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/ GENERAL CONSTRUCTION NOTES \ rri
<br /> STRUCTURAL NOTES all n a Mobile•
<br /> 1. THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY. 1.0 GENERAL CONDITIONS
<br /> 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC 1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO
<br /> OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE THE APPROVED EDITION OF THE IBC EDITION AND ALL OTHER CROWN
<br /> FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY APPLICABLE STATE CODES, ORDINANCES, AND REGULATIONS. IN CASE CASTLE
<br /> TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF CONFLICT BETWEEN THE CODES, STANDARDS, AND REGULATIONS. `�
<br /> SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURER'S / ROJECT INFORMATION:
<br /> 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE REQUIREMENTS. USE THE MOST STRINGENT PROVISION.
<br /> JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD Al N0924G
<br /> CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE 1.2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS
<br /> ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR WOLKENSTORFER
<br /> DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL
<br /> IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION CCI SITE 829143
<br /> WITH THE WORK. MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILITY
<br /> WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES. 348 1ST ST. SW
<br /> 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE NEW BRIGHTON, MN, 55112
<br /> BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE `ISSUED FOR:
<br /> BY THE CONTRACT DOCUMENTS. WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR THE
<br /> CONSTRUCTION NS, OR
<br /> 5. CONTRACTOR SHALL CONTACT LOCAL DIGGERS HOTLINE 48 HOURS PRIOR
<br /> PROCEDURES TO CONFORMHODS, NES TOUTHESEQUENCES SATE SCAFFOLDING CONSTRUCTION
<br /> TO PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION. ACT IN CONNECTION WITH THE WORK.
<br /> EV.:=DATE: DESCRIPTION: •
<br /> 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN 1.3 DO NOT SCALE DRAWINGS.
<br /> ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY 8/05/14 PREUM CONST OL
<br /> INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE 1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER ® 9/2/14 CONSTRUCTION JN
<br /> PRECEDENCE. MANUFACTURER DRAWINGS.
<br /> 7. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT 1.5 SUBMIT ONE SEPIA AND TWO PRINTS OF ALL STRUCTURAL SHOP
<br /> ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. DRAWINGS. MARKED UP SEPIA SHALL BE RETURNED. A
<br /> CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, Q
<br /> ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 1.6 DESIGN LOADS ARE:
<br /> AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND WIND SPEED 90 MPH 3 SEC EXP C Q
<br /> ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL SNOW LOAD 42 PSF
<br /> APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND A
<br /> STATE JURISDICTIONAL CODES, ORDINANCES AND APPUCABLE REGULATIONS. 2.0 STEEL
<br /> A
<br /> 8. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, 2.1 MEET OR EXCEED THE FOLLOWING CODES & STANDARDS
<br /> USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY (LATEST EDITION) EXCEPT AS NOTED: A
<br /> RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
<br /> SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE A. STRUCTURAL STEEL...AISC SPECIFICATION & CODE OF STANDARD LANS PREPARED BY: 1
<br /> WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH PRACTICE
<br /> THE CONSTRUCTION FIELD ENGINEER AND WITH THE LANDLORD'S AUTHORIZED -SHAPES AND PLATES...ASTM A572 *CENTERLINE
<br /> REPRESENTATIVE. -PLATES BENT OR COLD FORMED..ASTM A 283, GRADE C t.
<br /> 9. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR -S-STRUUCTCTURURAALL A 53, GRADE B
<br /> SHEETS, HOT ROLLED..ASTM A 510 Advancing lOelessNetworks
<br /> MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, -COLD FORMED STEEL TUBING...ASTM A 500 GRADE B
<br /> 16360 TABLE MOUNTAIN PARKWAY
<br /> AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. -BOLTS, NUTS & WASHERS FOR ANCHOR BOLTS AND SECONDARY GOLDEN.CO 80403
<br /> CONNECTIONS...ASTM A307 303-993-3293
<br /> 10. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE -ALL STEEL SHALL BE HOT-DIPPED GALVANIZED. WWWCENTERLINESOWTIONS.COM
<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 B. WELDS...AWS E 70XX \ _J
<br /> RAWN BY:-CHK.:= ..
<br /> SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS EXCEPTION IS TAKEN TO AISC CODE OF STANDARD PRACTICE EX IJN 1 -D
<br /> KS
<br /> AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY PARAGRAPH 4.2.1 REGARDING OWNERS AND FABRICATOR'S
<br /> THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY RESPONSIBILITY FOR CONNECTION DESIGN AND DETAILING IS THE CENSURE:
<br /> DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING CONTRACTORS RESPONSIBILITY. ENGINEER'S REVIEW OF SHOP 1
<br /> DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE PLAT OF DRAWINGS IS FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT
<br /> SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO CONSTITUTE AN ACCEPTANCE OF THESE RESPONSIBILITIES BY THE
<br /> NOTIFY THE ARCHITECT/ENGINEER. OWNER AND/OR ENGINEER.
<br /> 3.0 STANDARDS FOR ALL CONCRETE WORK H�RQ-
<br /> Certify that this plan,specification, or
<br /> 3.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318 OR report rN Is prepared by me or under my direct
<br /> LATEST. DETAIL REINFORCING IN CONFORMANCE WITH ACI. SP66 supers:S On and that I am a duly Licensed
<br /> LATEST. P:nfevai anal Engineer under the laws of the
<br /> 3.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS State of Mini Icsota.
<br /> DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP Khristopher�mes SA
<br /> t SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR Print None• p
<br /> DIAMETERS.
<br /> 3.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT SigI1 tt rcll
<br /> REINFORCING AT POSITIONS SHOW ON DRAWINGS. DaleSCpp ) 111/ License# 50231 ;
<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 GENERAL
<br /> AFTER POURING. NOTES
<br /> 3.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO
<br /> PLACING CONCRETE UNDER SLABS.
<br /> 3.7 1/4" CHAMFER ON ALL CORNERS AND EDGES.
<br /> ,SCALES SET FOR A 245e36' "D"SIZE SHEET J
<br /> 3.8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A 'SHEET NUMBER:
<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 /> G N "I
<br /> MESH SHALL CONFORM TO ASTM A 185.
<br />
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