLEARANCE FROM 1. SOFT COPPER TUBE,TYPE K OR L CONFORMING TO ASTM B-88;COPPER PRESSURE 3. DOMESTIC RECIRCULATED HOT WATER: C. INSTIL HANGERS FOR STEEL PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING PAID MINIMUM I VALVE IN VERTICAL � OPENINGS,STRUCTURAL MEMBERS,CARNETS,L1GHI5,OUTLETS AND EQUIPMENT HAVING FIXED LOCATIONS. FITTINGS;AND SOLDERED JOIN15. a. NIPS 1-I/2 AND SMALLER: INSULATION SHALL BE ANY BE THE FOLLOWING: ROD DIAMETERS: -TUG- LOW PRESSURE NATURE CAPS r o °u d THIS SHALL BE ACCOMPLISHED PRIOR 70 FABRICATION OF PIPE OR DUCTS. 2. WRAP BURIED METALLIC PIPE PER ASTM A 674 OR AWWA C105,HOPE,CROSS LAMINATED PE 1) FLEXIBLE CAS OMERIC: 1 INCH THICK. 1. NPS 1-1/2 AND INCH S 84 INCHES WITH 3/8-NM ROD. -F FIRE SPRINKLER LANE FLOOR SINK D. IF,AT ANY TIME AND IN ANY CASE,CHANGES IN LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC, c P N BECOMES NECESSARY DUE TO'IXISRNG OBSTACLES OR INSTALLATION OF OTHER TRADES SHOWN ON ANY FILM OF 0.004-INCH(OLIO-ARM)OR LLDPE CROSS LAMINATED PE FILM OF 0.008-INCH 2) GLASS-FIBER PIPE INSULATION,TYPE C 1 IN THICK. 2. NPS 2: 10 108 INCITES WITH 3/e-INCH ROD. -G- COMPRESSED AIR '..I FLOOR DRAIN C a -O' 2 OF THE PROJECT DRAWINGS AND SUCH CONFLICT CQUW HAVE BEEN AVOIDED BY PROPER COORDINATION (0.20-MM)MINIMUM THICKNESS. 3. NIPS 2 10 FEET WITH 3/8-INCH ROD. L ' P BETWEEN TRADES DR PROPER PRE-PLANNING OF WORN,SUCH REWIRED CHANGES SHALL BE MADE BY 3. HOPE(HIGH DENSITY POLYETHYLENE PLASTIC PIPE AND FITTING FOR WATER SERVICE ENTRY b. NIPS 2 AND LARGER INSUATKN SHALL BE PNI BE THE FOLLOWING: ---MA- MEDICAL VA -�--� GRADE CLFANOW 1) GLASS-FIBER PIPE INSULATION,TYPE E 2 INCH TUICK. 4. NIPS 2-1/2: S FEET WITH 1/2-INCH ROD. may- MEDICAL VACUUM THE CONTRACTOR A7 NO EXTRA COST. THESE CHANGES ARE TO BE RECORDED W THE RECORD PIPING. 4. STORM DRAINAGE PIPING: 5. NIPS 3 P1U NIPS 3-1/2• 12 FEET WITH INCH INCH ROD. FLOOR CLFAROUf DRAWINGS. a. PIPE CONFORMING TO ASILI D 2239,ASRA D 2737,AWWA C901,MINIMUM 160 PSI °. DRAIN BODIES VINO HORIZONTAL PIPING. INSULATION SHALL BE ONE BE THE FOLLOWING 6. NPS 4 AND NPS 5: 12 FEET WITH 5/8-INCH ROD. BALANCE DEVICE ����WALL CLFAAOUT E THIS CONTRACTOR E RESPONSIBLE 7D PROVIDE ALL INCIDENTAL ELIS7RIGIL INTERCONNECTIONS,CONTROL PRESSURE 7. NPS 6: 12 FEET WITH 3/4-INCH ROD. 1 HOSE BIBB WIRING,ETC.,WHICH ARE NECESSARY FOR SYSTEM COMPLETION AND WHICH ARE NOT SPECIFICALY SHOWN 1) CLASS-FIBER PIPE INSULATION,TYPE I:1/2 INCH THICK. -o--VENT THROUGH ROOF OR OTHERWISE INDICTED ON THE ELECTRICAL DRAWINGS OR SPEOFlED IN DIVISION 26. CUSS,STIR EQUAL TO 9. 2) 4'BATT INSULATION MAY BE USED FOR DRAIN BODIES. I. INSTALL SUPPORTS FOR VERTIMAL STEEEL PRANG EVERY 15 FEET. F. ALL ELECTRICAL WORK INCIDENTAL TO OR ACCOMPLISHED UNDER THIS MANSION SHALL COMPLY WITH ALL b. FITTINGS CONFORMING TO ASTM D 2609.METAL INSERT FrITlNG AND TWO STAINLESS D. ACCEPTABLE MANUFACTURERS: ARMSIRONG,CERTNKRED.OWENS-CORNING,JOHNS MAVILLE.ARMACEIL D. INSTALL HANGERS FOR COPPER TUBING WITH THE FOLLOWING MAXIMUM H ORZONTAL SPACING AND -� IN-LINE PUMP -EZ)PIPE DOWN REQUIREMENTS OF DMSION 26. STEEL _ MINIMUM ROD DIAMETERS: '�j PIPE BREAK G. PLANS ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR REFERRING TO THE DESIGN CLAMPS;FOR OVER 1-1/2 INCH,SPECIAL.HUED DUTY TIGHTENING CLAMPS. PART EXECUTION 1. NPS 3/4 AND SMALLER: 60 INCHES WITH 3/8-INCH ROD. v-v PIPE UP t4S�V ST D GNAL g DOCUMENTS FOR ALL OTHER DISCIPUNES FOR PROJECT OONSIRUCITON AND OTHER DETAILS WHICH 2. NIPS 1 ANAL NIPS 1-1/4: 72 INCHES WITH 3/8-INCH ROD. W OVERFLOW DRAIN � �' a AFFECT THE MECHANICAL INSTALLATION. CONTRACTOR SHALL CONFER WITH ALL OTHER TRADES FOR FINISH C. ABOVE GRADE SANITARY WASTE AND VENT SHALL BE AFT'OF THE FOLLOWING. �I(--UNION AMIADFNT TO ITS WORK AND ARRANGE TO HAVE VISIBLE PORTIONS OF THIS WORK(SUCH AS ACCESS 1. HUBLESS CAST-IRON SOIL PIPE AND FITTINGS;STANDARD AND HEAVY-DUIY SHIELDED, A VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMINIS OF 3. NPS 1-1/2 AND NPS 2: 96 INCHES WITH 3/8-INCH ROD. --(D--,:-ROOF DRAIN THE ACTUAL EQUIPMENT TO BE CONNECTED. DOORS,VALVES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE WITH THE FINISH N A MANNER STAINLESS-STEEL COUPLINGS;AND HUBLE55-COUPLING JOINTS 4. NPS 2-1/2: 108 INCHES WITH 1/2-INCH ROD. G$PRESSURE REGULATOR �� u B. LOCATIONS OF EQUIPMENT AND DEVICES.AS SHOWN ON THE DRAWINGS,ARE APPROXIMATE UNLESS VVVIII DOUBLE CHECK Z SATISFACTORY TO THE IDENTIFY ALL 2. SOLID WALL ALBS PIPE PER ASTM D 2661,SCHEDULE 40,ABS SOCKET FIf11NG5,AND DIMENSIONED;DO NOT SCALE DRAWINGS EXACT LOCATIONS OF SUCH ITEMS SHALL BE DETERMINED BY 5. NPS 3 TO NIPS T 10 FEET WITH ROD.INCH ROD. BAOKFLOW PREVFNIER H. CONMATOR SHALL IDENTIFY ALL KNOW HERE T HEMS(NAVES.CLFANOUA,COILS,EFL)SO THAT THE SOLVENT-CEMENTED JOINTS. THE ARCHITECTS REPRESENTATIVE AND/OR DETERMINED FROM SPECIAL DETAILS AND DRAWINGS. VERIFY B NIPS G 10 FEET WITH 5/8-INCH ROM XX-% FIXTURE CALLOUT y ! v CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTAL ACCESS-TYPE PANELS SHOULD ALIFT-UP TYPE 3. SOLID WAIL PVC PIPE PER A51M D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC THE PHYSICAL DIMENSIONS BE EACH ITEM OF MECHVIGAL EWPMENT TO FU THE AVAILABLE SPACE AND 7. INSTALL SUPPORTS FOR VERTICAL COPPER TUBING EVERY 10 FEET. X �Q-REDUCED PRESSURE l�,N OF w•� � CEILING NOT BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SOCKET FIf11NG5,AND SOLVENT-CEMENTED JOINTS. e SPECIFICALLY NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS PROMPTLY NOTIFY THE ARCHITECT PRIOR TO ROUGHING-IN IF CONFLICTS APPEAR COORDINATION OF E INSTALL HANGERS FOR CAST-IRON SOIL PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING PAID X X DETAIL ENTCAL CAT Xpp POINT OF CONNECTION N A E� a PRIOR TO INSTALLATION. 4. CELLULAR-CORE ABS PIPE PER ASTM F 628,SCHEDULE 40. DIVISION 15 EWPM04T AND SYSTEMS TO THE AVAILABLE WIRING,EQUIPMENT,DUCTWORK,PIPING,ETC. MINIMUM ROD DIAMETERS: I. CEILING HEIGHTS: ARCHITECTURAL DRAWINGS SHALL BE CHECKED FOR CEILING HEIGHTS,WAILS,AND 5. CELLULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. SHALW BE THE RESPONSIBILITY OF THE CONTRACTOR, THE INSTALLATION SHALL BE CONCEALED WITHIN 1 NPS 1-1/2 AND NPS 2: 60 INCHES WITH 3/8-INCH ROD. ® EQUIPMENT CAIlOIR POINT OF CONNECTION 03�15/2016 CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION. WHERE CONFLICTS OCCUR,THE D. BELOW GRADE SANITARY WASTE AND VENT SHALL BE ANY OF THE FOLLOWING: BUILDING CONSTRUCTION,OR EXPOSED N MECHANICAL ROOMS,UNLESS OTHERWISE NOTED. 2, NPS 3: 60 INCHES WITH 1/2-INCH ROD. �l WICK DISCONNECT ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK. LOCATION OF EXPOSED WORK 1. HUBLISS CAST-IRON SOIL PIPE AND FITTINGS PER CISPI 301;HEAVY-DUTY SHIELDED, WITH SUCH AS PIPING,VALVES,SPEAKERS,SPRINKLER HEADS TAKE PRECEDENCE OAR CONCEAJED WORK. STAINLESS STEEL COUPLINGS;AND HUBLESS-COUPLING JOINTS. A UNLESS SPECIFICALLY PROVIDED FOR ELSEWHERE IN THESE DOCUMENTS,THIS WMRAGrOR SHALL 3. NPS 4 AND NPR 5: 60 ARCHES CAS 5/8-INCH ROD. ,L CONTRA"SHALL EXERCLSE CARE TO MINIMIZE ANY DISTURBANCE TO ADJACENT AREAS OF THE BUILDING 4. INSTALL SUPPORTS FOR`'ERN'°"`CAST-IRON SOIL PIRA"°EVERY 15 FEET. ABBREVIATIONS & DESCRIPTIONS WHICH ARE TO REMAIN IN OPERATIDIN. ISOLATE WORK AREAS BY TEMPORARY PARTITIONS,TARPS,EEC.,TO 2. SOLID WALL ARE PIPE PER ASTM D 2661,SCHEDULE 40.ASS SOCKET FITTINGS,AND INCLUDE IN HIS BLD THE COMPLETE EXCAVATION AND BAOI(FlLL COST REQUITED TO INSTALL H5 WORK F INSTALL HANGERS FOR ARE AND PVC PIPING WIN THE FOLLOWING MAXIMUM HORIZONTAL SPACING AID KEEP OUST AND DIRE IN THE CONSTRUCTDN ARLA SOLVENT-CEMENTED JOINTS AS SPECIFIED UNDER DVEION 15(MECHANICAL)OF THIS SPECIFICATION. CONTRACTOR SHALL PROVIDE MINIMUM ROD DIAMETERS: K. PROVIDE ALL NECESSARY D19TIN PUSHING,SUCTION EC.,7D MAINTAIN THE WATERPROOF INTEGRITY OF THE ALL NECESSARY SAW-CARTING,EXCAVATION,SHORING AND BA:KFLLLNG REQUIRED FOR THE PROPER ABC. ABOVE CBUNG KES KITCHEN EQUIPMENT SUPPLIER 3. SOLID WAIL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC INSTALLATION OF HIS WORK,INSIDE BUILDING AND PREMISES,OR OUTSIDE AS MAY BE NECESSAO. 1, NIPS 1-1/2 AND NPS 2: 48 INCHES WITH 3/8-INCH ROD. AFF ABOVE FINISHED FLOOR LPG LIQUIRED PETROLEUM GAS BUILDING AS REWIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REWIRED BY THIS SCOPE OF SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. LWOO WORK. 4. CELLULAR-CORE ABS PIPE PER ASTM F 628,SCHEDULE 40. DAMAGES RESULTING FROM IMPROPER SHORING OR FP1WRI:TO SHORE SHALL BE THE SCE 2. NIPS J: 48 INCHES WITH 1/2-INCH ROD. py ppp VENT MAX. LOW WATER CUTOFF L INSTALL ALL WORK OF THE SCOPE TO BE REAOLY ACCESSIBLE FOR OPERATION,MAINTENANCE,AND RESPONSIBILITY OF THE CONTRCTOR. 3. NPS 4 AID 5: 48 INCHES WITH 5/8-INCH ROD. AW ACID WASTE MAX. MAXIMUM REPAR. MINOR DEVATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES 5. CELJULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. B. PROVIDE ALL VALVES,AND CONTROL DEVICES REWIRED 70 COMPLETE BALANCING OF SILICAS AS 4. NIPS 6: 48 INCHES WITH J/4-INCH ROD. OFF BELOW FINISHED FLOOR MIN. MINIMUM INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL E STORM DRAINAGE PIPING SCOWL BE PLR'OF THE FOLLOWING: DESCRIBED IN THESE DOCUMENTS OR AS NORMALLY ASSOCIATED WITH THE SSTEMS TO BE INSTALLED 5 INSTALL SUPPORTS FOR VERTICAL ABE AND PVC PIPING EVERY 48 INCHES. BG BELOW GRADE NO NATURAL GAS M. ALL PENEIRATI NS MADE THROUGH RATED ASSEMBLES TO ACCOMMODATE WORK OF THIS SECTION,MUST 1, HUBIESS CAST-IRON SOIL PIPE AND FITTINGS PER CISPI ME;HEAVY-DUTY SHIELDED, WHETHER SPECIFICALLY CALLED FOR W THE DRAWINGS,DETAILS OR SPECIFICATIONS OR NOT. IT SHALL BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. STAINLESS-STEEL COUPLINGS;AND HUBLESS-COUPLING JOINTS. BE UNDERSTOOD.UNLESS SPECIFICALLY STATED OTHERWISE THAT ALL SYSTEMS Wg l m SHALL G. STEEL PIPE HAMPER INSTALLATION: COMPLY WITH MSS SP-69 PAID MSS SP-89. G FROM HANGERS, GO COMPRESSED R (N) NEW N. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. COORDINATE ALL COMPLY WITH INDUSTIT'BECOGN®STANDARDS AND FEATUBES. SUPPORTS.GRIPS,AND ATTACHMENTS AS REWIRED TO PROPERLY SUPPORT PIPING FROM BUILDING CD CONDENSATE DRAIN N.O. NORMALLY OPEN(VALVE) BLOCNNG,SUPPORT,ETC.,NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL 2. SOLID WALL ASS PIPE PER ASTM D 2661,SCHEDULE 40,ABS SOCKET FITTINGS,AND STRUCTURE. C.IN.H. CASE IRON NO HUB N.C. NORMALLY CLOSED(VALVE) SOLVENT-CEMENTED JOINTS. C. INSTALL WALL-PENETRATION PUTTING AT EACH SERVICE PIPE PENETRATION THROUGH FOUNDATION WALL H. TRAPEZE PIPE HANGER INSTALLATION: COMPLY WITH MSS SP-69 AND MSS SP-89. ARRANGE FOR GO CLEANOUT ON OVER HEAD W"A"" MAKE INSTALLATION WATERTIGHT. 3. SOLID WALL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC D. COORDINATE MECHANICAL SYSTEMS,EQUIPMENT.AND MATERUIS NSTAUATION WITH OTHER BUILDING GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING AND SUPPORT TOGETHER ON FlE1D-FABRICATED CFF CAP FOR FIXTURE PoC POINT IS CONNECTION A ALL APPLICABLE CODE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. COMPONENTS. SEQUINCE CWflDINATE,AND INTEGRATE INSTALLATONE OF MECHANICAL MATBI S AND TRAPEZE PPE HANGERS. GIN COLD WATER (R) PIPE RISE J ARE HEREBY DIODRPOWEII INTO AND MADE A PART OF THESE SPECIFICATIONS. THEIR PROVISIONS 4. CElULAR-CORE ARE PIPE PER ASTM F 628,SCHEDULE 40. EQUIPMENT FOR EFFICIENT FLOW OF THE WORK. GIVE PARTICULAR ATTENTION TO LARGE EQUIPMENT I. INSTALL HANGERS VINO SUPPORTS COMPLETE WITH NECESSARY INSERTS.BOLTS,RODS,NUTS,WASHERS, CW COLD WATER RIG ROUGH-IN ONLY W SHALL BE CAARIEI)Wf BE THE CONITNCfOR,WHO SHALL INFORM THE ARCHITECT IN WRITING PRIOR TO 5. CELLULAR-CORE PVC PIPE PER!STAR F 891,SCHEDULE 40. REWIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING.CANE RICHE-OF-WAY PRIORITY TO SYSTEMS AND OTHER ACCESSORIES. CX CONNECT TO EXISTING SHE SHEET SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY SU THE ENFORCED LAWS,CODES, F. FUEL GAS PIPING SHALL BE ANY OF THE FOLLOWING: REWIRED TO BE INSTALLED AT A SPECIFIED SLOPE J. NSIPl1 HANGERS AND FREEDOM O TO ALLOW BETWEEN THERMAL MAID SEISMIC IATA4MENN OF PIPING ON PIPE DROP SCAN SOFT COW WATER OR REGULATIONS. P THE CONTRACTOR PERFORMS ANY WORK KNOWING If TO BE CONTRARY TO SUCH E WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED,INSTALL SYSTEMS MATERIALS,AND SYSTE115.TO PERMIT FREFDON O MOVEMENT BETWEEN PIPE ANCHORS,AND TO FACILITATE ACTION OF pry PIPE DROP TO NEXT LEVEL $OC $HlR OFF COCK(CALL) O LAWS,ORDINANCES.RULES AND REGULATIONS,AND WIIHO T NOTICE TO THE ARC ITECT,HE SHALL 1. ALL SIZES: STEEL PIPE PER ASTM A 53/A 53M;TYPE E OR S;GRADE B;BUCK. WALL EWIPYENf TO PROVIDE THE WJfIMUM HFMRWN POSSIBLE IXPM151ON JOINTS,EXPANSION LOOPS,EXPANSION BENDS,AND SIMILAR ANTIS. TIT_ DETAIL SW SHUT OFF VALVE ASSUME FULL RESPONSIBILITY,AND SHALL BEAR ALL COSTS ASSOCIATED WITH BRINGING WORK INTO THICKNESS OF WROUGHT-STEEL PIPE SHALL COMPLY WITH ASME 636.10M. F INSTALL SYSTEMS,MATERIALS AND EQUIPMENT LEVEL AND PLUMB,PARALLEL AND PERPENDICULAR TO K. LOAD DISTRIBUTED: INSTAL HANGERS AND SUPPORTS SO PIPING LIVE PAID DEAD LOADS AND STRESSES (� E%ISTING TPL TRAP PRIMER LINE !4 5 I COMPUABCE, a. MALLUBLE-IRON THREADED FITTINGS: ASME B16.3,CLASS 150,STANDARD PATTERN, OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED W FINISHED SPACES. FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. F FIRE SERVICE UG UNDERGROUND V r B. WHERE DRAWINGS OR SPECIFICATIONS CALL FOR MATERIAL OR CONSTRUCTION OF A BETTER QUALITY OR WITH THREADED ENDS ACCORDING TO ASME B1.20.1. G. INSTALL MECHANICAL EQUIPMENT N FAGWAIE SERNCNC,MAINTEWWCE,AND REPAIR OR REPLACEMENT L PI%TUG SUPPORTED BY THE ROOFTOP SHAll BE A MNWUM OF fi'ABOVE THE RWF SURFACE AND FCO FLOOR CUEANOUT UP PIPE RISE TO NEXT LEVEL LU HIGHER DRAWING 1FNN RESUIRm BY THE ABOVEE PRECEDENCE CODES AND REQUIREMENTS THE PROVISIONS b. STEEL HEWING FIRINGS: ASME 816.9,WROUGHT STEEL OR ASME 816.11,FORGED OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL.CONNECT EQUIPMENT FOR EASE OF UTILIZE MANUFACTURED PIPING SUPPORTS FOR THIS PURPOSE. FND FOUNDATION DRAIN US UNDER SUB Z OF THE DRAWINGS OR SPECIFICATIONS SHALL THE PRECEDENCE OVER THE REQUIREMENTS OF THE CANES STFFI DISCONNECTING,WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS EXTEND GREASE FITTINGS M. USE MATERIALS COMPATIBLE WHIN ITEMS BEING SUPPORTED TO AVOID ELECTROLYTIC ACTION,AND COO GRADE CLEMIOUT I UP THREE ROOF _y 0 'COD STANDARDS. c. UNIONS: ASME 816.39,CUSS 150.MALLEABLE IRON WffH BRAS-TU-IRON SEAT, TO AR ACCESSIBLE lAG1KM. CONFORM TO SANCH4,ANBI/ALINE B31,NFPq M55 SP-58,89,89. HW HOT WATER V VENT H R7 C. THE RESPECTIVE SUB CONTRACTOR AT HIS EPENSE SHALL OBTAIN A11 PEWITS AND FEES REQUIRED GROUND JOINT,AND THREADED ENDS ACCORDING TO ASME 81.20.1. H. DRAWINGS ARE HOT DETAILED TO THE EXOIEW THAT ALL PIPING OFFSETS,BENDS,AND SPECIAL FITTINGS HNC IKR WATER CIRCULATION VA VALVE FOR THIS SCOPE OF WORK ON THIS PROJECT. THE SUB-CONTACTORS SHALL ALSO SCHEDULE ALL d. JOINT COMPOUND AND TAPE: SUITABLE FOR NATURAL GAS. ARE SHOWN AND EXACT LOCATION NDICTED;HOWEVER,THEY ARE TO BE PROVIDED WHETHER SHOWN IDW INDIRECT WASTE VTR VENT THRU ROOF Z l REQUIRED INSPECTION AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE A EXPOSED ARE AND PVC PIPING PROTECT PLUMBING VENTS EXPOSED TO SUNLIGHT WITH TWO COATS OF INVERT ELEVATION W WASTE Z N 4 e. STEEL FLANGES AND FLANGED FITTINGS: ASME B16.5. OR NOT.REFER TO SCHEDULES FOR ACCESSORIES WATER-BASED LATEX PAINT. LE 0 A SUBMITTAL ALS AN SHALL BE COMPLETE IN EVERY RESPECT AND SHALL CLEARLY INDICATE EQUIPMENT 2. NIPS 1 AND SMALLER MAY BE CORRUGATED STAINLESS STEEL TUBING SYSTEMS I. CORE DRILLING, PROVIDE ALL EQUIPMENT.LABOR AND MATERIAL FOR CORE DRILLING HOLES WHERE B. DAMAGE AND TOUCHIER REPAIR MARRED AND DAMAGED FACTORY-PAINTED FINISHES WITH MATERIALS AND IRR IRRIGATION LOCO WALL CLFiWOUf ./W O J PIPING PENETRATES EXISTING CONCRETE WALLS OR FLOORS. DRILL DIKES I'URGER TLW O.D.OF PROCEDURES TO MATCH ORIGINAL FACTORY FINISH. v• J FEATURES,DIMENSIONS,WEGHIS.PERFORMANCE CHARACTERISTICS.AND CAPACITIES. CAPACITY AND a. DESCRIPTION: COMPLY WITH ALGA LC 1 AND INCLUDE THE FOLLOWING: PIPE. PROTECT ALL SURROUNDING AREAS FORM DAMAGE BY WATER OR DUST WTIILE CORE DRILLING. aI H PERFORMANCE CALCULATIONS SNAIL BE ADJUSTED TO INDICATE ACTUAL EQUIPMENT PERFORMANCE AT THE 1) TUBING: CORRUGATED STAINLESS STEEL WITH PLASTIC JACKET OR COATING. WHERE PIPES PASS THROUGH SLEEVES OR CORE DRILLED HOLES,PROVIDE BACKER ROD AND FILL SHEET INDEXLL PROJECT ELEVATION. LITERATURE OR DRAWINGS THAT DESCRIBE MORE THAN ONE MODEL OR SIZE OF 2)FITTINGS: COPPER ALLOY LOTH ENDS MODE TO FIT CORRUGATED TUBING. INCLUDE OUTER JAL'DEPTH OF RE ANNULAR SPACE WITH SEALER A ARCHITECTURAL ACCESS DOGE OR PANES: COORDINATE REQUIREMENTS FOR ACCESS PAREIS AND W EQUIPMENT SHALL BE MARKED YLIH AflROWS OR OTHERWISE CLEARLY INSCRIBED TO DINOY THE O BIAL EQUIPMENT THAT WILL BE FURNISHED. ALL OPTIONS AND SPECIAL PARTS OF FEATURES SCOWL ALSO TE ENDS WITH THREADS ACCORDING TO ASME B1.20.1 IF CONNECTION TO THREADED J. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS(EXCEPT WHERE NOTED IN ORAMNGS) DOORS WHERE MECHANICAL ITEMS REWIRING ACCESS ARE F SUFFICIENT BEHIND FINISHED SURFACES. THIS POW PLUMBING LEGEND AND SPECIFICATIONS Q Z CLEARLY IBENTIFlED. ALL SUBMITTED MATERIALS MUST BE CLEAR,COMPLETE,AMID LEGIBLE. ALL PIPE OR FITTINGS IS REQUIRED. WIIHOIIf THE WRITER CONSENT OF THE ARCHITECT. OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS CONTRACTOR SHALL PROVIDE ACCESS PARS OR DOORS O SUFFICIENT SIZE 70 GLOW ACCESS iD HIS p201 PLUMBING VINO CAPS PUN SUBMITTALS OF THIS SCOPE MUST BE SUBMITTED AT ONE TIME;MULTIPLE AND VARIED SUBMITTALS WILL 3) STRIKER PLATES: STEEL DESIGNED TO PROTECT TUBING FROM PENETRATIONS. WHICH MAY BE WRITTEN COIN NT OF T TO RCHBE SHOWN ON DRAWINGS. PAY ALL COSTS FOR WORK THAT REWIRES ACCESS FOR MAINTENANCE OR INSPECTION. P300 PLUMBING SCHEDULES Z BE REJECTED. 4)MANIFOLDS: MALLEABLE IRON OR 5OEEL WITH PROTECTIVE COATING. INCLUDE ADDITIONAL CANTING OF HOLES T T THE RESULT TS INCORRECT LOCATION OF SLEEVES OR FURNISHING J B. SUBMITTALS FOR ALL EQUIPMENT SHALL BE ROM THROUGH AND REVIEWED BY THE CONTRACTOR THE INCORRECT INFORMATION AS 70 THE REQUIREMENTS OF FRAMED OPENINGS. A. CLEAN INTERIOR O PIPING. REMOVE DIRE AND DEBRIS AS WORK PROGRESSES. LLI H THREADED CONNECTIONS ACCORDING TO ASME B1.20.1 FOR PIPE INLET AND K. FIRE-RATED ASSEMBLY PENETRATIONS: CONTRACTOR SHAH CONTRACT Pit WINGS AND FOR SPECIFICATIONS LAND APATION,TAMP O CORRECTNESS,AND CORRUGATED TUBING OUTLETS. B. CLEW AND DISINFECT POTABLE DOMESTIC USING PURGING AND DPRESCRI E PROCEDURES PRESCRIBED COMPLIANCE WITH RE REQUIRED DRAWINGS MID EWE BY THE AND APPLY A STAMP OF APPROVAL FOR 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LACES PROTECTING ANY PENLISTED F OF A FIRE BY AUIHWWA C 51 OR JURISDICTION OR IF METHODS ARE NOT PRESCRIBED,PROCEDURES DESCPoBFD IN SUBMITTALS THAT ARE REIUIRW TO BE REVIEWED En THE ENGINEER A DIGITAL COPY SHAH BE b. ACCEPTABLE MANUFACTURERS:OMEGAFLIX,INC.,7DEFLIX CORP.,TRU-LLD(META HOSE RATED ASSEMBLY. FIRE SEAL CAUWNG,AND APPURTENANCES SHAH BE UL LISTED FOR THE EITHER AWWA C851 OR AWWA C652 OR AS DESCRIBED BELOW: FORWARDED FOR ARE AFTER REVIEW AND APPROVAL BY THE CONTRACTOR. THESE SCOWL BE CORP.,WARD INDUSTRIES,INC. ASSEMBLY RATING IT IS APPLIED TO AND SNAIL BE INSTALLED PER THE MANUFACTURERS WRITTEN 1. FLUSH PIPING SYSTEM WITH CLEW.POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT RETURNED AND SHALL BE REVISED AND RESUBMITTED UNTIL ACCEPTABLE AND APPROVED BY THE G. INDIRECT WASTE PIPING SHALL BE ANY OF THE FOLLOWING: INSTRUCTIONS. ALL SUCH MATERIALS SHALL MEET STATE LOCAL,AND AUIHORTHES CODES AMID OIIITES SHEET TITLE: ENGINEER. PROVIDE PRODUCT DATA FOR EACH PIECE OF EODPMENT/COMPONENT UTTER IN SCHEDULES: 1. SOLID WALL WC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VEIN,PVC ST'W�DU' 2. FILL SY TEAR ON PART THEREOF WITH WATER/CHWWNE SOLUTION WITH AT LEAST 50 PPM OF C.APPROVED MANUFACTURERS,WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ARE USIEU IN SOCKET FTOTNGS,AND SOLVENT-CEMENTED JOINTS. 2 REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIRE RATED ASSEMBLY LOCATIONS AND RATINGS. THE EQUIPMENT SCHEDULES. ANf SUBMITTAL FOR CONSIDERATION AS AN EQUAL TO THAT SCIEWLED L SEISMIC RESTRAINT CHLORINE ISOLATE WITH VALVES AND ALLOW TO STAND FOR 24 HOURS MUST CONTAIN ALL INDULES. N RESUMED TO EVALUATE THIS CAM. MANUFACTURERS NOT HEIN AR 2. FIORD COPPER TUBE CONFORMING TO ASTM B-88,TYPE M WATER TUBE,DRAWN AND 3. FLUSH SYSTEM WITH CLAN,POTABLE WATER UNTIL NO CHLORINE E IN WATER COMING FROM SYSTEM EQUAL MUST STALL I F WRITING FOR APPROVAL TEN DAYS PRIOR TO BD CLOSING. TEMPER;COPPER PRESSURE FITTINGS PER ASME B16.18;AND ALLOY SN95 SOLDER WITH 1. THE CONTACTOR SHALL PROVIDE PROPER MECHANICAL SEISMIC RESTRAINTS FOR ALL INSTALLED AFTER THE STANDING TIME GENERAL PLUMBING NOTES WAITER SOLUBLE FAUX. ITEMS INCLUDING,BUT NOT LIMITED TO,DUCTS,PIPING,EQUIPMENT AND ACCESSORIES THE C LEST DOMESTIC WATER PIPING AS FOLLOWS: D. PoR ROVALDEVIAOF TIONS FROM DRAWINGS OR SPEC NOT RELIEVE THE SHAIt R REJ"EVIE'RAHCTIMO"F FROM ROM RESPON BIBUITY I I H. VALVE$PAID PLUMBING SPECTATES: CONTRACTOR SHALL PROVIDE SEISMIC RESTIWNIS AS LISTED BY THE CODES USED BY THE AHJ OR 1 FILL DOMESTIC WATER PIPING CHECK COMPONENTS TO DETERMINE THAT THEY ARE NOT AR BOUND (RE:All PLUMBING SHEETS) FOR ERRORS IN FROM DRAWINGS OR ALTER SUBMITTALRSHALLLITERATURE 1. ACCEPTABLE MANUFACTURERS: WATTS,APoL1A,RED 8 WHITE,NIBCO,MILWAUKFf, AS SHOWN ON THE DRAWINGS(WHICHEVER IS MORE STRINGENT). AND THAT PIPING IS FULL OF WATER. Gl COORDINATE LOCATION OF VENTS THROUGH ROOF TO MAINTAIN 10'CLEARANCE FROM OUTSIDE AIR WINOS. PLUMBING E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER DISCIPUNES. ARMSTRONG 13PLUMBING SYSTEMS INSTALLATION 2. LEAVE NEW,ALTERED,EXTENDED,OR REPLACED DOMESTIC WAFER APING K THAT WAS AND LEGEND A N D EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PROVIDED 2 GENERAL USE VALVES: A INSTALL SOIL AND WASTE DRAINAGE AND VENT PPWC AT THE FOLLOWING MINIMUM SLOPES,UNLESS UNCONCEALED UNTIL IT HAS BEEN TESTED AND APPROVED. EXPOSE WORK THAT WAS COVERED OR G2 SITE MUTES: THE MEGWIGIL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING SERVICES. SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING MECHANICAL AND ELECTRICAL OTHERWISE INDICATED: CONCEALED BEFORE IT WAS TESTED. COORDINATE WORK WITH THE SITE UTILITIES CONTACTOR TO ENSURE PROPER INVERT ELEVATOR.PIPE SCOPE SERVICES,CIRCUIT BREAKERS,CONDUIT.MOTORS,BASES.AND EQUIPMENT SPACES ARE INCREASED. NO a. BALL VALVE(FULL PORT THRU 31 -WATTS F13VS-1 SERIES GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY ARCHITECT OR ENGINEER OF ANY SPECIFICATIONS 1. BUILDING SANITARY DRAIN: 2 PERCENT DOWNWARD IN DIRECTOR O FLOW FOR PIPING NIPS 4 AND 3. CAP AND SUBJECT PIPING TO STATIC WATER PRESSURE O 50 PSIG ABOVE OPERATING PRESSURE, ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS APPROVED. IF b. GATE VALVE(THRU 47-WATTS WO-1 SERIES SMALLER;1 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 5 AND LARGER WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. MATE TEST SOURCE AND DISCREPANCY BETWEEN DRAWINGS AND FEND CONDITIONS. MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE EQUIPMENT MUST c. GAS(THRU 11-WATTS G13V SERIES 2. HORIZONTAL SANITARY DRAINAGE PIPING: 2 PERCENT DOWNWARD IN DIRECTION OF FLOW. ALLOW TO STAND FOR FOUR HOURS. LEANS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS METH THE DESIGN REQUIREMENTS AANDND COMMISSIOHING REWIREMFNIS. 3. VENT PIPING: 1 PERCENT DOWN TOWARD VERTICAL FIXTURE VENT OR TOWARD VENT STACK. THAT MUST BE REPAIRED. C3 CONTRACTOR SR M KNOW ALL SERVICEABLE LIENS(VALVES,PANELS SHOULD COILS,ETC.)SO THAT THE CEILING d. GLOBE(THRU 21-WATT$GLV SERIES 4. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST PIPING OR PORTION TEREO UNTIL SUBCONIRACROR MAY KNOW WHERE HA INSTALL ACCESS-TYPE PANELS SHEDW A UFT-UP TYPE CEILING NOT .5 DE LING B. IN COME PIPING IN CONCEALED LOCATIONS,UNLESS OTHERWISE INDICTED PAID EXCEPT IN EQUIPMENT A DELIVER PRODUCTS 70 THE PROJECT PROPERLY IDEINTFlED WITH NAMES.MODEL NUMBERS,TYPES, e. CHECK(THRU 31-WATTS WO-2 SERIES RWAIS AND SERVICE PliF/5 SATISFACTORY RESULTS ARE OBTAINED. BE MSTALIID. TIi6 CONiRAL'TOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SPEC GRADES,COMPLIANCE LARE1S,ARD OTHER INFORMATION N®ED FOR IDENTIFlGTION. f. STRAINER(1HRU 2�-COATIS 577751 SERIES C. NSTP11 DOMESTIC WATER PIPING LEVEL WITH 025 PERCENT SLOPE DOWNWARD TOWARD DRAIN. D. TEST SANITARY DRAINAGE AND VINE PIPING PCCMRDINC TO PROCEDURES OF AUTHORITIES HAVWG NOTED ON THE DRAWINGS ARCHITECT SWV1 APPROVE LOCATIONS OF ACCESS PANELS PRIOR 70 B. ALL YECHAN A EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND VANDALISM g, BALANCE(7HRU 37-WATTS CSM-61-Ml SERIES D. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE CONNECTION AT INVERT 1.JURISDICTION OR,IN ABSENCE O PLIBUSHED PROCEDURES,AS FOLLOWS INSTALLATION. PRIOR iD ACTUAL INSTALLATION. FAN WHEEL,PUMPS AND OTHER ROTATING MACHINERY SHAJW BE ELEVATOR NOTED ON DRAWINKE. MAINTAIN NOT LESS THAN 48'OF COER WEN WATER PIPING,36' 1. ROUGHING-IN PLUMBING TEST PROCEDURE: TEST DRAINAGE AND VENT PIPING,EXCEPT OUISIBE G4 PROVIDE ALL NECESSARY FLASHIING,SLUNG,ETC.TU THE WATERPRCOF INTEGRITY OF THE BOLDING CONTRACIORSHALL VERIFY PERKIOIGJLY ROTATED DURING STORAGE ANY FACTORY PAINTED EQUIPMENT SCRATCHED OR MARRED h. BlTTERFLY(3'AND LARGER)- LEADERS,ON COMPLETION OF ROUGHING-IN. CLOSE OPENINGS IN PIPING SYSTEM AND FILL WITH OVER WASTE PIPING. AS REWIRED BY THE INSTALLATION OR REMOVAL OF RDAS AS REWIRED BY THIS SCOPE OF WORK ALL DIMENSIONS&CONDITI N WRING SHIPMENT OR CONSRJCDON SHALL BE RESTORED TO ORIGINAL'NEW' ONDITION. THIS 3. WATER HAMMER ARRESTERS(SIOUX CHIff,PPP,SMITH): META BELLAWS OR COPPER TUBE E OV BURIED BUILDING DRAINAGE PAID STORM PIPING BEGINNING AT LOW POINT OF EACH SYSTEM. WATER iD POINT OF OVERFLOW,BUT NOT LESS THAN 10-FOOT HEAD OF WATER. FROM 15 MINUTES SHOWN OR IMPLIED INCLUDES COMPLETE REPAINTING OF THE EQUIPMENT IF NECESSARY TO PROVIDE EXACT PAINT MATCH. WITH PISTON PER ASSE 1010 OR PDI-WH 201. PROVIDE ACCESS PANELS AS REQUIRED. BEFORE INSPECTION STARTS TO COMPLETION OF INSPECTION,WATER REVEL MUST NOT DROP. G5 ,COL PENETRATORS MADE THROUGH RATED ASSEMBLIES 10 ACCOMMODATE WORK OF THIS SECTION MUST BE C. CONRACfOR IS RESPONSIBLE FOR RECEDING AND OFFLOADING EQUIPMENT OF HIS SCOPE IMMEDIATELY 1. DIELECTRIC FBRNGS HUB E TRUE TO GRADES AND ALIGNMENT INDICTED,WITH UNBROKEN CONTINUITY UF INVERT. PUCE INSPECT JOINTS FOR LEAKS. SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SFAUNG METHOD. UPON RECDPf,CONTACTOR SHALL INSPECT P11 EQUIPMENT AND MATERIAL FOR SHIPPING DAMAGE AMID 1, COMBINATION FfTTING OF COPPER ALLOY AND FERROUS MATERIALS LOTH THREADED, HUB ENDS O PIPING UPSTREAM. INSTALL REQUIRED GASKETS ACCORDING TO MANUFACTURERS WRITTEN 2• FLASHED PLUMBING TEST PROCEDURE AFTER PLUMBING FIXTURES HAVE BEEN SE AND TRAPS DRAWING,r'S SCALE APPLIESSIZES TO REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE TO CONTRACT AMOUNT. SOLDER-JOINT,PLAN,OR WELD-NECK END CONNECTIONS THAT MATCH PIPING SYSTEM INSTRUCTIONS FOR DBE LL LAST EACH CEMENTS,AND OTHER WbTOIATION REQUIREMENTS. MAINTAIN FIN WITH WATER,TEST CONNECTIONS AND PROVE THEY ARE GASRGO AND WATERTGHT. PLUG DES PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. COORDINATE ALL 2T'%34'SHEET SIZE SWAB IN PIPING PAID PULL PAST EACH JOINT AS COMPLETED. VENT-STACK OPENINGS ON ROOF AND BUILDING DRAINS WHERE THEY LEAVE BUILDING. INTRODUCE BLOC KING,SUPPORT,EC.NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL CONTACTOR MATERIALS. F. MAKE CHANGES IN DIRECTION FOR SOIL,WASTE,AND STORM DRAINAGE AND VENT PIPING USING AIR INTO PIPING SSEM EQUAL TO PRESSURE OF 1-INCH WG. USE U-TUBE OR MANOMETER REVISION DATE A. COORDINATE PLUMBING EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR TO ORDERING 2. DIELECTRIC UNIONS: FACTORY-FABRICATED,UNION ASSEMBLY,FOR 250-PSIG MINIMUM APPROPRIATE BRANCHES,BENDS,AND LONG-SWEEP BENDS. SANITARY TEES AND SHORE-SWEEP 1/4 INSERTED IN TRAP BE WATER CLOSET TO MEASURE THIS PRESSURE. AIR PRESSURE MUST REMAIN GZ THE RESPECTIVE SUB-CONMACTOR.AT HIS EXPENSE SHALL OBTAIN HA AM AND FEES REWIRED FOR OR FABRICATION OF ADJOINING WORK. WORKING PRESSURE AT 180 DEG F. BENDS MAY BE USED ON VERTICAL STACKS IF CHANGE IN DIRECTION OF FLAW IS FROM HORIZONTAL TO CONSTANT WITHOUT INTRODUCING ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION. INSPECT THIS SCOPE OF WORK ON THIS PROJECT. THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL REWIRED B. COORDINATE THE INSTALLATION OF REWIRED SUPPORTING DEVICES AND SE SLEEVES N 3. DIELECTRIC COUPLINGS: GALVANIZED-STEEL COUPLING WITH INERT AND NON-CORROSIVE, VERTICAL USE LONG-TURN,DOUBLE Y-BRANCH AND 1/8-BEND FITTINGS IF 2 FIXTURES ARE INSTALLED PLUMBING FIXTURE CONNECTIONS FOR GAS AND WATER LEN6, INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE POURED-IN-PLACE CONCRETE AMID OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. THERMOPLASTIC USING;THREADED ENDS;AND 300-PSIC MINIMUM WORKING PRESSURE AT BACK TO B4CO OR SIDE BY SIDE WITH COMMON RAIN PIPE STRAIGHT TEES,ELBOWS,AND CROSSES ARRANGE FOR CHASES,SLOTS,MID OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF E CONTAIN TESTING AND BALANCING PROCEDURES ON EACH NG,AD ACCORDING TO THE PROCEDURES 225'F. MAY BE USED ON VINE LINES. DO NOT CHANGE DIRECTION OF FLAW MORE THAN 90 DEGREES. USE CONTAINED IN HERB'S'PROIOEDURAW STANDARDS FOR TESTING,ADJUSTING,AND BALANCING O CONTRACTOR GREATER LOLL RESPONSIBILITY TO CWAPACITE ANY D RATAN S MA WIEH ALL OTHER DISCIPLINES. CONSTRUCTION TO ALLOW FOR MECHAICAL INSTALLATIONS PROPER SAZE OF STANDARD INCREASERS AND REDUCERS IF PIPES OF DIFFERENT SIZES ARE CONNECTED. PROPOS i EQ MENTI POWER OD IN LAND CO,AND RATINGS MAY BE FURNISHED PROVIDED SUCH C.SEQUENCE COORDINATE AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND EQUIPMENT FORCONMUCTION REDUCING SIZE OF DRAINAGE PIPING IN DIRECTION OF FLOW IS PROHIBITED. EMVIRONIENTAL SBIEMS'. PROPOSED EQUIPMENT E APPROVED W WRITING AND CONNECTING MECHANICAL AND ELECTRICAL SERVICES. EFFICIENT FLOW OF THE WORK COORDINATE INSTALLATION OF LARGE EQUIPMENT REQUIRING POSNOHING A SOLDERED JOINTS: USE ASTM B 813,WATER-RUSHABLE,LEAD-FREE FAUX;ASTM 8 32, G. INSTALL CLEANDUIS AT GRADE WHERE BUILDING STORM DRAINS EXIT THE BUILDING. CLEANOUTS ARE F. PREPARE TEST RFPORIS WITH PERTINENT DESIGN DATA AND NUMBER IN SEQUENCE STARLING AT PUMP CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT SPACES ARE INCREASED. NO ADDITIONAL PRIOR TO CLOSING IN THE BUILDING. LEAD-FREE-ALLOY SOLDER;AND ASTM B 828 PROCEDURE,UNLESS OTHERWISE INDICATED. SPECIFIED ON PLUMBING SCHEDULE TO END OF SYSTEM. CHECK THE SUM OF BRANCH-CRDUIT FLOWS AGAINST APPROVED PUMP FLOW COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS APPROVED. IF MINIMUM ENERGY DRAWN D. COORDINATE CONNECTION OF NECHWICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND OVERHEAD B. BRAZING FILLER METALS: AWS ASA,BCUP SERIES,COPPER-PHOSPHORUS ALLOYS FOR RATE CORRECT VARIATIONS TINT EXCEED PLUS OR MINUS 5 PERCENT. RATINGS OR S AND OM OF THE ELOQUENT ARE SPECIFIED,THE EQUIPMENT MUST NEE THE DESIGN 6Y: T.MdULE1' UTALRIES AND SERVICES. COMPLY WITH REQUIREMENTS OF GOBtNING REGULATIONS,FRANCHISED SERVICE GENERAL-DlJTY BRAZING,UNLESS OTHERWISE INDICATED;AND AWS A5.8,RAGE,SILVER ALLOY H. CHAPTER CASE-IRON SOIL%PING AST IRO NG IL PIISPI'S'GIST IRON SOIL PIPE PAID FffTINGS HANDBOOK.- REWIREMENIS AND COMMISSIONING REQUIRFAIEMS. CH4PRR N,INSTALLATION O CAST IRON SOIL PIPE AND FIRINGS.' - CHECKED COMPANIES,AND CONTROWNG AGENCIES. Coo CONNECTOR OF ELECTRICAL SERVICES. FOR REFRIGERANT PIPING,UNLESS OTHERWISE INDICATED. A WHERE REQUIRED.RATING. STATER HALL FURNISH A CWITH RUSE SORRIER SIZED A ACCORDANCE WITH BY: G.ELWELL I. CONNECT SOIL AND WASTE PIPING TO E%fEIOR SARRPRY SEWERAGE AWING. USE TRANSITION FTOTING E PROVIDE IDE COVERT G N Ill LINGEQUIPMENT. CWRDNATE INSTAID TO U ACES.Y'IIN DEVICES IFIFIR THE MOTOR R.OVESTARTER SHALL AN ONE.N.WITH LIARES OR CIRCUIT D BREAKERS.CONTROL C. EXTRUDED-TEE CONNECTORS: FORM lEE IN COPPER TUBE ACCORDING TO!STAR F 2014. USE TO JOIN DISBIMIWR PIPING MATFRWS. COMPLETING COVERING AND PAINTING WHERE�EVICES ARE APPLIED TO SURFACES. INSTALL IOENRMNG TOOL DESIGNED FOR COPPER TUBE DRILL PICOT HOLE,FORM COLLAR FOR OUTLET,DIMPLE CABINET COVE OVERLOADS,ONE N.O.AND ONE N.C.A RATTY CONTACTS,VINO N.HDA SCORCH IN THE DEVICES PRIOR TO INSTALLING ACOUSTICAL CEILINGS AND SWAM CONCEALMENT. TUBE TO FORM SEATING STOP,AND BRAZE BRANCH TUBE INTO COLLAR. J. DO NOT ENCLOSE,COVER,OR ON. PIPING INTO OPERATION UNTIL IT E INSPECTED AND APPROVED RY CABINET GOER. STARTER ENCLOSURE SHALL BE NEMA RATED fOlt NIL LOCATION. STARTER SHALL BE JOB AUTHORITIES HAVING JURISDICTION. WIRED PAID NSTN1ID S•THE ELECTRICAL CONTRACTOR. � NUMBER: 153ffi D. SOLVENT CEMENTS FOR JOINING PLASTIC PIPING: K. INSTALL WATER HAMMER ARRESTERS IN WATER PIPING ACCORDING TO PDA-WH 2O1. B. CONTRACTOR SCOWL PROVIDE A COMPLETE CONTROL SYSTEM TO OPERATE THE EQUIPMENT AS DESCRIBED 1. ARE PIPING: ASTM D 2235. L INSTALL AR VENTS AT HIGH POINTS OF WATER PIPING. E'N G I N E'E I2 I N G PROJECT IN THESE DOCUMENTS. SYSTEM SHALL INCLUDE THERMOSTATS,LAW VOLTAGE WIRNC,TRANSFDIWERS, DATE: O_T05ER 2015 2. CPVC PIPING: ASIM F 493. M. INSTALL VENT PIPING FOR GALS PRESSURE REGULATORS AND GAS TRANS,EXTEND OUTSIDE BUILDING, AND ASSOCIATED APPURTENANCES REQUIRED TO MEET THE INTENT OF THESE DOCUMENTS 3. PVC PIPING: ASTM D 2564. INCLUDE PRIMER ACCORDING TO ASTM F 656. AND VENT TO ATMOSPHERE TERMINATE VOTE WITH TURNED-DOWN,REDUCING-ELBOW FITTINGS WITH --,C°rp ,-,Bre.1m SHEET OF E. PVC TO AB$PIPING TRANSITION: ASAP D 3138. 2 CORROSION-RESISTANT INSECT SCREENS N LARGE END. M A-IDSY4 ph 21161B&2181 P000 t.. 28 2182 ,,-I-, 15MAAU2 GENERAL NOTES: G1 CERTAIN EQUIPMENT REQUIREMBITS NOTED ON THESE DRAWINGS WERE DERIVED O R FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY — ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE Vl OF WORK. y„ G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND GAS LINES.VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. � 3 � m (R)GASMETER _ KEYED NOTES: v o o 6 1-1/2'NG T � 1. EXISTING GAS METER AND SERVICE TO BE RELOCATED BY INTERMOUNTAIN GAS Q t COMPANY. OWNER TO COORDINATE INTERMOUNTAIN GAS COMPANY FOR O .(E)GAS _ --------- -'------ -- LOCATION. _ i s M iO® WC-1 u ( G iMETER - 2. CONNECT EXISTING GAS PIPE TO NEW PIPE o 2 105 L-1 ii �-/ 1 __ _ __ __ 3. EXISTING SANITARY SEWER PIPE LOCATION UNKNOWN,CONTRACTOR TO FIELD UNISEX Ili li __ __ VERIFY LOCATION. CONTRACTOR TO CAMERA EXISTING SEWER PIPE 10 TOILET ROOM 5 u I - DETERMINE SLOPE DIRECTION. NEW FIXTURES TO CONNECT TO EXISTING WH 1 G.�^.=ROOM 6 hI-- -- -- SANITARY SEWER. SEE RE SCHEDULE SHEET P300. �g8�RT _Ti+j a IY - Elm 106 T 1- III -� I o 4. EXISTING WATER HEATER TO BE REMOVED AND RETURNED TO OWNER. EXTEND Q� UUU______ ___ I NG COLD WATER S PPLY TO NEW WATER HEATER LOCATED UNDER CABINET m it IN CONFERENCE ROOM. SEE FIXTURE SCHEDULE SHEET P300. BZ Z a S-1 1-1/4'NG I ii 5. PROVIDE 3/4'DRAIN PIPE FROM T&P RELIEF VALVE INTO RESTROOM,TERMINATE 6'A.F.F. N Of 'A a 3/4'CW II OFFICE i 5NCIJROOM N A A' a --- 100 6. EXISTING HOSE BIBB TO EMNN. D(TEND EXISTING 3/4•WATER PIPE ABOVE 03/15/2016 CEILING FROM EXISTING HOSE BIBB TO NEW. �.._ I 7. REMOVE AND DISPOSE OF EXISTING SINKS AND TOILETS. REROUTE EXISTING HB-1 I COLD WATER TO NEW FIX TUBES. I B. ERELOCATE XISTING WAATTER SUPPLY.LAUNDRY SINK TO MECHANICAL ROOM,RECONNECT TO I I DOCK I 9. MAINTAIN GAS SERVICE O EXISTING UNIT HEATERS. I� I 1-1/4-NG 0 i LLJ .,c.iO3....._ 20 I— 0 TIP. d V WARE O_^E Z L Q -y Z Z B Z vs 0 �. FROM GAS N h Q _ SUPPLY W Z 1-1/4'NG fL Q Z GAS COCK .. Z IL (TYPICQ MANUAL sHUT-oFF VALVE WITH w X AN 1/8'N.P.T.PLUGGED TAPPING O W ACCESSIBLE FOR TEST GAGE I TH TH CONNECTION TO BE INSTALLED � CONK CRON TO THE APPLIANCE 1 EAM OF THE GAS SUPPLY GROUND JOINT SHEET TITLE: UNION C� L Pl�UMBfNC� AND r�� P AN � FLeXIeLE STEEL 6'TRAP PLUMBING AND CONNECTION TO (DRIP LEG) GAS PLAN SCALE: 1/8" = 1'—O" EQUIPMENT/ CONTROLS 1 GAS CONNECTION DETAIL SCALE:NTS CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 22'X 34"SHEET SIZE REVISION DATE DRAWN BY: T.McAULEY CHECKED BY: G.ELWELL Io8 NUMBER: 153S2 ENGINEERING PROIEGT DATE: OCT06ER 2015 M.idit M83W ih.Ste.303 SHEET OF Meridian&21M 2 P"0� f 20&2S8-V9 L faz ytg4pg-21g2 prgat ]SMAnoz ELECTRIC WATER HEATER SCHEDULE c o EQUIPMENT CAPACITY ELECTRICAL WEIGHT M 1- FACTURER y A TYPE ANU MODEL NOTES $ NO. GAL VOLT/PN/HZ AMPS WATTS (LBS) UNDERCOUNTER W m WH-1 TANK 6 120/1/60 12 1,440 26 EEMAX EMT6 1,2 ALTERNATE MANUFACTURERS:RHEEM,BRADFORD WHITE,AMERICAN C p, NOTES: 1.PROVIDE WITH ASSE COMPLIANTTEMPERING VALVE FOR HAND WASHING SINKS,WATTS LFUSG-B OR EQ AL. .o 2.PROVIDE WITH 5 YEAR U MITED'NO-LEAK'WARRANTY. 13 0 3 PLUMBING FIXTURE SCHEDULE N �IL�l dt V PIPE CONNECTIONS W d o O EQUIPMENT DESCRIPTION SIZE MANUFACTURER MODEL NOTES t `o u NO. TRAP WASTE VENT C.W. H.W. C� 2 f L a ROUND,MEDIUM DUTY COMPLETE ASSEMBLY WITH ROUNDADIUSTABLE NICKEL � FD-1 FLOOR DRAIN — 2" 3" 2" 3" 2 — — SIOUX CHIEF FINISH LINE SERIES BRONZE TOP,GASKETSEAL 2"MINIMUM.FURNISH MODELAPPROPRIATE FOR FLOOR TYPE. HOSE BIBB ANTI-SIPHON,AUTOMATIC DRAIN ING WITH ONE REMOVABLE OPERATING KEYTO BE HB-1 (FREEZEPROOF) — — — — 3/4 — WOODFORD 67 FURNISHED WITH EACH HY RANT.FLUSH MOUNTAT I8"ABOVE FINISHED DOCK SLAB. �\ONAL g ���p\BTfj�i LAVATORY 1-1/4 K-2005 n� L-1 (WALL HUNG,ADA 21"x18" 11/'r x 11/2" 1/2 1/2 KOHLER W/MOEN 8413 FAUCET VITREOUS CHINA;OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR ACCESSABILITY. Qn n m COMPLIANT) 1-1/2 VL c U SIN K(SINGLE OF 18 GAUGE STAINLESS STEEL,I4 HOLE MODEL,WITHJUSTJ-35 CRUMB CUP.AMERICAN `c'tiNA E` a S-1 COMPARTMENT,SELF 21X22X6 2 2 1-1/2 1/2 1/2 JUST SL-ADA-2122-A-GR STANDARD 4175.501.002 SINGLE HANDLE FAUCETWITH SIDE SPRAY. 03/15/2016 RIM COUNTERTOP) WATER CLOSET FIXTURE:K-3658 VITREOUS CHINA;FLOOR MOUNTED.PROVIDE VITREOUS CHINA TANK AND TANK WC-1 (TANKTYPEADA ELONGATED _ 3 2 11/2" _ KOHLER SEAT:K-4670C COVER,POLISHED CHROMEITRIP LEVER,BOLTCAPS,CLOSETSWEEP,SEAT FLANGE AND COMPLIANT) BOWL GASKET.OPEN FRONT SEA,WHITE,WITHOUT COVER. MOUNT PER ADA;TRIP LEVER ON WIDESIDE. LINESIZE(SEE LINE PLUG WITH THREADED BRASS INSERT,STAINLESS STEELCOVER,STAINLESS STEEL SCREW. WCO-1 WCO PLANS) — SIZE — — — SIOUX CHIEF 8755ERIES SIZE TO MATCH WASTE PIPI G,2"MINIMUM. GENERAL SCHEDULE NOTES EQUIVALENT MANUFACTURERS W 0 1.FIXTURES INDICATED AS ADA MUST COMPLYWITH ICC/ANSI A117.1.VERIFY EXACT NUMBERS, -ENAMELED CAST IRON,VITREOUS CHINA, KOHLER,AMERICAN STANDARD,EVER,CRANE,ZURN WARE, 0 FIXTURE DESIGNATIONS,LOCATIONS,CLEARANCES,AND MOUNTING HEIGHTS WITH -STAINLESS STEEL SINKS ELKAY,JUST,KOHLER ,j :* m ARCHITECTURAL PLANS. -SERVICESINKS FIAT,BRADLEY,ACORN,STERN&WILLIAMS Z L 2.ALL EXPOSED HW PIPING AND DRAIN LINES BENEATH ADA COMPLIANT LAVATORIES MUST BE -FAUCETS DELTA HDF,ELKAY,JUST,KOHLER,ZURN,AMERICAN STANDARD _ INSULATED TO PREVENT BURNS.REF.ARCHITECTURAL PLANS.INSULATE WITH MOLDED CLOSED -SHOWER VALVES,MIXING VALVES POWERS,LEONARD,SYMMONS,MOEN H CELL VINYL INSULATION-TRUEBRO OR EQUAL. -TOILET SEATS CHURCH,OSLONITE,BEMIS Z 3.PROVIDETRAP SEALS FOR ALL FLOOR DRAINS,PROVENTTRAP GUARD OR APPROVED EQUAL. -ROOF DRAINS,FLOOR SINKS,FLOOR ZURN,WADE,JOSAM,J.R.SMITH Z 4.PROVIDE I/4TURN STOPS(BRASSCRAFT'KT'SERIES OR EQUAL),FLEXIBLE SUPPLIES, DRAINSANDTRAPS 0 0 J (BRASSCRAFT'SPEEDI-PLUMB PLUS'OR EQUAL),COMMERCIAL QUALITY TRAPS AND TRAP ARMS -BACKFLOW PREVENTION DEVICES, WILKENS,FEBCO,APOLLO/IONBRACO,WATTS 0J FOR ALL FIXTURES WHERE REQUIRED. PRESSURE REDUCING VALVES W Z W Q Z Z IL CITY of TWIN FALLS GAS CALCULATIONS o Q W SEWER CAPACITY WORKSHEET NEW EXISTING DISTANCEITO MOST REMOTE 125 SHEET TITLE: FIXTURE TYPE #OF UNITS FIXTURETYPE #OF UNITS OUTLET(FEET) EQUIIVALENT LENTH 1.25 LAVATORIES 1 LAVATORIES 2 ADDJUSTMENT WATER CLOSETS-flush valve WATER CLOSETS-fl ush valve EQUIVALENT LENGTH(FEET) 156.25 WATER CLOSETS-fl ush tank 1 WATER CLOSETS-flush tank 2 URINAL URINAL EQUIPMENT INPUT MBH WATER SOFTENER WATER SOFTEN ER PLUMBING HANDSINK 1 HANDSINK 2 TH1 45 SCHEDULES DISHWASHER DISHWASHER BAR SINK BAR SINK TH 2 45 CLOTHES WASHER CLOTHES WASHER KITCHEN SINK 1 KITCHEN SINK TH 3 155 SHOWER SHOWER DRINKING FOUNTAIN 1 DRINKING FOUNTAIN 1 IE) ECHANICAL 200 CONTRACTOR SHALL VERIFY MOP/SVCE-SK/TR DR MOP/SVCE-SK/TR DR 0 ALL DIMENSIONS&CONDITIONS HOSE BIBB 2 HOSE BIBB 1 SHOWN OR IMPLIED LAUNDRYSINK LAUNDRYSINK -- 0 DRAWING SCALE APPLIES TO FLOOR DRAIN/SINKS FLOOR DRAIN/SINKS 22'X 34'SHEET SIZE SWIMMING POOL SWIMMING POOL -- 0 REVISION DATE HOTTUB/WHIRLPOOL HOTTUB/WHIRLPOOL 0 OTHER OTHER SCHEDULE 0 HOLIDAYS/YEAR 7 0 DAYS/WEEK 5 DRAWN BY: HOURS/DAY 8 TOTAL CONNECTED LOAD 445 CH T.AIcAUIEY CHECKED NOTES: GAS PRESSURE 7"W.C. BY: G.ELWELL JOB 1.NEW FIXTURE COUNT SUPERCEDES EXISTING FIXTURE COUNT. NU NUMBER: 15392 F_1V t—,_ZV 'R I N G PROJECT DATE: OGTOEIER 2015 "I Im,Cmpor Dr.,1b,,III SHEET OF ph 2 M11 W28 In""Z P300 fi,. 81&&2181 fax 2f!&TB&n82 PMect 15mAAm ELECTRICAL SPECIFICATIONS ELECTRICAL LEGEND SHEET ILEX _ PART 1 - GENERAL OTHER LOCATIONS WHERE PERMITTED BY CODE METAL CLAD ONLY WHERE PAR ONE-LINE DIAGRAM EODO ELECTRICAL COVER SHEET FI B. INSULATION SHALL BE THIN FOR WET LOCATIONS AND THHN FOR DRY ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION. ED01 IEOC ENERGY COMPLIANCE O LOCATIONS. (� SIMPLEX OUTLET.+18'AFF UNO. E101 DEMO ELECTRICAL PLAN 1.1 SCOPE OF WORK B. CONCEAL RACEWAYS AND CABLES WITHIN FINISHED WAILS,CEILINGS,AND E201 NEW POWER PLAN N S3 B 2.3 OUTLET BOXES. JUNCTION AND PULL FLOORS,UNLESS OTHERWISE INDICATED. DUPLEX OUTLET.+18'AFF LINO. E202 NEW LIGHTING PLAN i FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL BRANCH C. INSTALL RACEWAYS AND CABLES AT LEAST SIX 6 I:300 ELECTRICAL DETAILS < m LABOR REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE BOXES ' P d BRANCH PANEL DRAWINGS AND ALL OTHER WORK AND MISCELLANEOUS ITEMS,NOT ()INCHES AWAY FROM FOURPLIX OUTLET.+18 AFF LINO. m R SPECIFICALLY MENTIONED,BUT REASONABLY INFERRED FOR A COMPLETE PARALLEL RUNS OF FLUES AND STEAM OR HOT-WATER PIPES. LOCATE - A OUTLET BOXES:HOT-DIPPED,GALVANIZED OR SHERADIZED.SIZE AS HORIZONTAL RACEWAY RUNS ABOVE WATER AND STEAM PIPING. SPECIAL PURPOSE OUTLET VERIFY SIZE AND TYPE '� y INSTALLATION,INCLUDING ALL ACCESSORIES AND APPURTENANCES REQUIRED REQUIRED WITH 4'SQUARE MINIMUM,FOR FLUSH MOUNTED DEVICES AND WITH EQUIPMENT SUPPLIER. FOR TESTING THE SYSTEM.IT IS THE INTENT OF THE DRAWINGS AND LIGHTING FIXTURES. D. USE TEMPORARY RACEWAY CAPS TO PREVENT FOREIGN MATTER FROM CIRCUIT BREAKER.FRAME SIZE(AF) C - A SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE AND READY FOR OPERATION. ENTERING. ® CONNECTION POINT TO EQUIPMENT SPECIFIED, 1.�L16E AND TRIP PLUG/RATING(AT),3 POLE, GENERAL NOTES m THIS PROJECT INCLUDES ELECTRICAL SERVICE,GENERAL POWER,LIGHTING,AND B. JUNCTION AND PULL BOXES:HOT DIPPED,GALVANIZED OR SHERADIZIED, FURNISHED AND INSTALLED UNDER OTHER SECTIONS. J 30AT COMMUNICATIONS SYSTEM RACEWAY.FIRE ALARM SYSTEM IS TO BE SIZED ACCORDING TO CODE LARGER JUNCTION AND PULL BOXES SHALL E. MAKE CONDUIT BENDS AND OFFSETS SO INSIDE DIAMETER IS NOT ELECTRICAL CONTRACTOR TO SUPPLY RACEWAY, I LINO. (RE:ALL ELECTRICAL SHEETS) DESIGN/BUILD BY GENERAL CONTRACTOR.COMMUNICATIONS SYSTEM CABLING BE FABRICATED FROM SHEET STEEL,SIZED ACCORDING TO CODE,WITH REDUCED. KEEP LEGS OF BENDS IN THE SAME PLANE AND STRAIGHT CONDUCTORS AND MAKE FINAL CONNECTION TO o AND HEAD-END EQUIPMENT IS BY OWNER. SCREW-ON COVERS,FINISHED GRAY BAKED ENAMEL LEGS OFFSETS PARALLEL,UNLESS OTHERWISE INDICATED. EQUIPMENT UNDER THIS SECTION,UNO. M METER 1. ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN 3 O ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,INTERNATIONAL FIRE 1.2 CODE COMPLIANCE 2.4 WIRING DEVICES F. USE RACEWAY FITTINGS AND CABLE FITTINGS COMPATIBLE WITH RACEWAYS ® DUPLEX OUTLET.FLUSH,FLOOR MOUNTED. CODE,AND ALL OTHER STATE AND LOCAL CODES. CONTRACTOR SHALL g $ AND CABLES AND SUITABLE FOR THIS APPLICATION AND LOCATION. F GFP GROUND FAULT PROTECTION. IMMEDIATELY NOTIFY ENGINEER IN WRITING IF PORTIONS OF THE DESIGN u - ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST RULES,CODES AND A ALL WIRING DEVICES OF ANY ONE GENERAL TYPE SHALL BE OF THE SAME goFOURPLIX SET OR FIELD CONDITIONS DO NOT MEET REQUIRED CODES.OUTLET.FLUSH,FLOOR MOUNTED. N c � REGULATIONS,INCLUDING,BUT NOT LIMITED TO OSHA,THE NATIONAL MANUFACTURER AND SHALL MATCH THROUGHOUT. G. INSTALL RACEWAYS EMBEDDED IN SLABS IN MIDDLE THIRD OF SUB 7VSS TRANSIENT VOLTAGE SURGE SUPRESSION. u ELECTRICAL CODE,INTERNATIONAL BUILDING AND FIRE CODES,NFPA 2. PROVIDE FlRESTOPPING FOR ALL FLOOR AND RREWALL PENETRATIONS AND THICKNESS WHERE PRACTICAL,AND LEAVE AT LEAST 1-INCH OF � rn � - CONCRETE COVER. COMMUNICATKNds SHUNT TRIP COIL FROM ELECTRICAL DEVICE,RACEWAY,AND CABLE PENETRATIONS. SEE OTHER ARPLICABLE STATE AND LOCAL LAWS AND REGULATIONS.CODE B. WIRING DEVICES SHALL BE AS MANUFACTURED BY HUBBELL,GE,LEVITON, ARCHITECTURAL DRAWINGS FOR FlREWALL LOCATIONS. U a a COMPLIANCE IS MANDATORY.NOTHING IN THESE DRAWINGS AND SPECIFICATIONS P&S.OR BRYANT.NO SUBSTITUTIONS. 1. SECURE RACEWAYS TO REINFORCING RODS TO PREVENT SAGGING TELEPHONE/DATA OUTLET,FOUR-SQUARE DEEP TYPE E o c PERMITS WORK NOT CONFORMING TO THESE CODES.WHERE WORK IS SHOWN BOX WITH SINGLE GANG MUDRING.LOCATED AT+18' �..r y I GENERATOR SET.MAIN BREAKER SIZE 3. ELECTRICAL DEVICES AND LINEWORK ARE SHOWN BOLD FOR NEW, `w c TO EXCEED MINIMUM CODE REQUIREMENTS,COMPLY WITH DRAWINGS AND C. COVER PLATES SHALL BE AS MANUFACTURED BY ARROW HART,SIERRA, OR SHIFTING DURING CONCRETE PLACEMENT. AFF LINO. �� INDICATED. BOLD/DASHED FOR DEMO AND SCREENED FOR EXISTING Q . SPECIFICATIONS. LEVRON OR MULLBURRY.COLOR BY ARCHITECT. � E 2. SPACE RACEWAYS LATERALLY TO PREVENT VOIDS IN CONCRETE TELEPHONE DATA OUTLET.FLUSH,FLOOR MOUNTED. a 1.3 LICENSE. FEES AND PERMITS D. WHERE INDICATED,PROVIDE GENERAL-DULY,DUPLEX RECEPTACLES, / �- TRANSFER SWITCH. 4. PROVIDE AND INSTALL UNLESS O ACCESSIBLE LOCATION ABOVE GROUND-FAULT CIRCUIT INTERRUPTERS:GROUNDING TYPE UL-RATED 3. INSTALL CONDUIT LARGER THAN 1-INCH TRADE SIZE PARALLEL TO SUSPENDED CEILING,UNLESS NOTED OTHERWISE AN FOR DATA,TELEPHONE CLASS A,GROUP 1,20 AMPERES RATING,120 VOLTS,61 WITH OR AT RIGHT ANGLES TO MAIN REINFORCEMENT. WHERE CONDUIT TELEVISION OUTLET,SINGLE-GANG BOX WITH MUDRING. AND TELEVISION DEVICES.DATA,TELEPHONE AND TELEVISION CABLING ARE ARRANGE FOR REQUIRED INSPECTIONS AND PAY ALL LICENSE,PERMIT AND SOLID-STATE GROUND-FAULT SENSING AND SIGNALING:WITH 5 IS AT RIGHT ANGLES TO REINFORCEMENT,PLACE CONDUIT CLOSE +18'AFF LINO. NEUTRAL NEUTRAL NOT PROVIDED UNDER THIS CONTRACT, INSPECTION FEES. MILLIAMPERES GROUND-FAULT TRIP LEVEL COLOR 6 TO SLAB SUPPORT.Y ARCHITECT. �� 5. EMERGENCY LIGHTING SYMBOLS ARE SHADED ON THE LIGHTING PUNS. 1.4 CONDITIONS AT SITE E SWITCHES SHAIl BE FLUSH WAlI TYPE COLOR BY ARCHITECT. 4. TRANSITION FROM NONMETALLIC TUBING TO RIGID STEEL CONDUIT, UGKin1 TRANSFORMER EMERGENCY SOURCE SHALL BE BATTERY BACKED BALLAST WITH MINIMUM $g\QNM 5 OR IMC BEFORE RISING ABOVE FLOOR. 1400 LUMEN OUTPUT FORA 90 MINUTE PERIOD,UNLESS NOTED QENS' VISIT TO SITE IS REQUIRED OF ALL BIDDERS PRIOR TO SUBMISSION OF BID. F. CONVENIENCE RECEPTACLES SHALL BE,RUSH WALL TYPE,COLOR BY SINGLE FACE IXR SIGN.GELLING MOUNTED. Caf \,� PQ ® OTHERWISE PROVIDE UNSWRCHED CONDUCTORS FOR CHARGING CIRCUIT i H. MAKE EXPOSED BENDS IOR BANKED RUNS FROM SAME CENTE2UNE IN GROUND AS REQUIRED. ALL WILL BE TIED TO HAVE FAMILIARIZED THEMSELVES WITH ALL DISCERNIBLE ARCHITECT. DOUBLE FACE EXIT SIGN.GELLING MOUNTED. BECAUSE O AND NO EXTRA DIT PAYMENT WILL BE ALLOWS)FOR WORK REQUIRED ORDER THAT BENDS ARE PARALLEL USE FACTORY PROVIDE ONLY WHERE _ M1F _ a BECAUSE OF THESE CONDITIONS,WHETHER SPECIFICALLY MENTIONED OR NOT. 2.5 WIRE CONNECTORS ELBOWS CAN SE BE PARALLEL RACEWAYS. OTHERWISE,PROVIDE FIELD BENDS 6. DESIGN N ELECTRICAL REQUIREMENTS,FOR MECHANICAL CHANIC EQUIPMENT,IS LINES OF OTHER SERVICES THAT ARE DAMAGED AS A RESULT OF THIS WORK FOR EXPOSED PARNlEL RACEWAYS. SINGLE FACE IXR SIGN.WAIL MOUNTED. BASED CO MECHANICAL EQUIPMENT SPECIFIED.MECHANICAL CONTRACTOR `Q SHALL PROMPTLY BE REPAIRED AT NO EXPENSE TO THE OWNER TO COMPLETE A FOR WIRE SIZES 18 AWG AND SMALLER:INSULATED PRESSURE TYPE(WEIFI I. INSTALL PULL WIRES IN EMPTY RACEWAYS. USE NO.14 AWG 6Z1 CIRCUITING PURLSHAL COORDINATE IS DIFFERENT FROM(THAT SSPPCAL ECCIIFIEDRSTILL MEETS DESIGN IF EQUIPMENT9rH N AP AP Q SATISFACTION OF THE OWNER. Y DOUBLE FACE EXIT SIGN.WALL MOUNTED. LIVE SPRING)RATED 105'C,60OV,FOR BUILDING WIRING AND 1000V IN ZINC-COATED STEEL OR MONORLAMENT PLASTIC LINE WITH NOT LESS -� CONDUIT STUBBED,CAPPED,AND INTENT,INCLUDING BUT NOT LIMITED TO OVERCURRENT PROTECTION, 03/15/2016 1.5 SAFETY FIXTURES,SCOTCHLOK OR IDEAL. THAN 200-LB TENSILE STRENGTH. LEAVE AT LEAST 12-INCHES OF SINGLE FACE COMBO EXIT SIGN/EMERGENCY MARKED WITH PULL CORD. LOCAL DISCONNECTING MEANS,WIRE SIZING AND DESIGN COSTS. B. FOR WIRE SIZES/6 AWG AND LARGER:T OR EQUIVALENT SLACK AT EACH END OF PULL WIRE LUMINAIRE.WAIL MOUNTED. CONDUIT UP. -� THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR COMPRESSION TYPE WITH 3M/33+OR PLYLY MOUTH SLIPKNOT GREY TAPE J. INSTALL TELEPHONE PAID SIGNAL ARROW INDICATES DIRECTION TO BE SHOWN ON SYSTEM RACEWAYS,2-INCH TRADE SIZE � SIGN. � CONDUIT DOWN. CONDITIONS OF THE JOB SITE,INCLUDING SAFETY OF ALL PERSONS AND INSULATION. AND SMALLER,IN MAXIMUM LENGTHS OF 150 FEET(45 M)AND WITH A PROPERTY DURING PERFORMANCE OF THE WORK. MAXIMUM OF TWO 90-DEGREE BENDS OR EQUIVALENT. SEPARATE m LIGHT FIXTURE. -�X-B HOMERUN.PANEL AND CIRCUIT AS 2.6 PANELBOARD LENGTHS WITH PULL OR JUNCTION BOXES WHERE NECESSARY TO COMPLY INDICATE). 1.6 GUARANTEE WITH THESE REQUIREMENTS,IN ADDITION TO REQUIREMENTS ABOVE LIGHT FIXTURE. CIRCUIT CONCEALED IN CEUNG OR GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE D,GENERAL ELECTRIC, K. CONNECT MOTORS AND EQUIPMENT SUBJECT TO VIBRATION,NOISE WALL 3/4'-2#12,1#12G UNO. MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATE OF FINAL SIEMENS,OR CURER HAMMER.PROVIDE PANELBOARDS AS INDICATED ON TRANSMISSION,OR MOVEMENT WITH A MAXIMUM OF 72-INCH FLEXIBLE F7_1 LIGHT FIXTURE CIRCUIT CONCEALED IN FLOOR OR PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS SCHEDULES,WITH THE FOLLOWING FUTURES:HARD-DRAWN COPPER BUS(98 CONDUIT. INSTALL LFMC IN WET OR DAMP LOCATIONS. INSTALL A UNDERGROUND.3/4'-2�12,1�12G PERIOD,WITHOUT CHARGE. PERCENT CONDUCTIVITY) MECHANICAL-TYPE MAIN AND NEUTRAL LUGS, SEPARATE GROUND CONDUCTOR ACROSS FLEXIBLE CONNECTIONS. o SUSPENDED LIGHT FIXTURE UNO. NEUTRAL BUS RATED 100 PERCENT OF PHASE BUS,GROUND BUS BONDED TO L SET BOOR BOXES LEVEL AND TRIM AFTER INSTALLATION TO FIT FLUSH TO 1.7 SUBSTITUTIONS ENCLOSURE,BOLT-ON MOLDED-CASE THERMAL-MAGNETIC BREAKERS. cp WALL MOUNTED FIXTURE. FINISHED FLOOR SURFACE GROUNDING WHEREVER POSSIBLE,MORE THAN ONE MANUFACTURER HAS BEEN LISTED FOR 2.7 RACEWAYS Q X'-X/X,X/X[-CONDUCTOR ABBREVIATIONS W VARIOUS ITEMS OF EQUIPMENT,ANY ONE OF WHICH WILL BE ACCEPTABLE M. CONDUCTORS:TYPE THHN/THWN INSULATED CONDUCTORS IN RACEWAY. WALL SCONCE FIXTURE. SIZE BASE THE BID ON USE OF MATERIALS SPECIFIED.IF,AFTER AWARD OF THE A OUTDOORS: A AMPERES Q CONTRACT,A SUBSTITUTE IS PROPOSE),THE REQUEST FOR PERMISSION TO N. INSTALL SPLICES AND TAPS THAT ARE COMPATIBLE WITH CONDUCTOR �J WALL PACK FIXTURE. J 0 SUBSTITUTE SHALL BE ACCOMPANIED WITH A STATEMENT OF THE AMOUNT OF MATERIAL AND THAT POSSESS EQUIVALENT OR BETTER MECHANICAL RACEWAY SIZE CONDUCTOR SIZE AC ABOVE COUNTED GRADE ABOVE FINISHED BOOR O MONEY TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS EXPOSED:RIGID STEEL OR INTERMEDIATE E MET CONDUIT AFG ABOVE FINISHED GRADE STRENGTH AND INSULATION RATINGS THAN UNSPLICED CONDUCTORS. CONDUCTOR QUANTITY PERMITTED.THE ENGINEER IS THE SOLE JUDGE OF ACCEPTABILITY OF CONCEALED:RIGID STEEL - INTERMEDIATE METAL CONDUIT O PENDANT LIGHT FIXTURE. AF AMPERE FRAME U UNDERGROUND:RIGID NON-MAID-TI CONDOR 0. INSTALL WIRING AT OUTLETS WffFl AT LEAST 12 INCHES OF SLACK AM AUTHORITY HAVING JURISDICTION Z W PROPOSED SUBSTITUTIONS,IF A SUBSTITUTE ffTH IS PERMITTED,AND ANY TO VIBRATING EQUIPMENT:LIQUID-TIGHT FLEXIBLE METAI.CONDOR MISCELLANEOU8 AT AMP TRIP Q REDESIGN EFFORT IS THEREBY NECESSITATED,THE REQUIRED REDESIGN SHALL CONDUCTOR AT EACH OlTI1PT. O RECESSED LIGHT FIXTURE AWG AMERICAN WIRE GAUGE BE AT THE CONTRACTOR'S EXPENSE B. INDOORS: P. CONNECT OUTLET AND COMPONENT CONNECTIONS TO WIRING SYSTEMS m JUNCTION BOX. C CONDUIT to 0d EMERGENCY EGRESS LIGHT.WALL MOUNTED. CB CIRCUIT BREAKER 1.8 SHOP DRAWINGS AND MATERIALS LISTS EXPOSED:ELECTRICAL METALLIC TUBING,RIGID STEEL CONDUIT,PVC-COATED AND TO GROUND. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS, JUNCTION BOX,WALL MOUNTED. CKT CIRCUIT Z Z ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. RIGID STEEL CONDUIT CM CEILING MOUNTED 0 J IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED,USE THOSE SWITCHES _O SUBMIT TO THE ENGINEER SEVEN(7)COPIES OF COMPLETE SHOP DRAWINGS CONCEALED:ELECTRIC METALLIC TUBING,METAL CLAD YpYX THERMOSTAT.+56'AFF LINO.UNIT CONTROLLED CO CONDUIT ONLY,PROVIDE PULL-LINE N J AND MATERIALS LISTS FOR REVIEW WITHIN THIRTY 30 DAYS AFTER AWARD OF DAMP OR WET LOCATIONS:RIGID STEEL CONDUIT SPECIFIED IN UL 486A a Y INDICATED. OC DIRECT CURRENT ( ) Sp SWITCH.TYPE AS INDICATED.+46'AFF,UNO. ad N Q CONTRACT,ALL PROPOSED DEVIATIONS FROM SPECIFICATIONS MUST BE TO VIBRATING EQUIPMENT:FLEXIBLE METAL CONDUIT 3.5 IDENTIFICATION 2 DOUBLE POLE (u\X HUMIDISTAT.+56'AFF UNO.UNIT CONTROLLED (E) EXISTING W Z LL CLEARLY LISTED UNDER A PROMINENT HEADING ENTITLED'DEVIATIONS'. 3 3-WAY SC INDICATE). Z PART 3 - EXECUTION 4 4-WAY FAcp FIRE ALARM CONTROL PANE. Q A PROVIDE ENGRAVED 3 LAYER LAMINATE PLASTIC NAMEPLATES FOR D DIMMER 6 SURFACE MOUNTED PANEBOARD/ENCLOSURE.SEE FVNR FULL VOLTAGE NON-REVERSING 0. 1.9 WORKMANSHIP Z PANELBOARDS,DISCONNECT SWITCHES AND ALL SIMILAR DEVICES. HP HORSEPOWER RATED CES SCHEDULE FOR TYPE G/GND GROUND 3.1 - GENERAL GFl GROUND FAULT INTERRUPTION w X ONLY QUALITY WORKMANSHIP WILL SE ACCEPTED. 10NOFHAPHAZARD OR POOR I. KEYED i RUSH MOUNTED PPNELBOARD/ENCLOSURE SEE Q NJ INSTALLATION PRACTICE WILL BE CAUSE FOR REJECTION OF WORK. B. COLOR-CODE 2T CONDUCTORS SYSTEM SECONDARY SERVICE,FEEDER,AND LV LOW VOLTAGE SCHEDULE FOR TYPE HID GROUND FAULT PROTECTION Z A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY BRANCH-CIRCUIT CONDUCTORS THROUGHOUT THE SECONDARY ELECTRICAL M MOMENTARY CONTACT HID HIGH INTENSITY DISCHARGE 1.10 COORDINATION DIAGRAMMATIC,BUT SHALL BE FOLLOWED AS CLOSELY AS ACTUAL SYSTEM AS FOLLOWS: MM MANUAL MOTOR STARTER ® MECHANICAL EQUIPMENT SYMBOL(RE:MECHANICAL HIM, HAND OFF AUTO CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. OS OCCUPANCY SENSOR DRAWINGS FOR EXACT LOCATION OF UNITS). IG ISOLATED GROUND SHEET TITLE COORDINATE WORK WITH OTHER TRADES TO AVOID CONVICT AND TO PROVIDE 2 PHASE A BUCK OV OVERRIDE SWITCH KW JUNCTION BOX CORRECT ROUGH-IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER B. CONSULT ALL OTHER DRAWINGS.VERIFY SCALES AND REPORT ANY 2. PHASE B:RED P PILOT LIGHT KW KILOWATT DIMENSIONAL DISCREPANCIES OR OTHER CONFLICTS TO ARCHITECT BEFORE 3. NEUTRAL:WHITE T TIMER INDICATES FIXTURE TYPE REFER TO LUMINARE OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS.VERIFY EQUIPMENT SUBMITTING BID. 4. GROUND:GREEN TO THERMAL OVERLOAD ® SCHEDULE M KMAGNETIC CONTACTOR COIL DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS V VOLUME CONTROL MCB MAIN CIRCUIT BREAKER SECTION.CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK.REPORT C. ALL HOME RUNS ARE INDICATED AS STARTING FROM THE DEVICE NEAREST 3.6 STARTUP SERVICES VS VACANCY SENSOR MCC MOTOR CONTROL CENTER NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. THE PANEL AND CONTINUING IN THE GENERAL DIRECTION OF THAT PANEL a SUPERSCRIPT INDICATES LIGHTS TO BE MLO MAIN LUGS ONLY CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE CONTRACTOR SHALL ALLOT A MINIMUM OF 2 HOURS FOR STARTUP SERVICES. SWITCHED TOGETHER MS MOTOR STARTER ELECTRICAL 1,11 CUTTING AND PATCHING COMPLETELY INDICATED. START AND OPERATE ALL SYSTEMS AS REQUIRED BY THE OWNER. INSTRUCT N NEUTRAL OWNER'S REPRESENTATIVE ON THE PROPER OPERATION AND MAINTENANCE OF MULTI-LEVEL SWITCHING,TO MEET LIGHT NC NORMALLY CLOSED COVER SHEET ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL THE SYSTEMS AND EQUIPMENT. NEC NATIONAL ELECTRICAL CODE MEMBERS WHEREVER POSSIBLE OBTAIN PRIOR APPROVAL OF ARCHITECT REDUCTION LEVELS PER ENERGY CODE AS INCLUDED HERON.COORDINATION WITH GENERAL CONTRACTOR AND OTHER NIC NOT IN CONTRACT AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR SHOWN. PROVIDE ADDITIONAL UI STEP- NO NORMALLY OPEN TRADES IS IMPERATIVE BORING THE STRUCTURE IS NECESSARY AND PERMITTED. 3.7 OPERATING AND MAINTENANCE DIMMING BALLASTS WHERE REQUIRED. MOUNTING HEIGHT DETAIL NOT TO SCALE 1.12 SITE CLEANUP INSTRUCTIONS (O+M MANUAL) oL OVERLOAD 3.2 - ELECTRICAL GROUNDING ® OCCUPANCY SENSOR.COUNG MOUNTED. OS OCCUPANCY SENSOR A AFTER ALL OTHER WORK HAS BEEN ACCOMPLISHED,CLEAN ALL EXPOSED PREPARE THREE(3)COPIES FOR ALL EQUIPMENT. OFCI OWNER FURNISHED CONTRACTOR INSTALLED CONDUIT,FIXTURES,EQUIPMENT AND SUPPORTS. TOUCH UP PAINT ON GROUND ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC.IN ADDITION ® OCCUPANCY SENSOR WITH DAYUGHT SHEDDING. P PHOTO CONTRACTOR SHALL VERIFY ANY EQUIPMENT SCRAPED,SCRATCHED OR DAMAGED DURING PROVIDE A SEPARATE GROUND WIRE FOR ALL FEEDERS AND BRANCH CIRCUITS. 3.8 RECORD AS-BUILTS CEILING MOUNTED. PC PHOTOCELL ALL DIMENSIONS&CONDITIONS PVC POLYVINYL CHLORIDE SHOWN OR IMPLIED CONSTRUCTION. 3.3 - ELECTRICAL EQUIPMENT INSTALLATION PROVIDE(1)CLEAN,LEGIBLE COPY OF DRAWINGS TO ENGINEER INDICATING PHOTOCELL CEILING MOUNTED. (R) RELOCATED O B. LEAVE ALL AREAS INVOLVING ELECTRICAL WORK IN A CONDITION REPLACED DRAwNcscALEAPauEsro AIl CRATES,CARDBOARD, ALL DEVIATIONS FROM INffW.DESIGN(AS-BUILT CONDITIONS). SCR SERVICE ENTRANCE RATED 22^x3a"$HEErSaE SATISFACTORY TO THE OWNER. REMOVE A HEAD ROOM MAINTENANCE:IF MOUNTING HEIGHTS OR OTHER LOCATION a SINGLE BARON,WALL MOUNTED PUSHBUTTON. SER PACKING MATERIAL,WASTE MATERIAL,AND OTHER DEBRIS LEFT OVER FROM CRTTERM ARE NOT INDICATED,ARRANGE AND INSTALL COMPONENTS AND END OF SECTION 4 MOUNT AT SWITCH HEIGHT LINO. TC TIME CLOCK REVISION DATE TJB TERMINAL JUNCTIONBOX CONSTRUCTION. EQUIPMENT TO PROVIDE THE MAXIMUM POSSIBLE HEADROOM. toMOTOR STARTER/CONTACTOR. TSP TWISTED SHIELDED PAR PART 2 - PRODUCTS B. MATERIALS AND COMPONENTS: INSTALL LEVEL,PLUMB,AND PARALLEL 01mp(:p®10 TTB TELEPHONE TERMINAL BOARD AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, SJ COMBINATION STARTER AND DISCONNECT. PANEL TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER UNLESS OTHERWISE INDICATE). TYP TYPICAL 2.1 MATERIAL APPROVAL X NON-FUSED DISCONNECT SWITCH.SIZE AS b 90' UNO UNLESS NOTED OTHERWISE INDICATED,NEMA 1 UNO,3 POLE UNO. v VOLT C. EQUIPMENT: INSTALL TO FACILITATE SERVICE,MAINTENANCE,AND REPAIR � 78' VA VOLT AMPERE DRAWN NO COVERED MUSE BE NEW AND BEAR U.L LABEL MATERIALS THAT ARE OR REPLACEMENT OF COMPONENTS. CONNECT FOR EASE OF X FUSED DISCONNECT SWITCH.SIZE AS INDICATED, WP WEATHER PROOF/NEMA 3R BY: M.PRIDE NOT COVERED BY UL TESTING STANDARDS SHALL O TESTED AND APPROVED DISCONNECTING,WITH MINIMUM INTERFERENCE WITH OTHER INSTALLATIONS. NEMA 1 UNO,3 POLE UNO. XFMR TRANSFORMER BY AN INDEPENDENT TESTING LABORATORY OF A GOVERNMENTAL AGENCY 56' a J.GOWWSON NECKED APPROVED BY THE AUTHORITY HAVING JURISDICTION. D. RIGHT OF WAY: COORDINATE INSTALLATION OF ELECTRICAL DEVICES WITH �. 1®I� le o f 2.2 WIRES AND CABLES OTHER TRADES. jo NU NUMBER: 531D2 3.4 - RACEWAY AND CABLE INSTALLATION A CONDUCTORS FOR 6DOV SYSTEMS AND BELOW SHALL BE STRANDED 18' E N G I NEE_R I N G DATE: OCTOBER 2015 COPPER,/12 AWG MINIMUM. A ABOVE GRADE:RIGID STEEL OR IMC IN WET LOCATIONS,WHERE SUBJECT FINISH FLOOR 11 aaor st CorporaM Dr.,sce.lo3 TO MECHANICAL DAMAGE AND IN CONCRETE OR BLOCK WALLS,EMT IN Meridm aJ 83 SHEET OF Pn2ow nsA E000 f-2a&nen R 2e2 j^ t sNI-12 Lighting Dedgm,or Contraclar Name Bgnwre Date m ///��� C COMcheck Software Version 3.9.4 COMcheck Software Version 3.9.4 COMcheck Software Version 3.9.4 0 � Interior Lighting and Power Exterior Lighting Compliance lf Inspection Checklist Energy Code:2012IECC I N B Compliance Certificate Certificate Requirements:0.0%were addressed directly In the COMcheck software L 2012 IECC Text In the"Coments/Assumptions"column Is provide.by the user In the COMcheck Requirements screen. .reach 2012 IECC Aa requirement,the m user certifies that a code requirement WI be met and how that Is documented,or that an exception Is being claimed.Where compliance Is Itemized In a Pepe its table,a reference to that table Is provided. Section 1:Project Information Section 1:Project Information , Project Type:Addition Project Type:Addition r Project Tille:Andersona INC Project Title:Andersons INC ad Exterior Lighting Zone:2(Light Industrial area with limited nighttime use) s Twin Construction site: Owner/Agent: DeNg Bingham tredor: 2 ' Twin FeIN,ID Cmig Bingham Construction Site: Owner/Agent Designer/Contractor: B DC Engineering Twin Fells,ID Craig Bingham 2 440 a Corporal Dr. DC Engineering 13 y 9 Mortath,ID 83642 MO B Corponae Dr. 0 tlain, — Meri1083642 S Section 2:Interior Lighting and Power Calculation Section 2:Exterior Lighting Area/Surface Power Calculation c A B C D !_ Floor Area Allowed Allowed Watts A B C D E F Wen.la2 Evbrlor Areaniurface Quantity Allowed Tradable Allowed Proposatl A\ v 0 Warehouse(Warehouse) 3344 0,8 2006 Weds Wedaga Watts Welts Ul ` ❑ u al end...frar(OA) 5]4 0..5 468 1Una (B.C) Index: (Retail) fiO3 1.3 783 Parklrg(Parking area) 91141V 0.08 Yee 547 234 Total Allowed Wada• 327] Total Trede0le W.Ib•• 647 234 Tobl Allowed We.• 547 • • • Z Section 3:Interior Lighting Fixture Schedule TONlatoom!supplemamalwad.••• 600 s a•Waaage tmdeoes era only.tim,d between tradable moNsudans. — A B c D E ••A supplemental afowente must 0 Poo watts may be applied toward compliance of both mlwredable and thal areaslsodenes. Fixture to:Donal/Lamp l Wattage Per Lamp/Ballast Im"" sof Fixture (Cx D) tu Fixture Fixre. Wan. Section 3:Exterior Lighting Fixture Schedule Warehouse(Warehouse 3344 aq ft.) LED 1:STt:STRIP:LED Linear 33W. 1 19 41 779 A a C D E 'office and coof on(Office 574n,A) Fixture to:Description/Lamp l Wattage Per Lamp l Ballast Lo"T" eof Fixture (CXD) _ptaJ/LL g LED Ell RECESSED:LED Linear 33W. 1 7 32 2. Fl tore Flxtura. Wan T unne"'m I Floor 602 aq fi.) Parking(Forking area 9114 n2):Tradable Walleye LED 3:GI.RECESSED LED LInear 33W'. 1 ] 32 224 LED 1:WI.WALL MOUNTED:LED OIheritut—U.440W: 1 6 39 234 Total Proposed Wets= 1227 Total Tretlable Proposatl Wane• 234se se x '` Section 4:Compliance Statement p/rdsJt Psa z Section 4:,Compliance Statement CoMpams,statement The proposed exterior lghWg design represented In this document 1,c.nal.tant with the building plain,meu9cemm "9 FDF COmpaence SlafemeM:The proposed lighting daclpn represented to ilia document la consistent will,the building plane,spacacatlona and other calculation suamltted with this permit application.The proposed lighting system he,been deaignd to most the 2012 IECC A,Pl�'� < and oft,cakubbi submitted with this permit application.The proposed lighting syabm has been designed Inmeal No 2012 IECC requirements In COMEaml,Version 3.9.4 and to comply with the mandatory mculnemente,Iln the Requirements Checklist 03/15/2016 requirements in COMchack Varalon 3BA end to comply with the mandatory requlrements In to Requirements Checklist. Craig Bingham-Designer ____ ___I_l NQI O(h YL� _ IM16_--.----_ Craig Bingham-Designi If CI'6t1�$fN9haw 1f7/16 '� � Name-Title slyneture Dab Nerve-Tltla Signs— Dab Section 5:Post Construction Compliance Statement Record Drawings and Operating and Maintenance Manuals: D 1.Construction documents when record doming,end operating and melntenence manuals provided b the owner. 1 1HIgh Impact(Tier 1) ',;Medlu Impact(Tier 2) ,3'Low Impact(Tier 3)__ Project Anderson INC Report date:01/07/1 Data \\dce\projects\2015\15MAA02-AnderSon's Expansion-RemodeRCalcsWitactrlcaREnergy Page 1 of 5 Project Tine:And""'. eb INC Report d :01107116 Project Title:Anderson rson rs INC Report data:01,07116 Project Title:Ande INC Report dale:01107/16 Caics\Andeon corm check.cck Data filename:\ldce\projects\2015115Ml-AnderSon's Expansion-Re,d,KCak,%ElecfrlcakEnegy C.1doulndidera.can Dab filename:lWealprokol 2016115MAA02-An fa,S,'s Expansion-Rm od,KC—EilthicalEnegy CalcnAndersone cord Data Naneml lWcdpmfecb120/5\15MAA02-Annarl Expands,-RembtleNCelo EleclrkdoWnegy CeleeWndsmons com chodi Page 1 of 3 check.ak Page 2 of 3 check.mk Page 3 of 3 J W 0121ECC Plan Review Compile.' Comments/Assumptions 0121EC[ 0.ugh-In Electrical Inspectio C-hr 7 Comma t/A sumptton 0121EC Rough-In Electrical Inspection Complies? Comment IAssumptions 20121ECC Final Inspection Comet lefT C ment./Assumptions 0 _____._ Pans I — � —. .— _.__..... C405.__.._ _— (PR411 'PI p 'f tons and/or []Complies C4052.2. Automatic controls toal all OCOmplles [FLOP 3 Add[ II[ i lightingfunp OComplies C40825 Furnished ,-builttl wngs for DComplles ,1 ar [PR41' I tl provltle all InfOrnia[on DDoes Not 1 b Itll g Ilgh[ing nstalled in all DDoes Not IELa]3 gall d f r special t tl per Che DDoes Not 1 elect p systems within 30 day,DD..S Not �•/ i• with hlh compliance can be IEL221s ''i bulltlings ONot Observable pprove lighting an []Not Observable IF] ofsystem acceptance. 7 {U a ill;automatically I tlls DNot Obee able: L tl dbl thelnterlorllghting automatically controlled and d 'Ice's stems and t Applicable TONot Appll able 'separatedfrom Ilighting. []Nof Applicable DNot ApDllcdble y qu omen 'Deno'A II tole _ - genera Not rva d do unnent where exceptlons to C405.2.1. d p tl [lightln9 controlshu 11 tl.00omplies C303.3,C4 Fumished 0&M Instructions for '�OComplid, �y _ the standard are claimed,Information I per approved lighting plans and all .ODoes Not Additional Comments/Assumptions: 08 2.5,2 systems and equipment to the ODoe,Not H W 'provided shoyltl Include Interior [EL231' ....I controls readily accessible antl' [FI17]3 building owner or designated I I'ght,gpow calculations,wattage of m []Not Observable' ONot Obse able visible to occupants. []NOtA II tole representative. []NotA li lrbl Z 'b Ito rib II sts,transformers and pP,_ pp t 0 [ Idevice C4052.1 Lighting controls Installed to uru(ormly DComplles -- --- O J C103.2 'PI p Ill 'ions,antl/Or DComplles 2 retluce the lighting load by at last OD-es Not C40552 Interior Installed lamp and fixture OCoon S 5 eke mtedar Llpatlnp mixture srneeule rot values IPRB)r tl provide all nformaC on •DDoeS Not IEL151` 5094 ONot Observable [FI181' 'I ghtingpgwerlstanslstant with what Does NM Its shown on the approved lighting (n 'it' which compliance can be ,Deno'Obse able Q ''.d[ n d fOrthe ectedOrll Intln 17Not Observable _ ONot Appll able Plans.demonstrating proposed watts IX g re less than ore I Co allowed i[]Not Applicable d electrical systems and equipment'13 Applicable 1 C4a5 2 2 Daylight zones provided with ;DComplles qua W Z LL and document where exceptlonsta 3 mdrvrdual controls[hat contmlthe Does Not watts. Q Z thestandard are clalmed.Information [EL361' lights lmopmnrm`1ofgenerel area C405.6.2 Exterlorllghdngpowerlsconslmint DComplles Sea the Exterior Uyhtlrp flxNrorzaetluk br vaues. or,,Itl dshauld include exterior I'ght g 'DNOC Observable 1F119]1 with what is shown on the approvetl E ae$Not Z a Ighl q power calculations,wattageof DNot Applicable Righting plans demonstrating DNot Ob of able; X dribs d ballasts translornlers and C405 2.3 Sleeping unit,have at leas[one DComplles proposed watts are less than or equal w Cr I devices. f' [EL37P t switch at the man entry door DDOes Not jto allowed watts '',ONot Ap011c bk W C406 -Plans specifications,and/or I IOComplies that controls wired luminaires and C408.3 Lighting systems have been tested to:DComplles switched race tacles. .[]Not Observable IPR9P Wtculatlons provlke all InfomVadds jODoes Not P [F133)' ensure proper calibration,adjustment,',DDoes Not ;Deno'Applicable j clterm for ad can nal �Iprogramming,and operation. Not Ob58 able; ;determined for the additional energy ;ONot Observable C405.2.2. Occupancy sensors lnstalletl In :DComplles O efficiency package options. ;ONOt Applicable 2 requiredspaces. IDDoes Not -_ []Not Appllc ble (ELIBIr i c40e.3 Lighting systems have been tested to;Oeompnes SHEET TITLE: Additional Comments/Assumptions: iDNot Observable; [FI48]r ensure proper calibration,a lodjustment LJDoes Not ;ONot Applicable_; C405.2.2.IPrimary sidelighted areas are ![]Compiles programming,and Operetn. •,Deno'Observable 3 'equipped with required lighting ;[]Does Not ;ONot Appll ble [EL2DI' 'controls. :ONot Observable C405 Efficient HVAC performance.elfil DComplles DNot Applicable" [FI3411 lighting system,oron-slte supplyof :,DD—Not wable energy conslstentwlth 'DNot Obse able; 0405.2.2.1Enclosed spaces with daylight area '[]Complies what Is shown the approved plans. .DNet Appllc bhe 3 under skylightsdro.Ropmanitar5 jDD.eSNot - IECC ENERGY tEL21P are equipped with required lighting Additional Comments/Assumptions:[]Not Observable) controls. ONot Applicable C403 �AtmalcllgIm 9controlsforrextedo Dc 'pll -- ---- COMPLIANCE uo [EL25raj' Ilghting Installed CD.Not / Not0lbservablel {� ONot Applicable 1 Hlgh Impact(Tier 1) 2 Medium Imp ct(Tier 21 3�Low Impact_(T 3) C405.2.3 !Separate lighting control devices for DComplles - [EL41' ispecific uses Installed per approvso 111C Not ghting plans. IONot Observable :[]Not Applicable C405.3'. Fluorescent luminaires with odd IDCampi's CONTRACTOR SHALL VERIFY IEL79]''i num0ered lamp conflqurat ons that ODoes Not ALL DIMENSIONS&CONDITIONS l•',yore wIM 30 feet center to center(If SHOWN OR IMPLIED �i recess,mounted)or are within 1 foot ,DNot Oburnible. edg t edge in pendant or surface ONot Applicable ounted)shall be tandem_wlred. i DRAWING SCALE APPLIES TO C405.4 II Exit signs it*not exceed 5 watts per ;DComplles (EL6]1 Mace. ;Oboes Not j '12'X 34"SHEET SIZE 1 DNot Observable; REVISION DATE []N ot Applicable �"05.6 !Exterior grounds lighting over 100 W :DComplles Ill ;provides>601m/W unless on mation DDoes Not ;sensorar fixture Is exempt from scope:ONot Observable; of code or from external LPD, ;Deno'Applicable (TI r 3I -Medium Impact(Tier :3 low Impa<[(Tier 31 1 Hlgh Impact TIB 1) Medium Impact(Tier 2) 3 Low Imp<[(Tier 3) 1 High Impact(Tier 11 2'Medium Impact(Tier 2) 3 Low Impact(Tier 3) DRAWN iI jHlghl pact 2)_-- Projea Andersons INC Report data:01107/1 Project Andersons INC Report data:0110711 Project Andersons INC Report date:02/07/1 Pooled Anderson INC Report 01/07/16 BY: N.PRIDE Data \\dce\projects\2015\15MAA02-Anderson's Expansion-Remodel\Calcs\Electrical\Energy Page 2 of 5 Data \\dce\projects\2015\15MAA02-Anderson's Expansion-Remodel\Calcs\Electrical\Energy Page 3 of 5 Data \\dce\pmjects\2015\15MAA02-AnderSon's Expansion-Remodel\Caics\Electrical\Energy Page 4 of 5 Data Ndce\projects\2015\15MAA02-Anderson's Expansion-Remodel\Caics\Electrical\Energy Page 5 of 5 CHECKED Calcs\Andemons corn check.cck C.ICs\Andersons com check.cck Calcs\Andemons com check.cck CalEMAndersons com check.cck BY: J.DORANSON JOB NUMBER: 15392 saw ECT ENGINEERING DATE DATE:: OCiOBER 205 If490Ent Corporate III,St.103Me SHEET OF ph20&2 LD� E001 ph 20&2882181 fax 20&28&Z182 prom'[ 15MAAgz GENERAL NOTES: _ 1. COORDINATE DEMOLITION REQUIREMENTS WITH GENERAL CONTRACTOR. O 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL ELECTRICAL N EQUIPMENT DEMOLISHED WITH THIS PROJECT UNLESS OTHERWISE NOTED TO >` _ BE RETURNED TO OWNER. ————————-——————————-———————— 3. PROVIDE UPDATED TYPED PANEL BOARD SCHEDULE INDICATING'SPARES'FOR r 1 REMOVED CIRCUITS. C m I I 4. REMOVE All ELECTRICAL ITEMS SHOWN DASHED,UNLESS OTHERWISE 8� ry INDICATED. REMOVE WIRE BACK TO OVERCURRENT PROTECTIVE DEVICE OR TOUPSTREAM DEV10E m 1 4 TO EX DEVICES NOT AFFECTED BY DEMOLITION• CONCEALEDNING. MAINTAI CIRCUITING/CONTINUITY MAY BEING Q O1 4 ABANDONED IN PLACE. SURFACE CONDUIT NO LONGER USED SHALL BE t ' REMOVED. d 5. SEE ARCHITECTURAL PLANS FOR AREAS OF GENERAL DEMOLITION.REMOVE 7 (�1 tii f L� �� ELECTRICAL EQUIPMENT,OUTLETS,LIGHTING FIXTURES,ETC.IN AREAS OF (E)'1TB' it J lJ_ li GENERAL DEMOLBION.EXTEND AND RECONNECT CIRCUITS AS NECESSARY TO N s d MAINTAIN POWER TO AREAS ADJACENT TO GENERAL DEMOLITION.CONNECT NEW "� Iia' lil i LIGHTING AND POWER TO EXISTING CIRCUITS WHERE INDICATED ON THE PLANS. w m d 6. SEE MECHANICAL PLANS FOR MECHANICAL EQUIPMENT DEMOLITION.REMOVE 5 D CONDUIT,WIRING,CONTROLS,ETC.ASSOCIATED WITH MECHANICAL EQUIPMENT E 'v E BEING DEMOLISHED.REMOVE EXPOSED CONDUIT.REMOVE WIRING BACK TO Q o s LJ ii PANELBOARD(S).CAP UNUSED CONCEALED CONDUIT. i f u (i a 7. PROVIDE EIOENSION RINGS,COVER PLATES OR ACCESS DOORS AS NECESSARY - 1 II TO MAINTAIN ACCESS TO EXISTING WIRING,WHERE REQUIRED BY NEW I II ii CONSTRUCTION. t 8. FIELD VERIFY LOCATIONS OF EXISTING OUTLETS.WHERE NEW CONSTRUCTION O i CONFLICTS WITH EXISTING OUTLETS,REMOVE WIRING DEVICES OR RELOCATE A 5 i DEVICES AS REQUIRED,WHETHER OR NOT SPECIFICALLY INDICATED. \GE F48H a (E)PANEL AL i 9. PROVIDE BUNK COVER PLATES ON JUNCTION BOXES WHICH ARE NOT REUSED. 4 / Lida C/ — 10. PROVIDE CUTTING AND PATCHING AS REQUIRED,WHETHER OR NOT SPECIFICALLY INDICATED. c'A9 PS i O 11. FIELD VERIFY EXISTING CIRCUITING AND MAKE ADJUSTMENTS AS NECESSARY TO �9ryAlV AFP a I THE CIRCUITING SHOWN ON THE PLANS,AS REQUIRED BY FIELD CONDITIONS. a I. 03/15/2016 12. IF AN ITEM IS TO BE REPLACED,THE CONTRACTORS SHALL RECONNECT ALL I EXISTING CONNECTIONS. I 13. SOME EXISTING MECHANICAL EQUIPMENT WILL BE REUSED.REMOVE/REUSE EXISTING CIRCUITS AS REQUIRED.RE POWER PLANS FOR EXISTING i MECHANICAL EQUIPMENT TO BE REUSED. i KEY NOTES' 1. DISCONNECT AND REMOVE EXISNG LIGHT FIXTURE,CONDUIT,AND CONDUCTORS BACK TO SOURCE OR CLOSEST JUNCTION BOX IF PART OF A � MULTI-BRANCH CIRCUIT. MAKE PROVISIONS AS NECESSARY TO MAINTAIN " POWER TO DOWNSTREAM ELECTRICAL FIXTURES OR DEVICES. J 1 2. EXISTING WALL/COUNTER TO BE REMOVED. DISCONNECT AND REMOVE ALL W ELECTRICAL DEVICES,CONDUIT,CONDUCTORS,AND CABLES AS APPLICABLE, BACK TO SOURCE OR CLOSEST JUNCTION BOX IF PART OF A MULTI-BRANCH O CIRCUIT. MAKE PROVISIONS AS NECESSARY TO MAINTAIN POWER TO O DOWNSTREAM ELECTRICAL FIXTURES OR DEVICES.ALL ELECTRICAL OUTLETS, C DATA PORTS AND TELEPHONE EQUIPMENT IN WALLS THAT ARE NOT BEING U G DEMOLISHED ARE TO REMAIN. Z � Q 3. REFER TO ONE-LINE DIAGRAM ON SHEET E300 FOR NEW SERVICE POWER WORK. H od � 4. EXISTING TELEPHONE PEDESTAL AND EQUIPMENT TO BE RELOCATED. SEE ZZ H SHEET E201 FOR NEW LOCATION. O O J J 5. ALL FLOOR BOX RECEPTACLES ARE TO REMAIN.LIGHTING IN THIS ROOM IS TO h Q BE REPLACED.MAINTAIN CONTROLS. W Z LL' 6. LIGHTING IN THIS ROOM TO BE REPLACED.CONTROLS SHALL BE REMOVED Q Q Z AND INCORPORATED WITH THE ADJOINING ROOM WITH THE NEW CONSTRUCTION. I SEE SHEET E201 FOR NEW POWER PLAN AND E202 FOR NEW LIGHTING PLAN. ,- Z X T 7. TELEPHONE TERMINAL BOARD TO BE RELOCATED.MAKE PROVISIONS TO a W 1� EXTEND TELEPHONE AND POWER TO NEW LOCATION.SEE SHEET E201 FOR j (E)SE CE ENTRANCE RATED DISCONNECT NEW LOCATION. a DEMO ELECTRICAL PLAN ® �-(��C� SCALE: 1/8" = -O" SHEET TITLE: 1 NORTH DEMO ELECTRICAL PLAN CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 22'X 34'SHEET SIZE REVISION DATE DRAWN BY: M.PRIDE CHECKED BY: J.GORANSON JOB �� NUMBER: 153ffi ENGINEERING DATE: r DATE: OCTOBER 2018 490G.Colp...D,Sw.103 SHEET OF ph 20 an 183642 El 01 ph 208-28&5181 fax 208-28&2182 P«f d 13MAAoz m C p GENERA NOTES-0 � G1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN N S ._... --- PANEL TO WHICH DEVICES SHALL BE CIRCUITED. G2. SEE SHEET E300 FOR PANEL SCHEDULES. G3. MECHANICAL EQUIPMENT IS PRONDED BY OWNER AND CONTRACTOR INSTALLED. R ————————————————- COORDINATE WITH MECHANICAL DRAWINGS AND OWNER FOR EXACT ELECTRICAL REQUIREMENTS PRIOR TO CONNECTION. C - R a U- 6 5 Q GH ' KEY NOTES:I ® o � 3 WP/GFl 3R 2 C4 3/4'C-2�12,1/12(G) 1. SEE ONE-LINE DIAGRAM ON SHEET E300 FOR NEW SERVICE POWER 0 R 20 R'1TB' — WORK. MEOH. JU 3/4'C-2112,1#12(G) 1 30 2 BS1,19 ' 1/30 2 B-i------------ --------- 2. MOUNT RECEPTACLE ABOVE ACCESSIBLE CEILING SPACE FOR WIRELESS N c 6 Roots 1 ,4 Z A- 4 B- 24 H 3/4'C /B,1�10(G) 8-1 5 B-32 6 ACCESS POINT. L ? 2 F 105 Z�/2 A-22,24 B-2,42 O 3. CENTER DATA AND POWER UNDER WINDOW.IMISEX �I '+42' B 29 ---- /f------) oTOfLE�CM T AC GFlO 1B-9 O O -19 L_-- U- 5 ___,� /2 4. PROVIDE AND INSTALL¢4"CONDUIT WITH PULL CORD BETWEEN T-STAT- - FFCAIANN/ 10 F Roo 11� 10AC - -23 �_ __ /2 �B-17 1 B-34 AND ASSOCIATED MEC ICAL UNIT FOR CONTROL WIRING. ! 2 _6 104 8 +42' TV. B-1 CH 1 1/30/ 2 3/4'C 1/ 2 5 -1/30/ - 5. PROVIDE AND INSTALL pL/4-CONDUIT WITH PULL CORD BETWEEN INDOOR CH +48' 3/4-C-2/6,1/10(G) 8-5,7 1�1Y(Q) IU1- 1 30/2 t-21 2244 B-10, 3/4'C- 9 M1AU AND OUTDOOR UNIT FOR CONTROL WIRING. 1 _ T - ,2 3/'�'---7 - 6. NEW LOCATION FOR RIIOCATED TELEPHONE PEDESTAL AND EQUIPMENT. 18,20 3/4'C-2)!12,1{)12(G) AC B-14,16 +80' 4 1 IA 27 2/12,1/12(G) 2 COORDINATE WITH TELEPHONE COMPANY. OFFICE /12,1/12(G)sl4o � B_3� 3 '-2#10,1#0(G) B-1 a J� EC-1 4 IU1- T 3 7. COORDINATE EXACT LOL IONS AND QUANTITY OF RECEPTACLES NEED FOR T iH-3 B411 T T 7H-2 T 2• 'D NEW COMPUTER EQUIPMENT WITH OWNER. \ONAL FA,_ S �CENB 3 (E)PANEL'A" 4 EC-2 0 10 41- I� 8. PROVIDE 24CV,50A RECEPTACLE NEMA 6-50.ON y / 4_ _ I 9. INSTALL CURRENT TRANSFORMER SUPPLIED BY MECHANICAL CONTRACTOR. / a " 7 I INSTALL AS PER MANUFACTURERS RECOMMENDATIONS.MAKEUP NR UNIT a �O i ROOF MOUNTED EC WP GFl o SHALL RUN CONTINUOUSLY ANYTIME THE LIGHTS ARE ON.INSTALLS Q` OF gyp! LIGHTING CIRCUIT FOR SHOW ROOM.COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. '1IV A a O B 1 .O IO03/15/2016 ROOF MOUNTED "� 1 10. COORDINATE RECEPTACLE MOUNTING WITH MILLWORK. I _._.3/4'C o 1 11. PROVID SPACE EABOD INSTALL FOR DA A'CA-SLEEVE FROM TTB TO ACCESSIBLE CEILING 2#12,1#12(0) 8-18 +42 /GFl WAREHOUSE 105 2 B-6 WAREHOUSE.. 10: 4 0 1 0 WJa 4 +18'A.F.F. /GFl VROOF MOUNTED EC WP GFl 11-31 TH- YB-1 Z � ROOF MOUNTED' T 3 _a N 06 -- 3/4"C Z Z J 2012,1#12(G) 0 O J .a B-20 T H H N Q TH 1 3 B-8 LL (N)PANEL'B' 1 -31 B-31 .. Z X .TnIL z O':dZ +4' . o Q W T— .-._ (N)SERVICE-ENTRANCE-RATED-DISCONNECT _.... (E)SERVICE ENTRANCE RATED DISCONNECTO (N)METER O a SIiLt7 TITLE: NEW POWER P1.14N SCALE: 1/8" = 1'-0" NORTH NEW POWER PLAN CONTRACTOR SHALL VERIFY ALL DIMENSIONS B.CONDITIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 22'X 3 r,SHEET SIZE RLVISION DATE DRAWN BY: M.PRIDE CHECKED BY: J.GDRANSON JOB NUMBER: 53W ENGINEER LNG PROJECT DATE: OCTOBER 2015 490Easf Cmp...Dr.,Ste.103 SHEET OF MerWian ID 83642 �/�O 20&8&ri81 ph 2 el L (ax20&28&ri83 Po. 15MAAP[ = a GENERAL NOTES: O 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION - WITHIN PANEL TO WHICH DEVICES SHALL BE CIRCUITED. H $ ------------------- 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION TO _--------------- CONTRACTOR AVOID INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. --------------- F, SHALL COORDINATE PLACEMENT OF FIXTURES WITH - /,1'r ARCHITECTURAL REFLECTED CEILING PUN.LOCATION OF FIXTURES SHALL i GOVERN WITH CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS. 3. SEE SHEET E300 FOR LUMINNRE SCHEDULE. fr +7:-6' +1 '-0' +12.-U• -- #t2'-•0= Q a O 4. COORDINATE S. ARCHITECTURAL REFLECTED CEILING PLAN(RCP)FOR E2 1 W1 ff T6' W1 CEILING TYPES. 30 2 _ o ----.... —_- -- - . . t - 5 ALL FIXTURES WITHIN A GIVEN ROOM AREA ARE E SAME TYPE THE z / THE AS s 2 (Z�� S7 C B-26 1 B 26 1 ° I. r SINGLE FIXTURE CALLED OUT WITHIN THAT ROOM/AREA,UNLESS o %1 ROOM G1 - -- G1-- -- - - i. OTHERWISE NOTED. (/') a 2 +T-6" 105 — t is 6. UNEWORK SHOWN FOR CLARITY OF SWITCHING ONLY.PROVIDE QUANTITY INISEx - S1 P__- -" -- - --- - OF CONDUCTORS AS REQUIRED FOR CONTROL TOILET ROOM +1Y 0 -- - _ __ _ __ __ W m 2 �olvF .�.,� 3 G1 _ - - -- - _ 7. CONTRACTOR SHALL PROVIDE/10 AWG CONDUCTORS FOR ALL CIRCUITS i u 06 r P OF 100'OR MORE UNLESS SHOWN URGER. d c a EF B t = 2 - a 1 I ,._.. .... ,. E, I KEY NOTES: I I'I -- SIA DUA 091 1. MOUNT PHOTOCELL ON ROOF. FACE NORTH. 2. EF-1 FAN LIGHT COMBINATION.MOTION SENSOR FOR CONTROL ARE �%ONAL 5 26 TV. _ i 1 I INTEGRAL WITH UNIT.PROVIDE OVERRIDE SWITCH,COORDINATE WITH E �F' �CN@ / l I � l l l MANUFACTURER TO ENSURE OVERRIDE SWITCH IS COMPATIBLE WITH UNIT. o �' II ; bl'tl III m B-30 { r l l 1 t I III IIII � X1 +7-6 i i i-i �qp f OF I ill NA"- a S1 �. iiilililii 03/15/2016 IIII I.II A.1 I'1 IIII I.Ill I11 illll IIII II II II II I'I II IIII O IIIII 111111,1 Till I IT. I I't I I I I II I I I I fl 11111 Illf I111 IIII IIII I.I Ii11 II-II l�lllllflI Itll IIII I.II.i I IIII WAREHOUSE 11.111 I 111 III II I WAREHOUSE I 102 IIII llll III J IiI W IIIN c I I Iii B-M .1 l; 50 Dt J l i U ? W III +1 -o• IIII to h Z II I Z N s1 1I11 j I +12'-0' 0 0� I I I I I y N Q • ii iii W Z LL I III Z Z - _. I I I T 30 - - l a W Q W H 0 NELIJ LIGHTING PLAN O SCALE: 1/8' = V-10' SHEET TITLE: NORTH NEW LIGHTING PLAN CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS SHOWN OR IMPLIED DRAWING SCALE APPLIES TO 22 x 34'SHEET SIZE REVISION DATE DRAWN BY: M.PRIDE CHECKED BY: J.GORANSON JOB maNUMBER: III ENGINEERING PROTECT DATE: OCTOBER 2015 M4 Mi an IDB3642 Corporate Dr.,Ste.lfCt SHEET OF ph X8 ph 3)8-?8&2181 tax 208-28&2182 prgxl 1-AA02 E202 ~t PANELBOARDSCHEDULE TI n ONE-LINE KEY NOTES:EXISTING PANEL:A PROJECT:ANDHESON INC I t ' VOLTAGE240/120V I PHASE:' WIRES AMPERERATING;200 SC RATING:10,000 MAIN:MLO v, .7(E)POLE MOUNTED (E)POLE MOUNTED Q g ENTRY:TOP MDUNTING:FLUSH ��'�'�UTILITY TRANSFORMER 1—UTILITY TRANSFORMER 1. PROVDE AND INSTALL NEW SERVICE ENTRANCE RATED DISCONNECT,METER — T LOADS: -Amps VA ILLIAIJ I • REMARKS1 I ENCLOSURE AND PANEL B.DISCONNECT SHALL BE PROVIDED WITH AUXILIARY y K FHASEA: 32 37831 1=LIGHTING NMI.PROVIDE NENBREAKER i OVERHEAD POWER FEED LUGS ON LOAD� SIDE.REFER TO SHEET E101 AND E201 FOR LOCATIONS. ' PHASES: 20 24431 2=RTACLEr LINE BY IPC L a 10 3= I 2. AFTER NEW EQUIPMENT IS INSTALLED TRANSFER UTILITY FEED TO NEW SOMCE TOTAL: 62261 4=MOTOR 4 2 W — L'- LOAD LOAD OMPS cKr AMPsi LO4 LoaD I ENTRANCE,DISCONNECT AND REMOVE EXISTING METER AND RE-FEED THE R (VA) LOAD SEW® TYPE ALES NO PHASE NO POLES TYPE LOAD SERVED (VA) � A` M (N)UTILITY METER 1 4 EXISTING DISCONNECT FROM THE NEW SERVICE ENTRANCE DISCONNECT. 'a _ SPACE 1 A 2 30 2 (gUNKWOVM` U '�M 1 . - - SPACE 3 B 4 2'C 3. EXISTING DISCONNECT AND PANEL TO REMAIN. SPACE5 A 6 20 I (E)UNKNOWM 313/0 ' .:. (E)MAIN LIGHTS 20 2 7 B 8 20 1 (q AMPCOOLH2 (:,Lw. 4. COORDINATE DEMOLITION AND NEW UTILITY CONNECTION WITH IPC. o 9 A 10 20 1 (gSWAMPCAOLFR ��1"" (RSPARE - 1 11 B 12 20 1 3 (P4DH-I INDTE I1 450 i C (N)3R/200/2O �` SPARE 30 1 13 A 14 20 1 3 (ITCH-21NOTE1) 450 (E)3R/200/2 O3 _ _ _ r SER o 3 ( NKN 20 18 ZO 1 4 (N)EX FANS EF-1,lE-2(NOTE 10o GROUND METAL CONCRETE � S c ° (gFURNA 20 1 17 A 18 15 2 4 (N)IU1.3(NOTE 1) 24 = N ROD DISCHARGE ELECTRODE s - (gtMKNOWN 20 1 19 B 20 - - 4 --- 29 — (quMc 20 1 21 A 20 2 4 (ITCH-3,CR4(NOTE 1) 1869 3/4-C PIPING 3/4-C 3/4-C - (gUNKNOWN 20 I 23 B 24 4 — 1869 3/03 3/OG 3/OG (EUNKNOWM 20 25 A 26 20 1 (N)WATERIEAT 1440 N t J 0 m U N y (E)PANEL c, $ m O 2'C 2'C :c o PANELBOARD SCHEDULE A O 3Al J3/0 313/0 NEW PANEL:B PRCUECT:ANOELSON INC 1 i6G 1 6G 5 ¢ - VOLTAGE240/120V PHASEI WIRES JAMPERERATING:200 $CRATING:10.000 MAIN:200A L t4 ENTRY:TOP i MOUNTING:FLUSH (E)3R/200/2 a t ' Amps VA PHASEA: 158 189911 1=LIGHTING FRASER 144 172981 2=RBaEPTACLES \1 3=MISC (E) (N)PANEL O 1 ' TOTAL: 362891 4=MOTOR LOAD LOAD AMPS CKT AMPS/ LOA LOAD DEMO ONE-LINE DIAGRAM B 2DOA <. (VA) LOADSERVED TYPE FtX.f35 NO FH45E NO 0 12 TYPE LOAD SERVED (VA) (E)PANEL 240V 360 R5C ROOF TOP 2 20 1 1 A 2 40 2 4 LLI-1 2064 'A' QOcF'�\OE 8�l` 360 2 20 1 3 4 - 4 - 206 SCALE: N.T.S. 200A 3600 FOR<LIFT CHARGING STATION 3 50 2 6 A 6 20 1 3 RADIANT HEATERS TLL7,TF42,TK3 540 240V 4 3600 --- 3 . - 7 B 8 20 1 PAR 1 00 FO IFT RGNGSTATION 3 20 1 9 A 10 15 2 4 IU7-1 24 �:. 720 R - AREIOLGENORTH 2 20 1 71 B 12 - - 4 --- 24 ���4. 1080 R - RKAREA COUNTER 2 20 1 13 A 14 15 2 4 24 7. R -NARK AREA COUNTER 2 20 1 15 B 16 - - 4 -- 24 III 4p�1A/Apr- a 360 RM-AF30VECBLINGOF 101 2 20 1 17 A 18 20 1 4 F3?7 1770 NEUJ ONE-LINE D1,4cxRAM 1200 REC.EWTHLCOPIER-SHOWROOM 100 2 20 1 19 B 20 20 1 4 EC-2 10 03/15/2016 180 REC.S 100 COUNTER 2 20 1 21 A 22 25 2 4 CF45,CH-6, H-7 2046 t 180 REC-SHOWROOM 100 COUNTER 2 20 1 B 24 - 4 -- 2046 SCALE: N.T.S. 180 Rom-SHOWROOM 100 COUNTER 2 20 1 25 A 26 20 1 1 WARf310USELIGHRNG 1153 180 VSROOM 100 CDUNTER 0 7 27 20 1 1 FFICE,SHOWR CONFIRM 416 540 RM-- ,OFFICE 2 20 1 29 A 30 20 1 1 FBdBRGBJCV LING 500 e 1y 720 R -WAREHOUSE SOUTH 2 20 1 31 B 32 20 1 1 RBC SHOW VAN 1000 180 R - 2 20 1 33 A 34 20 1 1 RBC SHOW WWDOW LIGHTS 1000 SPARE 20 1 35 B 36 20 1 1 E(T WA LL PACKS 234 2040 Mq 1 4 25 2 37 A 38 20 1 1 5OCK LIG 150 2040 ---1 4 B 40 20 1 SPAR 380 REC WAREHOUSE 2 20 1 4 42 0 1 SPAR M PARE 20 1 43 B V 20 1 SPAR SPARE 20 1 45 A 46 20 I 1 SRAREI SPARE 20 1 1 47 B 48 20 1 1 1 SPA t ` SPARE 20 1,1 49 A 50 20 1 SPA SPARE 20 1 51 B 52 20 1 SPA y SPACE 53 A 54 c. S CE J PA 5 B PA W 5 A 58 SPA 5 B 60 SPAC SPACE 61 A 62 SPA 0 SPACE 63 B 64 SP SPACE SHAG U � zLLI a �•r SCALE: NONE O 0 v _ ..I � N Q w Z ILL. o Q Z Z IL ANDERSON INC-LUMINAIRE SCHEDULE °1 Q o uj x TYPE DESCRIPTION MANUFACTURER CATALOG LAMPS WATTS MOUNTING NOTES Dl DOCK LIGHT PHOENIX DLAW-16LED-60-GL-42-120 LED 16 WALLAT6'-6" El EMERGENCY i BUG EYE LITHONIA ELM2-LED-HO LED 2.8 SEE PLANS SHEET TITLE: E2 EXTERIOR EGRESS ISOLITE ELED-AC-BZ-CD LED 11 SEE PLANS GI LAY IN FIXTURE LITHONIA 2TL4-4OL-FW-A72-SLD-LP835 LED 32 RECESSED a Sl STRIPLIGHTI LITHONIA ZL1N-L48-SOOOLM-L/LENS-MVOLT-35K-90CRI-WH LED 41 SEE PLANS Wl WALL PACK LITHONIA TWH-LED-10C-1000-40K-T3M-MVOLT-DDBXD LED 39 SEE PLANS Xl IEXITSIGN ILITHONIA LHQM-LED-G-HO I LED 4.3 SEE PLANS GENERALNOTES ELECTRICAL 1.PROVIDEACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION DETAILS w� NOTES Y CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS SHOWN OR IMPLIED LUMINAIRE SCHEDULE DRAWING SCALES TO 22'X SC SHE5ETEr SIZE SCALE: NONE REVISION DATE DRAWN BY: M,PRIDE CHECKED BY: J.GORANSON JOB NUMBER: 15392 4 SNG IN_H'E'R ING PROJECT DATE: OCTOBER 201F, ''• Meridian lD 83642 SHEET OF 940 EaN Corporore Dr.,Sre.103 IL ph 208-2W2181 E300 fax 208-288.2182 PN�+ 15MM03 t s