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Otsego County, Michigan 14 Request for Proposal for Storage Building At The Otsego County Animal Control Facility Otsego County, Michigan BID 2021-20 SECTION I. INTRODUCTION Proposals for construction of a storage building at the Animal Control Facility will be received by Otsego County to the attention of Thom Marquard in the Administration Office, 225 West Main Street, Suite 203, Gaylord, Michigan, 49735 until 10:00 a.m. local time on Friday, January 14th, 2022. Bids will be publicly opened and read at 10:05 a.m. on Friday, January 14th, 2022 in Room 100 at 225 W. Main Street, Gaylord, MI. Any questions must be received by Monday, January 10th, 2022 at noon. The County reserves the right to accept, reject or negotiate any or all bids, to waive or not waive informalities or irregularities in bids or bidding procedures, to rebid the project/purchase, and to accept any bid determined by the County to be in the best interest of the County, regardless of price. The reason for rejection may include past performance issues, and compatibility with existing equipment or software. Vendors located in Otsego County are hereby granted a 5% cost variance for low bid determination. ---PAGE BREAK--- Otsego County, Michigan 15 SECTION II. INSTRUCTIONS, INFORMATION AND REQUIREMENTS 1. Purpose: The purpose of this Request for Proposal (RFP) is to receive proposals for construction of a storage building at the Animal Control Facility located at 256 Fairview Rd., Gaylord, MI. This RFP does not constitute a contract for services performed or to be performed. After selection of the successful firm (referred to as the contractor), Otsego County, and the contractor will negotiate a contract and a complete scope of services. All proposals submitted become the property of Otsego County and will not be returned. The County is not responsible for any costs incurred by the respondent in proposal preparation, presentations, site visits, or benchmarks performed. 2. Submittal of Proposals/Bids: Submittal of proposals/bids shall be on the form attached hereto in Section IV no later than 10:00a.m. on Friday, January 14th, 2022. Proposals shall be sealed and clearly marked as BID 2021-20 on the outside, and sent to the following: Attn: Thom Marquard 225 W. Main Street, Suite 203 Gaylord, Michigan 49735 Bids will be publicly opened and read at 10:05 a.m. on Friday, January 14th, 2022 in Room 100 at 225 W. Main Street, Gaylord, MI. 3. Official Signature: An authorized official/person acknowledging full understanding of the information contained in this RFP must sign the Bid/Proposal Form. 4. Inquiries: Questions regarding the RFP must be directed to Melissa Fitzgerald in writing by emailing [EMAIL REDACTED] .Any questions must be received by Monday, January 10th, 2022 at noon. Responses to all questions will be posted to the Otsego County website within 24 hours at 5. Insurance Requirements: Contractor shall furnish a Certificate of Insurance from an insurance company licensed to do business in the State of Michigan and acceptable to the County for the following: a. Workers Compensation and Employers’ Liability, Michigan Statutory Limits of Liability. b. Commercial General Liability Insurance. c. Motor Vehicle Liability Coverage, and Michigan No-Fault Coverages including all owned, non-owned, and hired vehicles. ---PAGE BREAK--- Otsego County, Michigan 16 Otsego County will be named as Additional Insured on all insurance coverage, with the exception of Workers Compensation and Employers’ Liability insurance. Limits of Liability for General Liability, and Vehicle Liability shall be within the following guidelines based on contract amount: • Projects up to $750,000: Minimum of $1,000,000 per occurrence and aggregate. • Projects $750,001 to $1,750,000: Minimum of $2,000,000 per occurrence and aggregate. • Projects $1,750,001 to $2,750,000: Minimum of $3,000,000 per occurrence and aggregate. • The required amounts continue to escalate by adding $1,000,000 to the beginning and ending project range and to the minimum insurance requirement. • A Waiver of Subrogation is required on the certificate of liability insurance. • The certificate of liability insurance is required to have a 30-day notice of cancellation. 6. Bid and Performance Bonds: Bid bonds are required for construction or repair projects in the amount of $100,000 or more. Bid bonds and performance bonds are required for construction or repair projects in the amount of $250,000 or more. Bid bonds shall be in the amount of 10% of the total contract price. Performance bonds will be in the amount of 100% of the total contract price. Bond requirements cannot be waived. 7. Lien Waivers: For construction or repair projects in the amount of $50,000 or more, the contractor is required to provide partial lien waivers, verifying all subcontractors and suppliers have been paid for their work to date, for payment requests beyond 25% of the total contract price. The final 10% of the contract price can be paid prior to receipt of lien waivers. The contractor will provide final lien waivers within 30 days of contract completion. In the event that a contractor does not provide the required lien waivers, the contract will not be eligible for future County projects without the consent of the County Infrastructure Committee. 8. Licenses: The winning bidder hold any licenses necessary to work in the State of Michigan. 9. References: Bidder shall provide the names of three commercial accounts for similar work performed. References are also required for any subcontractors. 10. Evaluation and Award: Bids/proposals shall be evaluated and awarded by the County as soon as practicable. Award of the bid will be based on quality, service, completion date, experience and price. Information on each of these categories shall be included in bid responses. ---PAGE BREAK--- Otsego County, Michigan 17 11. Compliance with the Law: Contractor shall comply with all applicable federal, State and local laws and ordinances, rules and regulations, as well as any applicable County policies. 12. Timeline: Project is to commence upon board approval. Final Project Completion shall be by Saturday, December 31, 2022. 13. Delay Liquidated Damages: If Final Completion occurs after the Final Completion Date, Contractor shall pay to the Owner liquidated damages in the amount of .125% of the total contracted dollar amount per day for each day that such non-performing party has failed to perform; provided, that upon termination of the contract agreement, such damages determined under this Section shall cease to accrue and the performing party shall be entitled to recover such damages from the non-performing party as the performing party may have suffered in addition to the damages specified in this Section. The payment of any of the foregoing amounts shall not be deemed to constitute a forfeiture or a penalty. ---PAGE BREAK--- Otsego County, Michigan 18 SECTION III. SCOPE OF SERVICE Furnish and provide all materials, supplies, tools, equipment, labor, supervision, and expertise to properly and professionally perform all required services described in this RFP. CONTRACTOR RESPONSIBILITIES General Information: • Contractor must obtain any and all permits necessary to complete the work described herein. The cost of the permits should be included in the bid price. • All work must be completed by Saturday, December 31, 2022. Work to be completed: 1. See plans attached below. A site visit is required and can be arranged by contacting Melissa Fitzgerald (Animal Control Director) at [PHONE REDACTED]. COUNTY RESPONSIBILITIES 1) Provide access to the facility and work areas as necessary for the project; and coordinate with County security services. 2) Provide prompt payment upon receipt of invoices and acceptance of the project work. ---PAGE BREAK--- Otsego County, Michigan 19 SECTION IV. BID/PROPOSAL FORM BID 2021-20 The undersigned proposes to furnish all necessary equipment and labor to perform the work described above for Otsego County in accordance with the attached specifications stated herein for the price listed below. AS REQUIRED ABOVE, PLEASE ATTACH THE NAMES OF THREE COMMERCIAL ACCOUNTS FOR WHICH SIMILAR WORK WAS PREVIOUSLY PERFORMED Visited site to view project YES NO I acknowledge the receipt of the following addendums (list all issued): COMPANY NAME: ADDRESS: SIGNATURE: (include evidence of authority if applicable) TITLE: TELEPHONE: EMAIL: DATE: No. Description Qty Unit Total Price 1. Storage Building as described in the attached plans. 1 LS $ OVERALL TOTAL: $ Corporate Seal Here ---PAGE BREAK--- architecture · engineering WE RECYCLE CHECKED BY: DESIGNED BY: APPROVED BY: SHEET DATE: PROJ. www.c2ae.com CONSTRUCTION DRAWINGS FOR: LOCATION MAP NO SCALE N E W S VICINITY MAP NO SCALE N E W S EXCEPT WHERE OTHERWISE INDICATED ON THE PLANS OR IN THE PROPOSAL SUPPLEMENTAL SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2003 EDITION, AND THE CURRENT SUPPLEMENTAL SPECIFICATIONS. (AVAILABLE AT WWW.MDOT.STATE.MI.US/SPECBOOK) IT IS UNDERSTOOD THAT THE CONTRACTOR SHALL PERFORM ALL WORK UNDER THIS CONTRACT IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS, POLICIES, RULES AND STANDARDS OF THE MICHIGAN OCCUPATIONAL SAFETY AND HEALTH ACT (MDSHA), BEING ACT 154 OF THE PUBLIC ACTS OF 1974 AND AS AMENDED. THROUGHOUT THE DRAWING SET, THE GRAYSCALE LEGEND ON THE EDGE OF TITLE BLOCKS SHOULD TRANSITION FROM WHITE THROUGH EIGHT SHADES OF GRAY TO SOLID BLACK. IF THE GRAYSCALE SHADES ARE NOT DISTINCT, THE DRAWING(S) HAVE NOT PRINTED CORRECTLY. LAKE ERIE GRAND RAPIDS TRAVERSE CITY LAKE SUPERIOR UPPER PENINSULA MACKINAW CITY LAKE HURON ALPENA PETOSKEY GAYLORD GRAYLING LAKE MICHIGAN SAGINAW ST.JOHNS FLINT LANSING JACKSON DETROIT KALAMAZOO ANN ARBOR BLACK WHITE THE BAR BELOW SHOWS GRAYSCALE FROM WHITE TO SOLID BLACK 12/14/2021 12:07:21 PM C:\Revit\2020\210106_A_jeremy.cassel.rvt Checker Designer Approver 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 STORAGE BUILDING G-001 14-DEC-2021 21-0106 BID DOCUMENTS OTSEGO COUNTY ANIMAL CONTROL COVER SHEET STORAGE BUILDING 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 ISSUE DATE: 14-DEC-2021 OTSEGO COUNTY ANIMAL CONTROL BID DOCUMENTS C2AE PROJECT NUMBER: 21-0106 ELECTRICAL ARCHITECT STRUCTURAL CIVIL SHEET NO. SHEET NAME GENERAL G-001 COVER SHEET CIVIL C-001 SITE PLAN STRUCTURAL S-001 GENERAL NOTES AND LEGENDS S-100 PLANS S-201 FRAMING ELEVATIONS S-301 BUILDING SECTIONS S-501 DETAILS ARCHITECTURAL A-101 FLOOR PLAN AND ELEVATIONS ELECTRICAL E-001 GENERAL NOTES AND LEGENDS E101 ELECTRICAL PLAN TOTAL SHEETS: 10 OWNER PROJECT NUMBER: 2021-20 REVISIONS REV DESCRIPTION DATE ---PAGE BREAK--- APPROVED BY: DESIGNED BY: CHECKED BY: - - - PLOTTED BY:MAKAREWICZ, KEVIN 12/15/2021 2:42 PM O:\2021\210106_OC_AC_ColdStor\Drawings\Animal Shelter pole barn.dwg - PLAN-1000 SCALE C2AE.STANDARD.STB WE RECYCLE SHEET REVISIONS www.c2ae.com architecture · engineerin REV DESCRIPTION DATE PROJ. DATE: BLACK WHITE THE BAR BELOW SHOWS GRAYSCALE FROM WHITE TO SOLID BLACK 210106 BID DOCUMENTS 256 FAIRVIEW ROAD, GAYLORD, MICHIGAN OTSEGO COUNTY ANIMAL CONTROL STORAGE BUILDING 14-DEC-2021 C-001 SITE PLAN Feet 0 30 60 - - - - - - - - - - ---PAGE BREAK--- ABBREVIATIONS TYPE DESCRIPTION ALT. ALTERNATE ARCH. ARCHITECTURAL AVG. AVERAGE AFF ABOVE FINISH FLOOR BFF BELOW FINISH FLOOR BLDG. BUILDING BOTT. BOTTOM B.O. BOTTOM OF BRG. BEARING CANT. CANTILEVER C.J. CONTROL JOINT CMU CONCRETE MASONRY UNIT CONC. CONCRETE CONST. JT. CONSTRUCTION JOINT CONT. CONTINUOUS DIA. DIAMETER EA. EACH ELEC. ELECTRICAL ELEV./EL. ELEVATION EQ. EQUAL E.W. EACH WAY EXIST. EXISTING EXST. EXISTING E.F. EACH FACE F.F. FINISH FLOOR FLR. FLOOR FND. FOUNDATION FTG. FOOTING F.S. FAR SIDE GA. GAUGE GALV. GALVANIZED HDG HOT DIPPED GALVANIZED HORIZ. HORIZONTAL H.P. HIGH POINT INSUL. INSULATION I.F. INSIDE FACE ISO. ISOLATION TYPE DESCRIPTION LG. LONG. LLH. LONG LEG HORIZONTAL LLV. LONG LEG VERTICAL LONG. LONGITUDINAL L.P. LOW POINT MAX. MAXIMUM MECH. MECHANICAL MEZZ. MEZZANINE MANUF. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING N.S. NEAR SIDE O.C. ON CENTER OPNG. OPENING O.D. OUTSIDE DIAMETER O.F OUTSIDE FACE O.H. OVERHANG OHD OVERHEAD DOOR O/O OUT TO OUT PSF POUNDS PER SQUARE FT. PSI POUNDS PER SQUARE IN. REINF. REINFORCING REQ'D. REQUIRED SIM. SIMILAR T&B TOP AND BOTTOM T.O. TOP OF T.O.F TOP OF FOOTING T.O.W. TOP OF WALL T.O.P. TOP OF PIER T.O.S. TOP OF STEEL TRANS. TRANSVERSE TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL V.S.C VERTICAL SLOTTED CONN. V.B.F. VERTICAL BRACED FRAME WWF WELDED WIRE FABRIC W/ WITH LAP CHART BAR SIZE VERT. BARS #3 #4 #5 #6 #7 #8 #9 #10 HORZ. BARS 4000 PSI CONCRETE 19" 25" 31" 38" 54" 62" 70" 79" 25" 33" 41" 49" 71" 81" 91" 102" CONCRETE: 1. ALL CONCRETE WORK TO BE PERFORMED IN CONFORMANCE WITH THE MOST RECENT EDITION OF ACI 301 & ACI 318 CODE REQUIREMENTS AND DETAILING STANDARDS. 2. ALL READY MIXED CONCRETE SHALL CONFORM TO ASTM C94. 3. USE AIR ENTRAINED CONCRETE FOR ALL AREAS EXPOSED TO WEATHER, FROST IN SOIL, OR FREEZE THAW CYCLES. 4. CLASS A: NORMAL-WEIGHT CONCRETE USED FOR FOOTINGS, AND FOUNDATION WALLS: EXPOSURE CLASS: ACI 318 F1 MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS F'c = 3500 PSI AIR ENTRAINED ADMIXTURE ASTM C260/C260M + OR - 1.5%) MAXIMUM W/CM RATIO 0.50 SLUMP LIMIT + OR - PORTLAND CEMENT ASTM C150/C150M TYPE I/II MAXIMUM COARSE AGGREGATE SIZE 3/4" NOMINAL CLASS B: NORMAL-WEIGHT CONCRETE USED FOR SLABS ON GROUND: EXPOSURE CLASS: ACI 318 F0 MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS F'c = 4000 PSI AIR CONTENT DO NOT USE AIR-ENTRAINMENT ADMIXTURE OR ALLOW TOTAL AIR CONTENT TO EXCEED 3% FOR CONCRETE USED IN TROWEL-FINISHED FLOORS MAXIMUM W/CM RATIO 0.52 SLUMP LIMIT + OR - PORTLAND CEMENT ASTM C150/C150M TYPE I/II MINIMUM CEMENTITIOUS MATERIALS CONTENT: 540 LB/CU.YD. MAXIMUM COARSE AGGREGATE SIZE 3/4" NOMINAL 5. ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING OF THE CONCRETE. 6. ALL HORIZONTAL BARS IN CONCRETE WALLS AND GRADE BEAMS SHALL BE CONTINUOUS AND BENT AT ALL CORNERS AND INTERSECTIONS. PRE-BENT "CORNER" BARS SUBSTITUTED FOR CONTINUOUS BENT BARS SHALL BE OF SAME SPACING AS HORIZONTAL BARS AND SHALL BE OF SUFFICIENT LENGTH TO PROVIDE REQUIRED LAP SPLICE 7. DETAILING BENDING AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE ACI CODE. 8. ALL CONCRETE FORMWORK SHALL BE ADEQUATELY TIED TOGETHER AND BRACED TO FORM TRUE LINES, SQUARE CORNERS, AND PLUMB WALLS. 9. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE MOST RECENT EDITION OF THE CODE. 10. NO CONCRETE SHALL BE POURED SUBJECT TO FREEZING CONDITIONS, OR ON FROZEN GROUND. 11. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR ACCESSORIES REQUIRED TO BE CAST INTO CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 12. FOOTINGS SHALL BE LOCATED ON THE CENTERLINE OF WALLS, PIERS, OR COLUMNS, UNLESS NOTED OTHERWISE. 13. PROCEDURES FOR PLACEMENT OF CONCRETE SHALL BE IN STRICT CONFORMANCE WITH ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE." 14. CONCRETE SLABS ON GRADE SHALL BE POURED ON COMPACTED SUB GRADE OR UNDISTURBED SOIL. SLAB SURFACES SHALL BE SMOOTH AND LEVEL, OR SHALL HAVE A SMOOTH EVEN SLOPE. CONCRETE FINISH SHALL BE SMOOTH FOR INTERIOR FLOOR SLABS, AND BROOMED FOR EXTERIOR WALKS. SEE PLANS FOR LOCATIONS AND FINISH. 15. BEAMS AND SLABS SHALL BE POURED MONOLITHICALLY, SO THAT NO HORIZONTAL CONSTRUCTION JOINTS ARE PROVIDED. ANY CONSTRUCTION JOINTS THAT ARE PLANNED BY THE CONTRACTOR SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL. 16. LOCATE ALL SLEEVES, OPENINGS, EMBEDDED ITEMS, ETC. WHICH ARE INDICATED ON DESIGN DRAWINGS. CHECK WITH OTHER TRADES TO VERIFY THAT ALL SLEEVES, OPENINGS, AND EMBEDDED ITEMS ARE IN PLACE AND LOCATED CORRECTLY PRIOR TO PLACEMENT OF CONCRETE. 17. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS WITH DIAMETER EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED AS SUCH. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATIONS OF SLEEVES, ACCESSORIES, ETC. 18. THE SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE ALL DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO THE PLACEMENT OF ADJACENT CONCRETE. 19. SLAB CONTROL JOINTS SHALL BE INSTALLED WITH JOINT FORMERS WHEN THE SLAB IS POURED , OR SAWCUT AS SOON AS THE CONCRETE WILL ALLOW WITHOUT DAMAGE. 20. ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO PLACING CONCRETE. DRILLING AND GROUTING IS ACCEPTABLE SUBJECT TO ENGINEER APPROVAL. 21. CONCRETE WALLS MAY BE BACKFILLED TO TWO-THIRDS THE WALL HEIGHT ONCE 75% OF THE 28 DAY COMPRESSIVE DESIGN STRENGTH HAS BEEN ACHIEVED. WALLS WITH TOP SLABS MAY BE BACKFILLED TO ONE-HALF OF THE WALL HEIGHT PRIOR TO CASTING THE TOP SLAB. REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60, ASTM A615, WITH 60,000 PSI MINIMUM YIELD STRENGTH, UNLESS NOTED OTHERWISE. 2. REINFORCEMENT PROTECTION: A. CONCRETE POURED AGAINST EARTH = 3" B. CONCRETE POURED IN FORMS BUT EXPOSED = 2" TO WEATHER, EARTH OR LIQUID C. SLABS AND WALLS NOT EXPOSED TO WEATHER OR EARTH = 1 1/2" D. BEAMS, GIRDERS, AND COLUMNS NOT EXPOSED TO WEATHER, OR IN CONTACT WITH EARTH = 1 1/2" 3. ALL REINFORCING BARS MARKED "CONTINUOUS" SHALL BE SPLICED TO CONFORM TO THE LAP CHART SHOWN ON THIS SHEET. 4. DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL AND ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. PROVIDE CORNER BARS. 5. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS. 7. TIE WIRE SHALL CONFORM TO ASTM A-82. 8. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A-185. 9. WELDED WIRE FABRIC SHALL BE SPLICED WITH A MINIMUM LAP OF TWO MODULES. 10. DETAILING OF ALL BENT BARS SHALL COMPLY WITH THE MOST RECENT EDITION OF THE ACI CODE. 11. WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. STRUCTURAL DESIGN INFORMATION: DESIGN DATA BASED ON ASCE 7-16 RISK CATEGORY I 1. SNOW LOAD: SNOW EXPOSURE FACTOR (Ce) 0.9 THERMAL FACTOR (Ct) 1.2 SNOW IMPORTANCE FACTOR (Is) 0.8 GROUND SNOW LOAD (Pg) 50 PSF FLAT ROOF SNOW LOAD (Pf) 30.24 PSF SLOPED ROOF FACTOR (Cs) 1.0 2. LIVE LOAD: CONSTRUCTION 25 PSF 3. ROOF DEAD LOADS: CORRUGATED METAL ROOFING 2 PSF WOOD FRAMING 5 PSF MISCELLANEOUS DL 3 PSF TOTAL DEAD LOAD 10 PSF 4. WIND LOADS: BASIC WIND SPEED 99 MPH WIND IMPORTANCE FACTOR (Iw) 1.00 WIND EXPOSURE CATEGORY MAIN WIND FORCE RESISTING SYSTEM WIND PRESSURE: MAIN WALL = 9.06 PSF END WALL = -14.1 PSF MAIN ROOF = -12.0 PSF END ROOF = -12.0 PSF COMPONENTS & CLADDING WIND PRESSURE: MAIN WALL = +21.4 PSF, -23.2 PSF END WALL = +21.4 PSF, -23.2 PSF MAIN ROOF = +16.0 PSF, -39.5 PSF END ROOF = +16.0 PSF, -39.5 PSF CORNER ROOF = +16.0 PSF, -57.6 PSF 5. SEISMIC LOADS: SEISMIC IMPORTANCE FACTOR (Ie) 1.00 SITE CLASS SPECTRAL RESPONSE COEFFICIENTS: Ss = 0.051g Sds = 0.054 S1 = 0.028g Sd1 = 0.044 SEISMIC DESIGN CATEGORY GENERAL STRUCTURAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS ON THE STRUCTURAL DRAWINGS WITH THE RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS. FLOOR AND WALL OPENINGS, SLEEVES AND OTHER ARCH., MECH., ELEC., REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. 2. ALL ENGINEERING DESIGN, CONSTRUCTION, AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENT EDITION OF THE MICHIGAN BUILDING CODE. 3. ALL STRUCTURAL WORK MUST BE TEMPORARILY BRACED AND SUPPORTED UNTIL THE STRUCTURE IS SUFFICIENTLY COMPLETED AND CAN SAFELY CARRY THE DESIGN AND CONSTRUCTION LOADS. 4. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK THAT IS INVOLVED IN THE CONFLICT. FOUNDATION: 1. ALL FOOTINGS SHALL BE ESTABLISHED ON PROPERLY UNDISTURBED SOIL OR PROPERLY COMPACTED ENGINEERED FILL. 2. ALL FOUNDATION BEARING AND FILL MATERIALS SHALL BE INSPECTED PRIOR TO PLACING CONCRETE. SOIL FILL, AND SOIL BEARING MATERIAL SHALL BE APPROVED BY THE BUILDING INSPECTOR, OR THE GEOTECHNICAL FIRM RETAINED FOR THIS PROJECT. 3. ALL FILL AND BACKFILL MATERIAL SHALL BE NON-COHESIVE SOILS, COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D1557-70 MODIFIED PROCTOR METHOD. THE UPPER 6" OF SUB GRADE SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED PER TESTS ABOVE. 4. SHOULD ANY CONDITIONS BE ENCOUNTERED THAT ARE UNUSUAL OR DO NOT GIVE THE MINIMUM ALLOWABLE BEARING CAPACITIES (INDICATED BELOW), OR COMPACTION LEVELS, THE OWNER SHALL BE NOTIFIED, AND WORK SHALL CEASE. WORK SHALL NOT RESUME UNTIL THE OWNER'S ENGINEER EVALUATES THE EXCAVATION, AND GIVES WRITTEN INSTRUCTIONS TO RESUME FOUNDATION WORK. 5. MINIMUM ALLOWABLE SOIL BEARING PRESSURE: WALL FOOTINGS, Qal = 2000 PSF COLUMN FOOTINGS, Qal = 2000 PSF 6. ALL EXCAVATION FOR STRUCTURES SHALL BE KEPT DEWATERED UNTIL BACKFILL IS IN PLACE. EXCAVATION FOR STRUCTURES SHALL INCLUDE ALL NECESSARY SHEETING AND SHORING. 7. WHERE THE FOUNDATION IS OVER EXCAVATED, REMOVE ALL DISTURBED FOUNDATION SOIL AND REPLACE WITH GRANULAR MATERIAL PROPERLY COMPACTED AS DIRECTED ABOVE. 8. ALL SLABS ON GRADE SHALL BEAR ON A MINIMUM 6" OF CLEAN GRANULAR FILL CONSISTING OF SAND AND GRAVEL OR CRUSHED STONE. BASE COURSE TO BE COMPACTED TO A MINIMUM 95% OF MODIFIED STANDARD PROCTOR. CORRUGATED METAL ROOF: 1. CORRUGATED METAL ROOF TO BE 3-SPAN MINIMUM GALVALUME COATING OR APPROVED EQUAL. 2. FASTENERS SHALL BE SCREW TYPE AS INDICATED ON THE DRAWINGS. 3. PANEL INSTALATION CONTRACTOR SHALL CUT METAL PANELS TO SUIT DETAILS AT ALL FRAMED OPENINGS, COLUMNS, COLUMN CONNECTIONS, OR AS INDICATED ON THE DRAWINGS. 4. PIPE SLEEVES AND ALL OTHER REQUIRED OPENINGS SHALL BE FIELD CUT BY THE TRADE REQUIRING THE OPENING. ADEQUATE DECK SUPPORT, PIPE SLEEVE FILLERS, CLOSURES, FLASHINGS ETC., SHALL BE PROVIDED AND PROPERLY WELDED IN PLACE BY THE TRADE CUTTING THE OPENING. 5. DESIGN, FABRICATION, STORAGE, HANDLING, AND INSTALATION OF METAL PANELS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. STRUCTURAL WOOD: 1. STRUCTURAL WOOD AND TIMBER SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 2. ALL WOOD IN CONTACT WITH CONCRETE, STEEL, SOIL, OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, GROUND CONTACT LUMBER. 3. CONTRACTOR SHALL PROVIDE CONNECTION HARDWARE TO PROPERLY JOIN ALL WOOD MEMBERS TO EACHOTHER AND THEIR SUPPORT TO PROVIDE A CONTINUOUS LOAD PATH TO THE FOUNDATION 4. CONNECTION SHALL BE CAPABLE OF TRANSFERING THE APPLIED LOADS TO THE SUPPORTING MEMBERS. 5. WOOD DESIGN DATA: A. ALL STRUCTURAL WOOD POSTS SHALL BE SOUTHERN YELLOW PINE (Fb MIN. = 1500 PSI) No. 1 MIN WITH A MOISTURE CONTENT OF 19% (UNLESS NOTED OTHERWISE) B. ALL OTHER STRUCTURAL WOOD FRAMING SHALL BE SOUTHERN YELLOW PINE (Fb MIN. = 1100 PSI) No. 2 MIN WITH A MOISTURE CONTENT OF 19% (UNLESS NOTED OTHERWISE 6. PRE-ENGINEERED ROOF TRUSSES ARE SHOWN SCHEMATICALLY ON THE PLANS. TRUSS MANUFACTURER TO PROVIDE FINAL LAYOUT IN SHOP DRAWING SUBMITTAL. SHOW DRAWINGS SHALL BE PREPARED UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MICHIGAN, AND SHALL BEAR THE ENGINEER'S SEAL AND SIGNATURE. 7. HEADERS LESS THAN 4'-0" IN LENGTH SHALL BE FRAMED WITH MIN. 2x6 MEMBERS. 8. HEADERS LESS THAN 11'-0" IN LENGTH SHALL BE FRAMED WITH MIN. 2x10 MEMBERS. architecture · engineering WE RECYCLE CHECKED BY: DESIGNED BY: APPROVED BY: SHEET DATE: PROJ. www.c2ae.com 12/14/2021 12:21:56 PM C:\Revit\2020\210106_S_jeremy.cassel.rvt Checker Designer Approver 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 STORAGE BUILDING S-001 14-DEC-2021 21-0106 BID DOCUMENTS OTSEGO COUNTY ANIMAL CONTROL GENERAL NOTES AND LEGENDS REVISIONS REV DESCRIPTION DATE ---PAGE BREAK--- FOUNDATION PLAN NOTES 1. C.J. AND CONST. JOINT LOCATIONS ARE SHOWN FOR VISUAL REPRESENTATION ONLY. FIELD LOCATE AT SPACING NOT TO EXCEED 30*SLAB THICKNESS. 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR PROPERLY COMPACTED FILL AS REQUIRED. 3. CONTRACTOR SHALL VERIFY DIMENSIONS WITH ARCHITECTURAL PLANS. NOTIFY ENGINEER OF DISCREPANCIES. 4. FINISH GRADE ELEVATION = 100'-0" 5. TOP OF FOOTING ELEVATION = 99'-0" UNLESS NOTED OTHERWISE. 1 OUTSIDE OF SLAB 3 3/4" 7' - 3 3/8" 7' - 3 3/8" 7' - 3 3/8" 7' - 3 3/8" 3 3/4" OUTSIDE OF SLAB 2 F F A A 7' - 9 7/8" 7' - 9 7/8" 7' - 9 7/8" 7' - 9 7/8" 7' - 9 7/8" B B C C D D E E 1.2 1.5 1.8 1 S-301 2 S-301 1' - 9 1/2" 4' - 2 1/2" 3' - 1 1/2" 10' - 10 1/2" 9' - 1 1/2" FRAMING NOTES RISK CATEGORY I DESIGN LOADS LIVE LOAD: CONSTRUCTION 20 PSF DEAD LOAD: METAL ROOF DECK 2 PSF WOOD FRAMING 5 PSF MISCELLANEOUS DL 3 PSF TOTAL DEAD LOAD 10 PSF SNOW LOAD: GROUND SNOW 50 PSF BALANCED LOAD 40 PSF UNBALANCED A 12 PSF UNBALANCED B 40 PSF UNBALANCED C 22.7 PSF SEE GENERAL NOTES ON SHEET S-001 FOR MORE INFORMATION. 1. 2. 3. B C A BALANCED: UNBALANCED: ROOF DECK MARK DESCRIPTION D-1 CORRUGATED METAL ROOF OR EQUAL. FASTENED TO PURLIN SUPPORTS W/ SIMPSON STRONG TIE SELF DRILLING METAL-PANEL SCREWS WITH RUBBER WASHER, T09100HWHC, FASTENER PER RIB PER SUPPORT MININIMUM. SEE ARCH. FOR GAGE. 1 2 F A B C D E 1.2 1.5 1.8 1 S-301 2 S-201 1 S-201 3 S-201 2 S-301 2X4 LATERAL BRACE, FASTENED TO UNDERSIDE OF THE TRUSS TOP CHORD, 1 @ EACH CORNER GABLE END TRUSS GABLE END TRUSS (19) PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. D-1 5.5 KIP LOAD ON CARRIER BEAM, FROM EACH TRUSS, @EACH END, TYP. 2x4 BTTM. CHORD BRACE, FASTENED TO TOP OF THE TRUSS BTTM. CHORD 1' - 0" 40' - 0" 1' - 0" C-1 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 RIDGE 1' - 5 1/4" 7' - 3 3/8" 7' - 3 3/8" 7' - 3 3/8" 7' - 3 3/8" 1' - 5 1/4" architecture · engineering WE RECYCLE CHECKED BY: DESIGNED BY: APPROVED BY: SHEET DATE: PROJ. www.c2ae.com 12/14/2021 12:21:57 PM C:\Revit\2020\210106_S_jeremy.cassel.rvt Checker Designer Approver 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 STORAGE BUILDING S-100 14-DEC-2021 21-0106 BID DOCUMENTS OTSEGO COUNTY ANIMAL CONTROL PLANS COLUMN FOOTING SCHEDULE MARK DIMENSIONS REINFORCING COMMENTS DIAMITER DEPTH VERTICAL BARS HORIZONTAL TIES F-1 2' - 0" 7' - 0" #5 #4 TIES @ 12" O.C. 1/4" = 1'-0" 3 FOUNDATION PLAN COLUMN SCHEDULE MARK MEMBER COMMENTS C-1 8x8 GROUND CONTACT TREATED WOOD COLUMN EMBEDED IN FOOTING C-2 6x6 GROUND CONTACT TREATED WOOD COLUMN EMBEDED IN FOOTING 1/4" = 1'-0" 4 ROOF FRAMING PLAN REVISIONS REV DESCRIPTION DATE ---PAGE BREAK--- FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" 1 2 2 S-301 9' - 9" 10' - 3" 3' - 8" 3' - 9" 2' - 4" ≈ 7' - 4" , SEE ARCH ≈ 3' - 6" , SEE ARCH. ≈ 10' - 1 1/2" , SEE ARCH HEADER HEADER ≈ 10' - 0" , SEE ARCH. 2X4 GIRTS SPACED @ 2' - 0" O.C., TYP. 2X4 PURLINS SPACED @ 2' - 0" O.C., TYP. 2X4 BRACE, EACH FACE, EACH END 4" / 12" 4" / 12" TRUSS, SEE PLAN 9.5 KIPS 9.5 KIPS 9.5 KIPS 3.5 KIPS 3.5 KIPS 3.5 KIPS 2X8 HEADER SUPPORT 2x12 2x12 2x12 2x4 2x4 2x4 2x4 2x4 2x4 2x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 WOOD COLUMN, SEE PLAN 2x6 2x6 2x6 BASE BOARD TO BE GROUND CONTACT TREATED WOOD 2x10 2X4 BTTM. CHORD BRACE 1' - 0"5 1/4" 1' - 9 1/2" 4' - 2 1/2" 3' - 1 1/2" 10' - 10 1/2" 9' - 1 1/2" 5 1/4"1' - 0" 3 S-501 2x4 2x4 2x4 FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" 1 2 1.2 1.5 1.8 2 S-301 2X4 GIRTS SPACED @ 2' - 0" O.C., TYP. 2X4 PURLINS SPACED @ 2' - 0" O.C., TYP. 1' - 0" 5 1/4" 7' - 3 3/8" 7' - 3 3/8" 7' - 3 3/8" 7' - 3 3/8" 5 1/4" 1' - 0" 2X4 BRACE, EACH FACE, EACH END 4" / 12" 4" / 12" TRUSS, SEE PLAN 5.3 KIPS 5.3 KIPS 5.3 KIPS 5.3 KIPS 5.3 KIPS 2x6 2x4 2x4 2x4 2x4 2x4 2x6 2x4 2x4 2x4 2x4 2x4 2x6 2x4 2x4 2x4 2x4 2x4 2x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x12 2x12 2x12 2x12 BASE BOARD TO BE GROUND CONTACT TREATED WOOD 2X4 BTTM. CHORD BRACE 3 S-501 2x4 2x4 2x4 2x4 FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" F A B C D E 1 S-301 2X4 GIRTS SPACED @ 2' - 0" O.C., TYP. 1' - 0"5 1/4" 7' - 9 7/8" 7' - 9 7/8" 7' - 9 7/8" 7' - 9 7/8" 7' - 9 7/8" 5 1/4" 1' - 0" 2X4 BRACE, EACH FACE, EACH END 2X4 LATERAL BRACE, FASTENED TO UNDERSIDE OF TRUSS TOP CHORD 21.7 KIPS 21.7 KIPS 21.7 KIPS 21.7 KIPS 2x4 2x4 2x4 2x4 2x4 2x6 2x4 2x4 2x4 2x4 2x4 2x4 2x6 2x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x6 2x6 2x4 2x4 2x4 2x4 2x4 2x4 WOOD COLUMN, SEE PLAN 2x12 2x12 2x12 2x12 2x12 2X4 PURLINS SPACED @ 2' O.C., TYP. BASE BOARD TO BE GROUND CONTACT TREATED WOOD 2x4 2x4 2x4 2x4 2x4 architecture · engineering WE RECYCLE CHECKED BY: DESIGNED BY: APPROVED BY: SHEET DATE: PROJ. www.c2ae.com 12/14/2021 12:21:58 PM C:\Revit\2020\210106_S_jeremy.cassel.rvt Checker Designer Approver 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 STORAGE BUILDING S-201 14-DEC-2021 21-0106 BID DOCUMENTS OTSEGO COUNTY ANIMAL CONTROL FRAMING ELEVATIONS 3/8" = 1'-0" 3 SOUTH ELEVATION 3/8" = 1'-0" 2 NORTH ELEVATION 3/8" = 1'-0" 1 EAST/WEST ELEVATION REVISIONS REV DESCRIPTION DATE ---PAGE BREAK--- FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" 1 2 2 S-301 1' - 5 1/4" 29' - 1 1/2" 1' - 5 1/4" 2X4 PURLINS SPACED @ 2' - 0" O.C., TYP. S-501 1 S-501 2 WOOD COLUMN, SEE PLAN WOOD CARRIER BEAM, SEE PLAN WOOD TRUSS, SEE PLAN RC DRILLED PIER, SEE PLAN 2X4 BTTM. CHORD BRACE 6" THICK COMPACTED LIMESTONE GRAVEL FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" F A 1 S-301 1' - 5 1/4" 39' - 1 1/2" 1' - 5 1/4" S-501 1 WOOD COLUMN, SEE PLAN WOOD CARRIER BEAM, SEE PLAN WOOD TRUSS, SEE PLAN RC DRILLED PIER, SEE PLAN WOOD GIRTS, SEE ELEVATIONS LATERAL WOOD BRACE, SEE PLAN 2' - 0" O.C. TYP. DOOR HEADER, SEE ELEVATION S-501 3 6" THICK COMPACTED LIMESTONE GRAVEL architecture · engineering WE RECYCLE CHECKED BY: DESIGNED BY: APPROVED BY: SHEET DATE: PROJ. www.c2ae.com 12/14/2021 12:21:58 PM C:\Revit\2020\210106_S_jeremy.cassel.rvt Checker Designer Approver 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 STORAGE BUILDING S-301 14-DEC-2021 21-0106 BID DOCUMENTS OTSEGO COUNTY ANIMAL CONTROL BUILDING SECTIONS 3/8" = 1'-0" 1 BUILDING SECTION - WIDTH 3/8" = 1'-0" 2 BUILDING SECTION - LENGTH REVISIONS REV DESCRIPTION DATE ---PAGE BREAK--- SEE PLAN 3" CLR. SEE PLAN SEE PLAN 6" 3" CLR. 1' - 0" TYP. HORIZONTAL TIES AT 12" O.C. w/ TIES IN TOP SEE SCHEDULE VERTICAL BARS EVENLY SPACED, SEE SCHEDULE SEE PLAN 3" CLR. VERTICAL BARS EVENLY SPACED, SEE SCHEDULE COLUMN, CENTERED IN FOOTING, SEE PLAN CAST-IN-PLACE PAD OR PRECAST BLOCK GROUND CONTACT, 2X6X8", BLOCKING, ALL FOUR SIDES, GALVANIZED FASTENERS FINISHED FLOOR ELV. SEE PLAN CARRIER BEAM, SEE PLAN, CORBEL BLOCK COLUMN, SEE PLAN NOTCH OUT COLUMN FOR BEAM 1' - 0" TYP. 2X4 GIRT, SEE ELEVATIONS TRUSS, SEE PLAN SEE PLAN SIMPSON STRONG TIE H3 HURRICANE TIES, EACH SIDE EACH TRUSS 0.22x5 SDW EWP-PLY SCREWS, EACH BEAM, EACH COLUMN 0.22x3.375 SDW EWP-PLY SCREWS, EACH COLUMN SPACING TRUSS X-BRACING MATERIAL LATERAL BRACING MATERIAL WOOD TRUSS, TYP. NOTE: X-BRACING OF TRUSSES AND BAY SIZES FOR X-BRACING SHALL BE PROVIDED AS REQUIRED BY THE WOOD TRUSS SUPPLIER/DESIGNER CARRIER BEAM, SEE PLAN, CORBEL BLOCK COLUMN, SEE PLAN 1' - 0" TYP. 2X4 GIRT, SEE ELEVATIONS GABLE END TRUSS, SEE PLAN SIMPSON STRONG TIE H3 HURRICANE TIES, EACH SIDE EACH COLUMN 0.22x6 SDW EWP-PLY SCREWS, EACH BEAM, EACH COLUMN 0.22x3.375 SDW EWP-PLY SCREWS, EACH COLUMN architecture · engineering WE RECYCLE CHECKED BY: DESIGNED BY: APPROVED BY: SHEET DATE: PROJ. www.c2ae.com 12/14/2021 12:21:58 PM C:\Revit\2020\210106_S_jeremy.cassel.rvt Checker Designer Approver 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 STORAGE BUILDING S-501 14-DEC-2021 21-0106 BID DOCUMENTS OTSEGO COUNTY ANIMAL CONTROL DETAILS 3/4" = 1'-0" 1 FOOTING DETAIL REVISIONS REV DESCRIPTION DATE 3/4" = 1'-0" 2 COLUMN TO CARRIER BEAM DETAIL 1/4" = 1'-0" 4 TYP. WOOD TRUSS BRACING DETAIL 3/4" = 1'-0" 3 COLUMN TO CARRIER BEAM DETAIL - END ---PAGE BREAK--- 2 A-101 3 A-101 4 A-101 1 A-101 40' - 0" 30' - 0" 2' - 10" 3' - 0" 4' - 2" 10' - 0" 10' - 0" A A-101 A A-101 1200 SF STORAGE 101 FIRE EXTINGUISHER (1O LB, 4-A:80-B:C) 10'-0"x10'-0" SECTIONAL OVERHEAD DOOR 3'-0"x6'-8" DOOR 1. SUB-CONTRACTORS ARE TO COORDINATE WORK WITH ALL OTHER TRADES. 2. CONFLICTS BETWEEN NOTES, DETAILS, SPECIFICATIONS, ETC., SHALL BE VERIFIED WITH THE OWNER'S REPRESENTATIVE OR THE MOST STRINGENT PROVISIONS SHALL GOVERN. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. ANY UNCLEAR CONDITIONS SHALL BE VERIFIED WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION OF THAT AREA. 4. DRAWINGS ARE NOT TO BE SCALED. ANY UNCLEAR DIMENSIONS OR DIMENSIONAL DISCREPANCIES SHALL BE VERIFIED WITH OWNER'S REPRESENTATIVE. 5. CONSTRUCTION MANAGER (CM) / GENERAL CONTRACTOR (GC) TO REVIEW ENTIRE SET OF CONSTRUCTION DOCUMENTS AND SHALL COORDINATE WORK BETWEEN ALL TRADES. IF CONFLICTS ARISE DUE TO COORDINATION OF TRADES, CM / GC IS TO VERIFY CONFLICT WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION / INSTALLATION OF CONFLICTING ITEMS. 6. ALL DIMENSIONS ARE FROM EXTERIOR FACE OF WALL GIRTS, U.N.O. 7. PROVIDE ISOLATION MATERIAL BETWEEN DISSIMILAR MATERIALS THAT ARE IN CONTACT WITH ONE ANOTHER 8. PROVIDE SOLID, CONTINUOUS, NON COMBUSTIBLE BLOCKING AT LOCATIONS WHERE MILLWORK, PLUMBING FIXTURES, EQUIP., ETC. ATTACH TO WALL OR CEILING. GENERAL NOTES: FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" SWING DOOR SECTIONAL OVERHEAD DOOR METAL WALL PANELS METAL SOFFIT PANELS METAL FASCIA 1' - 2" 16' - 0" 4' - 0" FLASHING, EXTEND MIN.12" UP WALL BEHIND METAL PANEL AND 6" ON TOP OF METAL ROOF PANEL, INSTALL FOAM FILLER BETWEEN BOTTOM OF FLASHING AND TOP OF METAL ROOF FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" 1' - 2" 16' - 0" 4' - 0" FLASHING, EXTEND MIN.12" UP WALL BEHIND METAL PANEL AND 6" ON TOP OF METAL ROOF PANEL, INSTALL FOAM FILLER BETWEEN BOTTOM OF FLASHING AND TOP OF METAL ROOF FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" A A-101 A A-101 METAL WALL PANELS METAL FASCIA METAL ROOF PANELS 1' - 2" 4' - 0" METAL WALL PANELS TO LAP MIN. ALIGN JOINT WITH PURLIN FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" A A-101 A A-101 1' - 2" 4' - 0" FLOOR LINE 100' - 0" TRUSS BEARING 112' - 0" 4" / 12" 4" / 12" 17' - 8 13/16" 1. WALL PANELS: BASIS-OF-DESIGN: METAL SALES MANUFACTURING CORPORATION, CLASSIC RIB. WIDTH: 36 INCHES. HEIGHT: 3/4 INCH. THICKNESS: 26 GAGE. PROVIDE ALL TRIM (BASE, CORNERS, AND AT PERIMETER OF DOORS), SAME GAGE AS WALL PANELS. 2. ROOF PANELS: BASIS-OF-DESIGN: METAL SALES MANUFACTURING CORPORATION, CLASSIC RIB. WIDTH: 36 INCHES. HEIGHT: 3/4 INCH. THICKNESS: 26 GAGE. PROVIDE ALL TRIM (EAVE AND RIDGE), SAME GAGE AS WALL PANELS. 3. SOFFIT PANELS: BASIS-OF-DESIGN: ATAS INTERNATIONAL, WIND-LOK SOFFIT PANEL MPV120, MATERIAL: ALUMINUM, WIDTH: 12 INCHES, HEIGHT: 3/8 INCH, THICKNESS: 0.024 INCH. PROVIDE PERIMETER SUPPORT TRIM AND FASCIA PANELS. 4. SWING DOOR: PRE-HUNG METAL CLAD WOOD, INSULATED, 3'-0" WIDE BY 6 FEET 8 INCHES HIGH, FRAME: PAINTED WOOD, HARDWARE: A. HINGES B. WEATHERSTRIPPING AND HEAD AND JAMBS, SWEEP AT SILL C. METAL THRESHOLD D. LATCH TO COMPLY WITH ADA AND MATCH OWNER'S KEYING SYSTEM 5. SECTIONAL OVERHEAD DOOR: BASES-OF-DESIGN: OVERHEAD DOOR COMPANY, THERMOCORE INSULATED, FLUSH, MODEL 5720. SIZE: 10 FEET BY 10 FEET. ARCHITECTURAL SPECIFICATIONS: MICHIGAN BUILDING CODE: CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION SECTION 311 STORAGE GROUP S 3011.2 MODERATE HAZARD STORAGE CODE SUMMARY CHAPTER 9 - FIRE PROTECTION SYSTEMS SECTION 903 AUTOMATIC SPRINKLER SYSTEMS 903.2 NO REQUIREMENTS FOR SPRINKLER SYSTEMS SECTION 906 PORTABLE FIRE EXTINGUISHERS 906.1 EXTINGUISHER REQUIRED IN S OCCUPANCIES SECTION 907 FIRE ALARM AND DETECTION SYSTEMS 907.2 FIRE ALARM SYSTEM NOT REQUIRED CHAPTER 10 - MEANS OF EGRESS SECTION 1004 OCCUPANT LOAD TABLE 1004.1.2 WAREHOUSE 500 GROSS 1.200 SQ. FT. DEVID BY 500 = 3 OCCUPANTS SECTION 1006 NUMBER OF EXITS TABLE 1006.2.1 SPACES WITH ONE EXIT S OCCUPANCY WITH LESS THAN 29 OCCUPANTS SECTION 1013 EXIT SIGNS 1013.4 RAISED CHARACTER AND BRAILLE SIGNS AT EXIT DISCHARGES SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2, S-1, WITHOUT SPRINKLERS, 200 FT JURISDICTION: OTSEGO, MICHIGAN APPLICABLE CODES: BUILDING: 2015 MICHIGAN BUILDING CODE (MBC) 2015 MICHIGAN REHABILITATION CODE (MRC) 2012 NFPA 101 LIFE SAFETY CODE (LSC) MECHANICAL:2015 MICHIGAN MECHANICAL CODE (MMC) ASME BOILER AND PRESSURE VESSEL CODE ASME CODE FOR PRESSURE PIPING 2004 ASHREA STANDRAD 62.1 - VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY 2007 ASHREA STANDARD 15 - SAFETY STANDARD FOR REFRIGERATION SYSTEMS PLUMBING: 2015 MICHIGAN PLUMBING CODE (MPC) ELECTRICAL: 2017 NATIONAL ELECTRIC CODE FIRE: 2015 INTERNATIONAL FIRE CODE ENERGY: 2015 MICHIGAN ENERGY CODE (MEC) ASHRAE 90.1 2013 MICHIGAN PLUMBING CODE: CHAPTER 4 - FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 REQUIRED PLUMBING FIXTURES NOTE AT END OF TABLE INDICATED THIS BUILDING DOES NOT REQUIRE FIXTURES. MICHIGAN MECHANICAL CODE: CHAPTER 3 - GENERAL REGULATIONS NOT MECHANICAL SYSTEMS PLANNED FOR BUILDING ASHRAE 90.1 - 2013: SECTION 5 - BUILDING ENVELOPE NO HEATING OR COOLING SYSTEMS PLANNED FOR THIS BUILDING CHAPTER 6 - TYPES OF CONSTRUCTION TABLE 601 - TYPE VB - NO FIRE RATINGS REQUIRED SECTION 602 CONSTRUCTION CLASSIFICATION TABLE 602 FIRE SEPERATION, BUILDING IS GREATER THAN 30 FROM OTHER BUILDING 602.5 TYPE V, ANY MATERIAL PEERMITTED BY CODE CHAPTER 5 - BUILDING HEIGHTS AND AREAS TABLE 504.3 ALLOWABLE BUILDING HEIGHT S OCCUPANCY, TYPE VB CONSTRUCTION, NON SPRINKLERED, ALLOWS 40 FT. PROPOSING 18 FT. TABLE 504.4 ALLOWABLE STORIES S-1 OCCUPANCY, TYPE VB CONSTRUCTION, NON SPRINKLERED, ALLOWS 1 STORY PROPOSING 1 STORY TABLE 506.2 ALLOWABLE AREA S-1 OCCUPANCY, TYPE VB CONSTRUCTION, NON SPRINKLERED, ALLOWS 9,000 SQ. FT. PROPOSING 1,200 SQ. FT. DARK GREEN (MATCH EXISTING BUILDING ROOF COLOR) METAL PANEL FINISH LEGEND: TAN (MATCH EXISTING BUILDING MASONRY COLOR) BEIGE (MATCH EXISTING BUILDING EIFS COLOR) architecture · engineering WE RECYCLE CHECKED BY: DESIGNED BY: APPROVED BY: SHEET DATE: PROJ. www.c2ae.com BLACK WHITE THE BAR BELOW SHOWS GRAYSCALE FROM WHITE TO SOLID BLACK 12/14/2021 12:07:20 PM C:\Revit\2020\210106_A_jeremy.cassel.rvt Checker Designer Approver 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 STORAGE BUILDING A-101 14-DEC-2021 21-0106 BID DOCUMENTS OTSEGO COUNTY ANIMAL CONTROL FLOOR PLAN AND ELEVATIONS 1/4" = 1'-0" FIRST FLOOR PLAN 1/4" = 1'-0" 1 SOUTH ELEVATION 1/4" = 1'-0" 2 NORTH ELEVATION 1/4" = 1'-0" 3 EAST ELEVATION 1/4" = 1'-0" 4 WEST ELEVATION 1/4" = 1'-0" A BUILDING SECTION A REVISIONS REV DESCRIPTION DATE ---PAGE BREAK--- GENERAL NOTES A. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL STATE AND LOCAL CODES. B. AREAS ADJACENT TO THE PROJECT WORK AREA WITHIN THE FACILITY ARE TO REMAIN OPERATIONAL DURING NORMAL HOURS OF FACILITY OPERATION. COORDINATE ALL REQUIRED SYSTEM SHUTDOWNS WITH THE OWNER TO MINIMIZE DISRUPTION OF STAFF WITHIN THE FACILITY. C. WORK MAY BE REQUIRED TO BE PERFORMED DURING OFF HOURS TO AVOID INTERFERING WITH THE OPERATION OF THE FACILITY. D. COORDINATE THE INSTALLATION OF ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS WITH ARCHITECTURAL AND MECHANICAL PLANS, SPECIFICATIONS AND EQUIPMENT DRAWINGS. PROVIDE ALL NECESSARY EQUIPMENT POWER AND CONTROL CONNECTIONS NOT PROVIDED BY OTHERS WHETHER INDICATED ON THE DRAWINGS OR NOT. E. SEAL ALL WALL AND FLOOR PENETRATIONS TO MAINTAIN RATING. F. UNLESS OTHERWISE NOTED, ALL SINGLE PHASE BRANCH CIRCUITS FOR LIGHTING AND POWER SHALL BE 2#12 AND 1#12G IN ¾” CONDUIT. G. MULTIWIRE BRANCH CIRCUITS AS DEFINED BY THE NEC SHALL NOT BE USED. PROVIDE EACH SINGLE POLE CIRCUIT BREAKER/CIRCUIT WITH A SEPARATE NEUTRAL CONDUCTOR. H. INSTALL NO MORE THAN THREE SINGLE POLE BRANCH CIRCUITS IN A SINGLE CONDUIT (UP TO 3 PHASE CONDUCTORS, 3 GROUNDED CONDUCTORS AND 1 GROUNDING CONDUCTOR). I. ALL LOW VOLTAGE ELECTRICAL POWER CONDUCTORS SHALL BE STRANDED COPPER. J. INSTALL AN INSULATED, GREEN, GROUNDING CONDUCTOR IN ALL FEEDER AND BRANCH CIRCUIT RACEWAYS. K. SPLICE CABLES OR CONDUCTORS IN OUTLET BOXES, DEVICE BOXES, PULL BOXES, JUNCTION BOXES, MANHOLES OR HANDHOLES. DO NOT SPLICE CABLES OR CONDUCTORS IN CONDUIT BODIES. L. RECEPTACLES INDICATED AS GROUND FAULT CIRCUIT INTERRUPTER (GFI) TYPE MAY BE EITHER GFI RECEPTACLES OR DUPLEX RECEPTACLES CONNECTED TO A BRANCH CIRCUIT PROTECTED BY A GFI CIRCUIT BREAKER. M. ALL BELOW GRADE LOCATIONS WITHIN BUILDINGS ARE DAMP LOCATIONS UNLESS OTHERWISE NOTED. N. 120/208VAC CIRCUIT WIRING FOR ANY ROOM OR AREA MAY BE GROUPED INTO RACEWAYS AS REQUIRED UNLESS SEPARATE RACEWAYS ARE REQUIRED BY THE NEC. COMPLY WITH NEC REQUIREMENTS FOR CONDUCTOR DERATING. O. IF COMPLIANCE WITH TWO OR MORE DIFFERING STANDARDS, REQUIREMENTS, DRAWINGS OR SPECIFICATIONS OR ANY COMBINATION THEREOF IS SPECIFIED AND THESE ESTABLISH DIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS, COMPLY WITH THE MOST STRINGENT REQUIREMENT, THE MOST STRINGENT REQUIREMENT WILL BE THE BETTER QUALITY OR GREATER QUANTITY OF WORK AND WILL TYPICALLY BE THE MORE EXPENSIVE OPTION. REFER UNCERTAINTIES AND REQUIREMENTS THAT ARE DIFFERENT, BUT APPARENTLY EQUAL, TO ENGINEER FOR A DECISION BEFORE PROCEEDING. P. THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE THE MINIMUM PROVIDED OR PERFORMED. THE ACTUAL INSTALLATION MAY COMPLY EXACTLY WITH THE MINIMUM QUANTITY OR QUALITY SPECIFIED, OR IT MAY EXCEED THE MINIMUM WITHIN REASONABLE LIMITS. TO COMPLY WITH THESE REQUIREMENTS, INDICATED NUMERIC VALUES ARE MINIMUM OR MAXIMUM, AS APPROPRIATE, FOR THE CONTEXT OF REQUIREMENTS. REFER UNCERTAINTIES TO ENGINEER FOR A DECISION BEFORE PROCEEDING. Q. DESIGN DOCUMENTS MUST BE REPRODUCED IN THEIR ENTIRETY INCLUDING ALL PLANS, SPECIFICATIONS, AND FRONT END DOCUMENTS. R. ONLY COMPLETE DOCUMENT SETS ARE TO BE DISTRIBUTED TO SUBCONTRACTORS AND SUPPLIERS OF THE CONTRACTOR DURING BIDDING OR CONSTRUCTION. S. FAILURE TO REVIEW AND COMPLY WITH A FULL SET OF CONTRACT DOCUMENTS WILL NOT BE ACCEPTED AS A VALID REASON FOR FAILURE TO MEET THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. T. IF THE CONTRACTOR OR ANY SUBCONTRACTORS SUSPECT UNANTICIPATED HAZARDOUS MATERIALS ARE PRESENT, THE CONTRACTOR IS TO STOP ALL WORK AFFECTING SAID MATERIALS AND NOTIFY THE ENGINEER. U. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO COORDINATE PATHWAYS WITH THE SPACE AVAILABLE ABOVE THE CEILING. V. COORDINATE LOCATIONS OF ALL ELECTRICAL DEVICES WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, CIVIL, AND INTERIORS PRIOR TO ROUGH-IN. ALL CONFLICTS WITH FINISHES, ADJACENT CONSTRUCTION AND CONSTRUCTION DOCUMENTS ARE TO GENERATE AN RFI FROM THE CONTRACTOR TO THE ENGINEER PRIOR TO PROCEEDING WITH AND COMPLETION OF THE WORK. POWER/COMMUNICATIONS C - CONTRACTOR O - OWNER V - OWNER'S VENDOR BACKBOX & RACEWAY BY FURNISHED BY INSTALLED BY WIRED BY SYMBOL DESCRIPTION TYP. HT AFF C C C C RECEPTACLE, DUPLEX 18" C C C C RECEPTACLE, DUPLEX - SURFACE MOUNTED 18" C C C C RECEPTACLE, DUPLEX - 4" ABOVE OR BOD 44" C C C C RECEPTACLE, DUPLEX - SWITCHED 18" C C C C RECEPTACLE, DUPLEX - CRITICAL POWER 18" C C C C RECEPTACLE, DUPLEX - EMERGENCY POWER 18" C C C C RECEPTACLE, DUPLEX - GFCI 18" C C C C RECEPTACLE, DUPLEX - WEATHERPROOF GFCI 18" C C C C RECEPTACLE, DUPLEX - USB 18" C C C C RECEPTACLE, DUPLEX - SENSOR CONTROLLED 18" C C C C RECEPTACLE, QUAD 18" C C C C RECEPTACLE, SINGLE 18" C C C C RECEPTACLE, SPECIAL - DIRECT WIRE OR PROVIDE MATCHING RECEPT PER MANUFACTURER'S RECOMMENDATION 18" C C C C FLOOR BOX, DUPLEX C C C C FLOOR BOX, QUAD AC SW GFI WP C C C C FLOOR BOX, SPECIAL - DIRECT WIRE TO FURNITURE OR EQUIPMENT PER MANUFACTURER'S RECOMMENDATION C C C C WALL BOX, TV - REFER TO DETAIL XX/E-XXX, HEIGHT NOTED ON DRAWINGS C C C C JUNCTION BOX - 4" SQUARE RECESSED BOX WITH 1" CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE C C C C RECEPTACLE, DATA - 4" SQUARE RECESSED BOX WITH 1-GANG MUD RING AND 1" CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE C C C C SPEAKERS, CEILING OR WALL TV J S C C C C CORD REEL, CEILING MOUNTED C C C C WIRELESS ACCESS POINT - CEILING MOUNTED WAP S C C C C CLOCK 96" C C C C C RECEPTACLE, DUPLEX, CEILING MOUNTED LIGHTING C - CONTRACTOR O - OWNER V - OWNER'S VENDOR BACKBOX & RACEWAY BY FURNISHED BY INSTALLED BY WIRED BY SYMBOL DESCRIPTION TYP. HT AFF C C C C SWITCH, SINGLE POLE BOD 44" C C C C SWITCH, SINGLE POLE 3-WAY BOD 44" C C C C SWITCH, SINGLE POLE W/ DIMMING BOD 44" 3 D C C C C LIGHT FIXTURE, SURFACE MOUNTED RECTANGULAR C C C C LIGHT FIXTURE, INDUSTRIAL STRIP C C C C LIGHT FIXTURE, WALL MOUNTED EXIT SIGN C C C C LIGHT FIXTURE, CEILING MOUNTED EXIT SIGN C C C C LIGHT FIXTURE, WALL OR BUILDING MOUNTED SCONCE C C C C LIGHT FIXTURE, POLE MOUNTED AREA LIGHT C C C C LIGHT FIXTURE, BUILDING MOUNTED WALL PACK C C C C LIGHT FIXTURE ON EMERGENCY POWER EQUIPMENT/WIRING C - CONTRACTOR O - OWNER V - OWNER'S VENDOR BACKBOX & RACEWAY BY FURNISHED BY INSTALLED BY WIRED BY SYMBOL DESCRIPTION TYP. HT AFF C C C C SWITCH, SINGLE POLE BOD 44" C C C C SWITCH, PRESET TIMER SWITCH BOD 44" C C C C SWITCH, SINGLE POLE FUSED - SIZE PER EQUIPMENT, MOUNT TO EQUIPMENT OR BOD 44" C C C C SWITCH, MANUAL MOTOR STARTER - SIZE PER EQUIPMENT, MOUNT TO EQUIPMENT OR BOD 44" C C C C DISCONNECT, NON-FUSED TOD 72" C C C C DISCONNECT, FUSED TOD 72" C C C C STARTER TOD 72" C C C C COMBINATION STARTER/DISCONNECT, NON-FUSED TOD 72" C C C C COMBINATION STARTER/DISCONNECT, FUSED TOD 72" C C C C VARIABLE FREQUENCY DRIVE TOD 72" C C C C MOTOR, SINGLE PHASE C C C C MOTOR, THREE PHASE C C C C GROUNDING BUS BAR 18" C C C C ELECTRICAL PANEL, SURFACE OR RECESSED TOD 72" C C C C DATA RACK T F MM C GBB C C C C ELECTRICAL CONDUIT C C C C ELECTRICAL CONDUIT, UNDERGROUND C C C C ELECTRICAL CONDUIT, VERTICAL RUN C C C C PUSH BUTTON OPERATOR TOD 72" C C C C 3 BUTTON OPERATOR TOD 72" architecture · engineering WE RECYCLE CHECKED BY: DESIGNED BY: APPROVED BY: SHEET DATE: PROJ. www.c2ae.com 12/14/2021 12:18:57 PM C:\Revit\2020\210106_E_jeremy.cassel.rvt Checker Designer Approver 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 STORAGE BUILDING E-001 14-DEC-2021 21-0106 BID DOCUMENTS OTSEGO COUNTY ANIMAL CONTROL GENERAL NOTES AND LEGENDS ELECTRICAL ABBREVIATIONS NTS NOT TO SCALE OC ON CENTER OCP ODOR CONTROL PANEL OD OUTSIDE DIAMETER OL OVERLOADS THERMAL OLC OUTDOOR LIGHTING CONTACTOR OS OCCUPANCY SENSOR P POLE OR PUMP PA PUBLIC ADDRESS PB PUSHBUTTON OR PULL BOX PBPU PREFABRICATED BEDSIDE PATIENT UNIT PC PHOTO-SWITCH PCB BIPHENYL PEC PHOTOELECTRIC CELL PED PEDESTAL PEND PENDANT PF POWER FACTOR PFRE POWER FAILURE RELAY ENCLOSURE PH PHASE PLC PROGRAMMABLE LOGIC CONTROLLER PNL PANEL PTT PUSH-TO-TEST PVC POLYVINYL CHLORIDE (PLASTIC) PWR POWER R RELAY RCP REFLECTED CEILING PLAN REC RECESSED RECEPT RECEPTACLE REQD REQUIRED RGS RIGID GALVANIZED STEEL RM ROOM RMC RIGID METAL CONDUIT SASW SAFETY SWITCH SCC SHORT CIRCUIT CAPACITY SD SMOKE DETECTOR SES SERVICE ENTRANCE SECTION SF SQUARE FOOT (FEET) SH SHIELDED SHT SHEET SI INTERNATIONAL SYSTEM OF UNITS SPD SURGE PROTECTIVE DEVICE SPEC SPECIFICATION SPST SINGLE POLE, SINGLE THROW SURF SURFACE SW SWITCH SWBD SWITCHBOARD SWD SWITCHING DUTY SWGR SWITCHGEAR SZ SIZE TB TERMINAL BOX TC TIME CLOCK TEL TELEPHONE TP TWISTED PAIR TPS TWISTED PAIR SHIELDED TTB TELEPHONE TERMINAL BOARD TV TELEVISION TYP TYPICAL UFD UNDERFLOOR DUCT UGND UNDERGROUND UL UNDERWRITERS LABORATORY UNV UNIVERSAL VOLTAGE DRIVER UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY UTIL UTILITY V VOLT VA VOLT AMPERE VFC VARIABLE FREQUENCY CONTROLLER VFD VARIABLE FREQUENCY DRIVE VM VOLT METER VOLT VOLTAGE VSC-X VENTILATION CONTROL STATION, TYPE X W WATT W WIRE W/ WITH WH WATER HEATER WP WEATHERPROOF XFAF XX AMPERE FUSE XFAS XX AMPERE SWITCH XFER TRANSFER XFMR TRANSFORMER XP EXPLOSION PROOF ELECTRICAL ABBREVIATIONS EXIST EXISTING EXP EXPLOSION PROOF EXT EXTERNAL FIELD LOCATED FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FDR FEEDER FF FINISH FLOOR FIXT FIXTURE FLA FULL LOAD AMPS FLEX FLEXIBLE METALLIC CONDUIT FLUOR FLUORESCENT FP FIRE PROTECTION FT FEET OR FOOT FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GC GENERAL CONTRACTOR GDP GENERATOR DISTRIBUTION PANEL GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND HH HANDHOLE HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSE POWER HT HEIGHT HZ HERTZ IESNA ILLUMINATION ENGINEERING SOCIETY OF NORTH AMERICA IMC INTERMEDIATE METAL CONDUIT IR INFRARED IS INSTANT START (BALLAST) IWH INSTANTANEOUS WATER HEATER JB JUNCTION BOX JXN JUNCTION BOX KV KILOVOLT KVA KILOVOLT AMPERE KVAR KILOVOLT AMPERE REACTIVE KW KILOWATT LC LIGHTING CONTACTOR LED LIGHT EMITTING DIODE LF LINEAR FEET LGR BMS CONTROLLER PANEL LM LUMEN LPS LOW PRESSURE SODIUM LRA LOCKED ROTOR AMPS LT LIGHT LTG LIGHTING LTG PNL LIGHTING PANEL LTNG LIGHTNING LV LOW VOLTAGE MATV MASTER ANTENNA TELEVISION SYSTEM MAX MAXIMUM MC METAL-CLAD MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCP MIXER CONTROL PANEL MDP MAIN DISTRIBUTION PANEL MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MICRO MICROWAVE MIN MINIMUM MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MSB MAIN SWITCH BOARD MT MOUNT MTD MOUNTED MTG MOUNTING MTR MOTOR MTS MANUAL TRANSFER SWITCH MV MEDIUM VOLTAGE N NEUTRAL NA NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN ELECTRICAL ABBREVIATIONS 1P SINGLE POLE 1PH SINGLE PHASE 2P TWO POLE 3P THREE POLE 3PH THREE PHASE © COPYRIGHT ° DEGREES Δ DELTA Φ PHASE ∟ ANGLE A AMP AAP ALARM ANNUNCIATOR PANEL AC AIRCRAFT CABLE AC ABOVE COUNTER ACU AIR CONDITIONING UNIT AF AMP FUSE AFC AVAILABLE FAULT CURRENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT ASC AMPS SHORT CIRCUIT AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE BC BARE COPPER BD BOARD BFF BELOW FINISHED FLOOR BKR BREAKER BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DEVICE BOF BOTTOM OF FIXTURE BYP BYPASS C CONDUIT CCR CONTROL CONTACT CCTV CLOSED CIRCUIT TELEVISION CF CONTRACTOR FURNISHED CF/CI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED / OWNER INSTALLED CHH COMMUNICATIONS HANDHOLE CKT CIRCUIT CKT BKR CIRCUIT BREAKER CLF CURRENT LIMITING FUSE CLG CEILING CMH COMMUNICATIONS MANHOLE COAX COAX CABLE COMM COMMUNICATION CP CONTROL PANEL CRI COLOR RENDERING INDEX CT CURRENT TRANSFORMER CTV CABLE TV CU COPPER D DATA DB DIRECT BURIAL DCP DIMMER CONTROL PANEL DEG C DEGREES CELSIUS DEG F DEGREES FAHRENHEIT DEMO DEMOLITION DISC DISCONNECT DIST DISTRIBUTION DMR DIMMER DN DOWN DPDT DOUBLE POLE, DOUBLE THROW DPST DOUBLE POLE, SINGLE THROW EXISTING EC ELECTRICAL CONTRACTOR EG EQUIPMENT GROUND EHH ELECTRICAL HANDHOLE ELEC ELECTRIC OR ELECTRICAL ELEV ELEVATOR EM EMERGENCY EMH ELECTRICAL MANHOLE EMI ELECTROMAGNETIC INTERFERENCE EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EPO EMERGENCY POWER OFF ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EX EXISTING REVISIONS REV DESCRIPTION DATE ---PAGE BREAK--- D 1 2 F A B C D E 1.2 1.5 1.8 LP1 LP1,3 LP1,4 LP1,2 LP1,2 LP1,4 LP1,3 +48" +48" +48" +48" +48" +48" AEM A A AEM A A AEM A A AEM A LP1, 1 1 W LP1, 1 ELECTRICAL KEYNOTES 1 NEW 100A ELECTRIC PANEL, 100A MAIN CIRCUIT BREAKER. NEW UNDERGROUND FEED TO A NEW 2P100A BREAKER IN EXISTING MDP IN MAIN BUILDING APROXIMATELY 130' AWAY. 3#3, #8G, 1 1/4"C. SCHD 40 PVC FOR UNDERGROUND AND OUTDOOR USE. ELECTRICAL METALLIC TUBING FOR ROUTING INSIDE BUILDING. 1. CONTRACTOR MAY SUBSTITUTE LUMINAIRES BY OTHER MANUFACTURERS IF EQUAL IN ALL RESPECTS TO THE SCHEDULED LUMINAIRES. PRE-APPROVED MANUFACTURERS ARE TO BE EATON, ACUITY, PHILIPS AND HUBBELL. REFER TO THE INSTRUCTIONS FOR BIDDERS AND DIVISION 1 SPECIFICATIONS FOR SUBMITTAL PROCEDURES. 2. CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF LUMINAIRES WITH CEILING MATERIAL, ADJACENT CONSTRUCTION AND ADJACENT FINISHES PRIOR TO SHOP DRAWING SUBMITTAL AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS WITH THE PROPOSED INSTALLATION. 3. CONTRACTOR IS RESPONSIBLE FOR ALL MISCELLANEOUS HARDWARE NECESSARY AT, ABOVE OR BELOW THE CEILING PLANE TO SUPPORT THE LUMINAIRES. 4. LUMINAIRES SHALL BE UL LISTED AND BEAR THE APPROPRIATE LABEL. 5. LUMINAIRE MODEL IS INDICATIVE OF THE STYLE OF LUMINAIRE REQUIRED. CONTRACTOR SHALL PROVIDE LUMINAIRES WITH PROPER TRIM, VOLTAGE AND OPTIONS NECESSARY FOR INSTALLATION. 6. EMERGENCY LIGHTING CALCULATIONS: CONFIRM COMPLIANCE WITH BUILDING CODE REQUIREMENTS FOR EMERGENCY LIGHTING LEVELS AND DEMONSTRATE COMPLIANCE BY GENERATING AND SUBMITTING A POINT BY POINT LIGHTING CALCULATION BASED UPON ACTUAL FIXTURES USED IN ACTUAL LOCATIONS. architecture · engineering WE RECYCLE CHECKED BY: DESIGNED BY: APPROVED BY: SHEET DATE: PROJ. www.c2ae.com 12/14/2021 12:18:55 PM C:\Revit\2020\210106_E_jeremy.cassel.rvt Checker Designer Approver 256 FAIRVIEW ROAD, OTSEGO, MICHIGAN 49735 STORAGE BUILDING E101 14-DEC-2021 21-0106 BID DOCUMENTS OTSEGO COUNTY ANIMAL CONTROL ELECTRICAL PLAN 1/4" = 1'-0" ELECTRICAL PLAN REVISIONS REV DESCRIPTION DATE TOTAL ESTIMATED DEMAND... 7 A TOTAL CONNECTED CURRENT: 7 A Lighting - Exterior 60.0 VA 1.00 60.0 VA TOTAL ESTIMATED DEMAND: 1630.7 VA RECEPTACLE 1080.0 VA 1.00 1080.0 VA TOTAL CONNECTED LOAD: 1630.7 VA LIGHTING 493.6 VA 1.00 493.6 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS: 8 A 6 A TOTAL LOAD: 910.8 VA 720.0 VA 15 16 13 14 11 12 9 10 7 8 5 6 3 Garage receptacle 20 A 1 360 360 1 20 A Garage Receptacle 4 1 LIGHTING 20 A 1 551 360 1 20 A Garage Receptacle 2 CKT DESCRIPTION TRIP POLES A (VA) B (VA) POLES TRIP DESCRIPTION CKT NOTES: ENCLOSURE: NEMA 1 MOUNTING: SURFACE WIRES: 3 MAIN RATING: 100 A SUPPLY FROM: 3#3+G-1 1/4"C PHASES: 1 MAIN TYPE: MCB LOCATION: STORAGE 101 VOLTS: 120/240 Single A.I.C. RATING: 22,000 A SYMMETRICAL PANELBOARD LP1 LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MANUF. MODEL MOUNTING LAMP TYPE FIXTURE WATTS VOLTAGE LUMENS COLOR TEMP. CONTROLS REMARKS A 4' SURFACE MOUNT LITHONIA CLX SERIES SURFACE LED 36 120 6000 4000K 0-10V DIMMING MOUNT TO BOTTOM OF TRUSSES AEM 4' SURFACE MOUNT WITH 10W BATTERY BACK UP LITHONIA CLX SERIES SURFACE LED 36 120 6000 4000K 0-10V DIMMING MOUNT TO BOTTOM OF TRUSSES W EXTERIOR WALL PACK WITH 10W BATTERY BACK UP LITHONIA WDGE2LED WALL MOUNT LED 48 120 6000 4000K PIR MOTION SENSOR AND PHOTOCELL 'PIR1FC3V' MOUNT AT 15' AFG