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GENERAL CONSTRUCTION NOTES
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<br />STRUCTURAL NOTES •Mobile •
<br />1. THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY.
<br />2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC
<br />OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE
<br />FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY
<br />TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
<br />3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE
<br />JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD
<br />CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE
<br />ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY
<br />DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE
<br />IMPLEMENTATION ENGINEER AND ARCHITECT /ENGINEER PRIOR TO PROCEEDING
<br />WITH THE WORK.
<br />4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED
<br />BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED
<br />BY THE CONTRACT DOCUMENTS.
<br />5. CONTRACTOR SHALL CONTACT LOCAL DIGGERS HOTLINE 48 HOURS PRIOR
<br />TO PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.
<br />6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN
<br />ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY
<br />INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE
<br />PRECEDENCE.
<br />7. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
<br />ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES.
<br />CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
<br />ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
<br />AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND
<br />ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL
<br />APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND
<br />STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
<br />S. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,
<br />USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY
<br />RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
<br />SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE
<br />WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH
<br />THE CONSTRUCTION FIELD ENGINEER AND WITH THE LANDLORD'S AUTHORIZED
<br />REPRESENTATIVE.
<br />9. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR
<br />MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,
<br />AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
<br />10. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE
<br />PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH
<br />THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY
<br />SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS
<br />AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY
<br />THE ARCHITECT /ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY
<br />DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
<br />DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE PLAT OF
<br />SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO
<br />NOTIFY THE ARCHITECT /ENGINEER.
<br />1.0 GENERAL CONDITIONS
<br />1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO
<br />THE APPROVED EDITION OF THE IBC EDITION AND ALL OTHER
<br />APPLICABLE STATE CODES, ORDINANCES, AND REGULATIONS. IN CASE
<br />OF CONFLICT BETWEEN THE CODES, STANDARDS, AND REGULATIONS.
<br />SPECIFICATIONS, GENERAL NOTES AND /OR MANUFACTURER'S
<br />REQUIREMENTS. USE THE MOST STRINGENT PROVISION.
<br />1.2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS
<br />PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR
<br />INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL
<br />EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION
<br />MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILITY
<br />WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES,
<br />LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE
<br />WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE
<br />WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR THE
<br />CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
<br />PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING
<br />ACT IN CONNECTION WITH THE WORK.
<br />1.3 DO NOT SCALE DRAWINGS.
<br />1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER
<br />MANUFACTURER DRAWINGS.
<br />1.5 SUBMIT ONE SEPIA AND TWO PRINTS OF ALL STRUCTURAL SHOP
<br />DRAWINGS. MARKED UP SEPIA SHALL BE RETURNED.
<br />1.6 DESIGN LOADS ARE:
<br />WIND SPEED 90 MPH 3 SEC EXP C
<br />SNOW LOAD 42 PSF
<br />2.0 STEEL
<br />2.1 MEET OR EXCEED THE FOLLOWING CODES & STANDARDS
<br />(LATEST EDITION) EXCEPT AS NOTED:
<br />A. STRUCTURAL STEEL ... AISC SPECIFICATION & CODE OF STANDARD
<br />PRACTICE
<br />— SHAPES AND PLATES ... ASTM A572
<br />— PLATES BENT OR COLD FORMED..ASTM A 283, GRADE C
<br />—PIPES ... ASTM A 53, GRADE B
<br />— STRUCTURAL SHEETS, HOT ROLLED ... ASTM A 510
<br />—COLD FORMED STEEL TUBING ... ASTM A 500 GRADE B
<br />— BOLTS, NUTS & WASHERS FOR ANCHOR BOLTS AND SECONDARY
<br />CONNECTIONS ... ASTM A307
<br />—ALL STEEL SHALL BE HOT— DIPPED GALVANIZED.
<br />B. WELDS ... AWS E 70XX
<br />EXCEPTION IS TAKEN TO AISC CODE OF STANDARD PRACTICE
<br />PARAGRAPH 4.2.1 REGARDING OWNERS AND FABRICATOR'S
<br />RESPONSIBILITY FOR CONNECTION DESIGN AND DETAILING IS THE
<br />CONTRACTORS RESPONSIBILITY. ENGINEER'S REVIEW OF SHOP
<br />DRAWINGS IS FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT
<br />CONSTITUTE AN ACCEPTANCE OF THESE RESPONSIBILITIES BY THE
<br />OWNER AND /OR ENGINEER.
<br />3.0 STANDARDS FOR ALL CONCRETE WORK
<br />3.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318 OR
<br />LATEST. DETAIL REINFORCING IN CONFORMANCE WITH ACI. SP66
<br />LATEST.
<br />3.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS
<br />DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP
<br />SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR
<br />DIAMETERS.
<br />3.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT
<br />REINFORCING AT POSITIONS SHOW ON DRAWINGS.
<br />3.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT
<br />SIDE AND END LAPS SHALL BE TIED TOGETHER.
<br />3.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS
<br />AFTER POURING.
<br />3.6 COMPACT STRUCTURAL FILL 959 PROCTOR DENSITY PRIOR TO
<br />PLACING CONCRETE UNDER SLABS.
<br />17 1/4" CHAMFER ON ALL CORNERS AND EDGES.
<br />3.8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A
<br />MINIMUM OF 28 DAY STRENGTH OF 3000 PSI., 4" SLUMP AND A
<br />MINIMUM AIR ENTRAPMENT OF 4 %.
<br />3.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING
<br />MESH SHALL CONFORM TO ASTM A 185.
<br />GROWN
<br />CASTLE
<br />AlN0924G
<br />WOLKENSTORFER
<br />CCI SITE # 829143
<br />348 1 ST ST. SW
<br />NEW BRIGHTON, MN, 55112
<br />IED FOR:
<br />CONSTRUCTION
<br />EMSC
<br />M7A,;
<br />CENTERLINE
<br />Advancing Wireless Networks
<br />16360 TABLE MOUNTAIN PARKWAY
<br />GOLDEN, CO 80403
<br />303 - 993 -3293
<br />W W W CENTERLINESOLUTIONS.COM
<br />DL I JN I KS
<br />PROI _ '!3;0NA1.. ENGIIWEER
<br />I i,t:rL y certify that this plan, specification, or
<br />report n Is prepared by me or under my direct
<br />super +:s on and that I am a duly Licensed
<br />PI Oos 5i mal Engineer under the laws of the
<br />State 14 It>> IGsota.
<br />Prints ne: Khristopher 4arnes Scolf
<br />Sign h rc `
<br />Datc' S Q P14-- License # 50231
<br />GENERAL
<br />NOTES
<br />SCALES SET FOR A 2445" 'D' SIZE SHEET
<br />GN1
<br />CENTERLINE
<br />Advancing Wireless Networks
<br />16360 TABLE MOUNTAIN PARKWAY
<br />GOLDEN, CO 80403
<br />303 - 993 -3293
<br />W W W CENTERLINESOLUTIONS.COM
<br />DL I JN I KS
<br />PROI _ '!3;0NA1.. ENGIIWEER
<br />I i,t:rL y certify that this plan, specification, or
<br />report n Is prepared by me or under my direct
<br />super +:s on and that I am a duly Licensed
<br />PI Oos 5i mal Engineer under the laws of the
<br />State 14 It>> IGsota.
<br />Prints ne: Khristopher 4arnes Scolf
<br />Sign h rc `
<br />Datc' S Q P14-- License # 50231
<br />GENERAL
<br />NOTES
<br />SCALES SET FOR A 2445" 'D' SIZE SHEET
<br />GN1
<br />
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