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o GENERAL NOTES , •..
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<br /> 9. ALL METAL HARDWARE FOR FASTENING WOOD LUMBER SHALL BE DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND 2. SITE OBSERVATIONS BY FIELD REPRESENTATIVES OF WALTER P.MOORE AND TYP TYPICAL •vRA1 p moore
<br /> MANUFACTURED BY SIMPSON STRONG-TIE COMPANY INC.ALTERNATES SHALL ENGINEER PRIOR TO THE FABRICATION AND INSTALLATION OF ANY ASSOCIATES IS SOLELY FOR THE PURPOSE OF BECOMING GENERALLY VERT VERTICAL if
<br /> B APPR VED Y TH FOR RIOR TO SU PLY DIN TAL TION. STRUCTURAL MEMBERS. FAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK COMPLETED AND WT WEIGHT
<br /> C. CONFLICTS IN STRUCTURAL REQUIREMENTS DETERMINING,IN GENERAL,IF THE WORK OBSERVED IS BEING PERFORMED IN WWWF WELDED WIRE FABRIC Walter P Moore and Associates,Inc.
<br /> 10. ALL METAL HARDWARE SHALL BE INSTALLED ACCORDING TO A MANNER INDICATING THAT THE WORK,WHEN FULLY COMPLETED,WILL BE IN W R WELDED WIRE REINFORCEMENT
<br /> MANUFACTURER'S RECOMMENDATIONS. 1. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL ACCORDANCE WITH THE CONTRACT DOCUMENTS.THIS LIMITED SITE 203 North LaSalle Street,Suite 2100
<br /> 11. NAIL WALL AND ROOF SHEATHING TO SUPPORT MEMBERS WITH 8D NAILS AT 6" CONTRACT DOCUMENTS,STRUCTURAL DRAWINGS,GENERAL NOTES,AND OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS Chicago,IL 60601
<br /> ON CENTER AT EDGES AND 8D NAILS AT 12"ON CENTER IN FIELD,UNLESS SPECIFICATIONS,THE STRICTEST REQUIREMENTS,AS INDICATED BY THE TO CHECK THE QUALITY OR QUANTITY OF THE WORK,BUT RATHER PERIODIC
<br /> NOTED OTHERWISE. ENGINEER,SHALL GOVERN. IN AN EFFORT TO GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN
<br /> D. EXISTING CONDITIONS THE WORK OF THE CONTRACTOR.
<br /> 12. SHEATHING FASTENERS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS I. MAINTENANCE STATEMENT
<br /> FLUSH WITH THE SURFACE OF THE SHEATHING.FASTENERS SHALL NOT BE 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE 312.260.2900
<br /> OVERDRIVEN.OVERDRIVEN NAILS SHALL BE REPLACED. EXISTING BUILDING AT THE JOB SITE AND REPORT ANY DISCREPANCIES FROM 1. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFESPAN
<br /> ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO ENGINEER PRIOR TO AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE
<br /> 13. MECHANICALLY DRIVEN NAILS USED IN WOOD STRUCTURAL PANEL SHEAR THE FABRICATION AND ERECTION OF ANY MEMBERS. EXISTING DIMENSIONS ENVIRONMENT.A PLANNED PROGRAM OF MAINTENANCE SHALL BE Project Name
<br /> WALLS SHALL HAVE THE SAME DIMENSIONS AS THAT REQUIRED FOR HAND- SHOWN ON THE DRAWINGS ARE FOR GENERAL REFERENCE ONLY AND ESTABLISHED BY THE BUILDING OWNER.THIS PROGRAM SHALL INCLUDE
<br /> DRIVEN NAILS(DIAMETER,MINIMUM LENGTH,AND MINIMUM HEAD DIAMETER). SHOULD NOT BE USED FOR FINAL CONSTRUCTION OR DETAILING. ITEMS SUCH AS BUT NOT LIMITED TO PAINTING OF STRUCTURAL STEEL,
<br /> CLIPPED HEAD OR BOX NAILS SHALL NOT BE PERMITTED IN NEW 2. EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED FROM PROTECTIVE COATING FOR CONCRETE,REPLACEMENT OF FAILED SEALANTS,
<br /> CONSTRUCTION. EXISTING CONSTRUCTION DOCUMENTS AND LIMITED SITE OBSERVATION. CAULKED JOINTS,EXPANSION JOINTS,CONTROL JOINTS,REPAIR OF SPALLS
<br /> C. INCISING THESE DRAWINGS OF EXISTING CONSTRUCTION ARE AVAILABLE FOR AND CRACKS IN CONCRETE,AND PRESSURE WASHING OF EXPOSED
<br /> CONTRACTOR USE AND SHALL BE REFERENCED FOR FAMILIARIZATION WITH STRUCTURAL ELEMENTS EXPOSED TO A HUMID ENVIRONMENT. N V5 ZAP
<br /> 1. INCISING,CUTTING,OR NOTCHING OF STRUCTURAL LUMBER TO ALTER EXISTING CONDITIONS. HOWEVER,THE AVAILABLE DRAWINGS OF EXISTING J. CONSTRUCTION SAFEGUARDS
<br /> MEMBER CURVATURE OR TO STRAIGHTEN MEMBER IS PROHIBITED EXCEPT CONSTRUCTION ARE NOT NECESSARILY COMPLETE.THE CONTRACTOR IS ENERGY
<br /> WHERE DIRECTED BY THE ENGINEER OF RECORD. RESPONSIBLE FOR BEING KNOWLEDGEABLE ON INFORMATION PRESENTED IN 1. CONSTRUCTION SAFEGUARDS GOVERNING SAFETY DURING CONSTRUCTION,
<br /> AVAILABLE DRAWINGS AND SHALL FIELD VERIFY ALL PERTINENT INFORMATION. THE PROTECTION OF ADJACENT PUBLIC AND PRIVATE PROPERTIES,
<br /> Vill, SPECIAL INSPECTIONS 3. DEMOLITION,CUTTING,DRILLING,ETC.OF EXISTING WORK SHALL BE PROTECTION OF BUILDING OCCUPANTS,AND PROTECTION OF PEOPLE
<br /> A. STATEMENT OF SPECIAL INSPECTIONS PERFORMED WITH GREAT CARE SO AS NOT TO JEOPARDIZE THE STRUCTURAL ADJACENT TO THE CONSTRUCTION AREA SHALL BE PER REQUIREMENTS OF
<br /> INTEGRITY OF THE EXISTING BUILDING. IF ANY ARCHITECTURAL,STRUCTURAL, THE BUILDING CODE AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION
<br /> 1. SPECIAL INSPECTION IS REQUIRED FOR THE ITEMS LISTED BELOW.REFER TO OR MEP MEMBERS NOT DESIGNATED FOR REMOVAL INTERFERE WITH THE NEW OVER THE LOCATION OF THE WORK.
<br /> GENERAL NOTES PART"STRUCTURAL TESTING AND INSPECTIONS"FOR TYPE WORK,THE OWNER SHALL BE NOTIFIED IMMEDIATELY AND APPROVAL clort
<br /> AND EXTENT OF EACH SPECIAL INSPECTION AND TEST.GENERAL NOTES PART OBTAINED PRIOR TO REMOVAL OF THOSE MEMBERS. XI. DRAWING INTERPRETATION
<br /> "STRUCTURAL TESTING AND INSPECTIONS"ALSO INDICATES WHETHER 4. THE CONTRACTOR SHALL SAFELY SHORE EXISTING CONSTRUCTION
<br /> CONTINUOUS OR PERIODIC INSPECTION IS REQUIRED FOR THE ITEMS LISTED WHEREVER EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION A. DRAWING VIEWS LABELED AS-TYPICAL"
<br /> ABOVE ADDITIONAL INFORMATION. OF NEW WORK.ALL SHORING METHODS AND SEQUENCING OF DEMOLITION 1. PARTIAL PLANS,ELEVATIONS,SECTIONS,DETAILS,OR SCHEDULES LABELED ZAP ENERGY
<br /> B. THE OWNER'S TESTING AGENCY SHALL PROVIDE SPECIAL INSPECTION SERVICES IN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE WITH'TYPICAL"AT THE BEGINNING OF THEIR TITLE SHALL APPLY TO ALL
<br /> ACCORDANCE WITH THE REFERENCED BUILDING CODE FOR THE FOLLOWING ITEMS. CONTRACTOR'S ENGINEER. SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR
<br /> 5. THE CONTRACTOR SHALL PERFORM A SURVEY TO LOCATE ALL EXISTING TO THOSE SPECIFICALLY SHOWN.THE APPLICABILITY OF THE CONTENT OF
<br /> 1. STEEL CONSTRUCTION: UTILITIES(INCLUDING UNDERGROUND UTILITIES)PRIOR TO THE START OF THESE VIEWS TO LOCATIONS ON THE PLAN CAN BE DETERMINED FROM THE
<br /> A. ALL FIELD WELDING CONSTRUCTION AND TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN TITLE OF THE VIEWS. SUCH VIEWS SHALL APPLY WHETHER OR NOT THEY ARE
<br /> IN SERVICE. EXISTING CIVIL,MECHANICAL,ELECTRICAL,PLUMBING,AND KEYED IN AT EACH LOCATION. DECISIONS REGARDING APPLICABILITY OF
<br /> B. STRUCTURAL STEEL AND BOLTING EMERGENCY PROTECTION SYSTEM SERVICING ANY AREAS OUTSIDE THE Keyplan
<br /> WORK AREA ARE TO BE MAINTAINED IN OPERABLE CONDITION THROUGHOUT THESE"TYPICAL"VIEWS SHALL BE DETERMINED BY THE STRUCTURAL
<br /> 2. CONCRETE CONSTRUCTION: THE DURATION OF WORK.CONTRACTOR SHALL MAKE NECESSARY ENGINEER.
<br /> A. POST-INSTALLED ANCHORS TEMPORARY CONNECTIONS TO MAINTAIN EXISTING UTILITIES IN SERVICE B. STRUCTURAL ABBREVIATIONS,SYMBOLS,AND NOTATIONS
<br /> DURING THE WORK.TEMPORARY,LOCALIZED INTERRUPTION OF THESE AT
<br /> IX. SUBMITTALS SYSTEMS SHALL REQUIRE APPROVAL BY THE OWNER. AND
<br /> 6. THE CONTRACTOR SHALL PROVIDE DUST,ODOR,AND NOISE PROTECTION,AND & NUMBER
<br /> A. SUBMITTAL LIST AND SCHEDULE SAFETY MEASURES AS NECESSARY FOR THE DURATION OF CONSTRUCTION. 0 ROUND,DIAMETER
<br /> 1. THE CONTRACTOR SHALL PREPARE A DETAILED LIST AND SCHEDULE OF ALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE EXISTING STRUCTURE, FT
<br /> BUILDING INTERIOR,VEHICLES,FACILITY PATRONS,AND OTHER PERSONS
<br /> SUBMITTAL ITEMS U BE SENT IS THE STRUCTURAL ENGINEER PRIOR TO THE IN.
<br /> DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,BUT NOT LIMITED
<br /> START OF CONSTRUCTION.THIS LIST SHALL BE UPDATED AND REVISED AND TO TEMPORARY BRACING,SHORING,FORMWORK,PROTECTIVE ENCLOSURES, (E) EXISTING Issues/Revisions
<br /> KEPT CURRENT AS THE JOB PROGRESSES.THE SUBMITTAL LIST SHALL BE AND TRAFFIC CONTROLS. (N) NEW
<br /> ORGANIZED AS SHOWN BELOW: 7. THE CONTRACTOR SHALL PERFORM A PRE-CONSTRUCTION CONDITION ACI AMERICAN CONCRETE INSTITUTE ISSUED FOR PERMIT A. SHOP DRAWINGS SURVEY TO DOCUMENT SITE CONDITIONS PRIOR TO START OF WORK. SUBMIT RISC AMERICAN INSTITUTE FOR STEEL CONTRUCTION 2 N D REVIEW
<br /> B. DESIGN CALCULATIONS SURVEY TO OWNER AND THE ENGINEER. DOCUMENT LOCATION AND AISI AMERICAN IRON AND STEEL INSTITUTE
<br /> C. PRODUCT TECHNICAL DATA CONDITION OF ANY CONSTRUCTION DESIGNATED FOR REMOVAL AND RE- ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS No. Date Description
<br /> D. PRODUCT MSDS/SDS INSTALLATION. BLDG BUILDING
<br /> E. CERTIFICATES,REPORTS,AND OTHER LITERATURE 8. THE CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED DURING BOT BOTTOM 1 10/09/24 ISSUE FOR PERMIT
<br /> CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP TO RESTORE CBC CALIFORNIA BUILDING CODE 2E 11/13/24 2ND REVIEW
<br /> 2. SUBMITTAL REQUIREMENTS: CONDITIONS TO LEVELS ACCEPTABLE TO THE OWNER. CJ CONTROL JOINT
<br /> A. ALL SHOP DRAWINGS MUST BE REVIEWED AND ELECTRONICALLY CL CENTER LINE
<br /> E. RESPONSIBILITY OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE DURING CMU CONCRETE MASONRY UNIT
<br /> STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL. CONSTRUCTION COL COLUMN
<br /> B. CONTRACTOR SHALL PROVIDE THE SUBMITTAL IN ELECTRONIC CONIC CONCRETE
<br /> PORTABLE DOCUMENT FORMAT(PDF)PER THE SPECIFICATIONS. 1. NEW STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE GSP CONCRETE SURFACE PROFILE
<br /> C. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND CWB CANADIAN WELDING BUREAU
<br /> REQUIRED BY THE CONTRACT DOCUMENTS TO BE FURNISHED SHALL LATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE CY CUBIC YARD
<br /> NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF ONLY.THE ABILITY OF THE STRUCTURAL FRAME TO RESIST THE REQUIRED DN DOWN
<br /> FURNISHING AND INSTALLING SUCH MATERIALS,REGARDLESS OF CODE FORCES DERIVES FROM THE COMPLETE INSTALLATION OF THE NEW EA EACH
<br /> WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED. STRUCTURAL ELEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ELEV ELEVATION
<br /> PROVIDE ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE ENGR ENGINEER
<br /> B. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER STABILITY AND SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE EJ EXPANSION JOINT
<br /> 1. PRODUCT SUBMITTALS:THE FOLLOWING SUBMITTALS SHALL BE PROVIDED: CONSTRUCTION PROCESS UNTIL THE NEW MEMBERS ARE COMPLETELY EW EACH WAY
<br /> INSTALLED AND ALL DESIGNATED CONCRETE ELEMENTS(IF ANY)HAVE EXIST EXISTING
<br /> A. BOLTS,RODS,NUTS,WASHERS AND ASSOCIATED COMPONENTS. REACHED A MINIMUM OF 75%OF THEIR DESIGN STRENGTH. FC SPECIFIED CONCRETE COMPRESSIVE STRENGTH
<br /> B. POST-INSTALLED ANCHOR CUTSHEEfS F. RESPONSIBILITY OF THE CONTRACTOR FOR CONSTRUCTION LOADS FT FT
<br /> 1. THE ALTERATIONS HAVE BEEN DESIGNED FOR THE LOADS IDENTIFIED WITHIN FV FIELD VERIFY
<br /> e C. REPRODUCTION FY YIELD STRENGTH
<br /> THESE DRAWINGS THAT ARE ANTICIPATED TO BE APPLIED TO THE STRUCTURE
<br /> 1. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE CONTRACT WORK IS COMPLETED.THE CONTRACTOR SHALL NOT OVERLOAD THE G ULTIMATE STRENGTH Project Number: Drawn By
<br /> �l GEN GALVANIZED D24.2400Approved By: GB/MC
<br /> DOCUMENTS BY ANY CONTRACTOR,SUBCONTRACTOR,ERECTOR, STRUCTURE DURING CONSTRUCTION.THE CONTRACTOR SHALL BE GEN GENERAL Approved By: Checked By:m FABRICATOR,OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP RESPONSIBLE FOR CHECKING THE ADEQUACY OF THE STRUCTURE TO GYP GYPSUM QL QL
<br /> w` DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN SUPPORT ANY APPLIED CONSTRUCTION LOADS,INCLUDING THOSE DUE TO HORZ HORIZONTAL
<br /> o- Certification Statement
<br /> HEREON AS CORRECT,AND OBLIGATES THEMSELVES TO ANY JOB EXPENSE, CONSTRUCTION VEHICLES OR EQUIPMENT,MATERIAL HANDLING OR STORAGE, ICC INTERNATIONAL CODE COUNCIL
<br /> Ig, REAL OR IMPLIED,ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. SHORING OR RESHORING,OR ANY OTHER CONSTRUCTION ACTIVITY.THE TO THE BEST D THE ENGINEER'S KNOWLEDGE,
<br /> CONTRACTOR SHALL SUBMIT CALCULATIONS SIGNED AND SEALED BY AN ICRI INTERNATIONAL CONCRETE REPAIR INSTITUTE THE PLANS AND SPECIFICATIONS COMPLY WITH
<br /> z IN INCH THE APPLICABLE MINIMUM BUILDING CODES.
<br /> ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED
<br /> X. MISCELLANEOUS INFO INFORMATION
<br /> VERIFYING THE ADEQUACY OF THE STRUCTURE FOR ANY PROPOSED Seal and Signature
<br /> A. CONTRACT DOCUMENTS CONSTRUCTION LOADS THAT ARE IN EXCESS OF THE STATED DESIGN LOADS. KIPS KIPS POUNDS FORCE
<br /> KSI KIPS PER SQUARE IN.
<br /> THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE TO DESIGN OR CHECK THE 4 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL CONTRACT LLV LONG LEG VERTICAL Qdoc T�.
<br /> STRUCTURE FOR LOADS APPLIED TO THE STRUCTURE FOR ANY LLH LONG LEG HORIZONTAL WAS//
<br /> o DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO CONSTRUCTION ACTIVITY. ° 4c,.
<br /> ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL LWC LIGHTWEIGHT CONCRETE
<br /> OF SHOP DRAWINGS,FABRICATION OF ANY STRUCTURAL MEMBERS,AND G. CONTRACTOR SUBSTITUTIONS L LENGTH
<br /> 9 ERECTION IN THE FIELD. LBF POUNDS FORCE " !/ '�'292V
<br /> 1. ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE
<br /> 2. CONTRACTOR SHALL FULLY AND PROPERLY IMPLEMENT THE ENGINEERING MAX MAXIMUMDIFFERENT OM THE MATERIAL OR no •����,
<br /> SPECIFIED IN THE
<br /> CONTROLS,WORK PRACTICES,AND RESPIRATORY PROTECTION AGAINST STRUCTURAL CONTRACT DOCUMENTS WIILLL BE CONSIDERED UCTS OR APPROVAL MIN MINIMUM �S/OryALENV��
<br /> " TOXIC AND HAZARDOUS SUBSTANCES INCLUDING RESPIRABLE CRYSTALLINE MISC MISCELLANEOUS 2025
<br /> ' SILICA ACCORDING TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED: MSD MATERIAL SAFETY DATA
<br /> B OSHA 1926.1153.WALTER P MOORE DOES NOT HAVE CONTROL OVER,CHARGE A. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED MSDS MATERIAL SAFETY DATA SHEET
<br /> o Copyright(c)2024 by Walter P.Moore and Associates,Inc.
<br /> OF,OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, WITH THE REQUEST. NTS NOT TO SCALE
<br /> - TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS B. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE OC ON CENTER This document and the information herein is the property of Walter P.
<br /> w AND PROGRAMS IN CONNECTION WITH THE WORK,NOR SHALL WALTER P INTERNATIONAL CODE COUNCIL(ICC)AND THE ICC REPORT IS OD OUTSIDE DIAMETER Moore and Associates,Inc.No part hereof shall be copied,
<br /> E MOORE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM THE SUBMITTED WITH THE REQUEST. OZ OUNCE eXPemat.d,a�st.mmel,csm...d or used t.,ny,xt,nt"nets.....
<br /> PLF POUNDS PER LINER FOOT pt as expressly ph -ed by Walter P.Moore and A...a,t,s,
<br /> 8 WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT Inc Any person,firm,or corporation receiving this document.
<br /> 0 however 1) THE ICC ESR THAT IS SUBMITTED MUST REFERENCE THE PSF POUNDS PER SQUARE FOOT hoer obtained,shall by virtue hereof,be deemed to have agreed
<br /> 52 DOCUMENTS. BUILDING CODE UNDER WHICH THE PROJECT IS PERMITTED. to me forgoing resoictions and that document Wit be held in trust
<br /> 3. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT PSI POUNDS PER SQUARE IN.
<br /> 2) 2) ICC REPORTS THAT HAVE BEEN DISCONTINUED AT THE TIME OF and confidence subject only to the private use expressly authorized
<br /> " THE ALTERATION MADE TO THE STRUCTURE,AND.EXCEPT WHERE PT POST-TENSIONED by Walter P.Moore and Associates,Inc.
<br /> w SPECIFICALLY SHOWN,DO NOT INDICATE THE METHOD OR MEANS OF PRODUCT INSTALLATION WILL NOT BE ACCEPTED. QTY QUANTITY
<br /> 2. SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED. REINF
<br /> CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE REINFORCEMENT Drawing Title
<br /> WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, H. THE STRUCTURAL ENGINEER'S ROLE DURING CONSTRUCTION REQD REQUIRED
<br /> z METHODS,PROCEDURES,TECHNIQUES,AND SEQUENCE. SHT SHEET
<br /> 4. WHERE MEMBER LOCATIONS ARE NOT SPECIFICALLY DIMENSIONED,MEMBERS 1. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF,AND SHALL NOT SIM SIMILAR
<br /> 8 BE RESPONSIBLE FOR,CONSTRUCTION MEANS,METHODS,TECHNIQUES,
<br /> ARE EITHER LOCATED ON COLUMNS LINES OR ARE EQUALLY SPACED SOG SLAB-ON-GROUND GENERAL NOTES
<br /> SEQUENCES,OR PROCEDURES,FOR SAFETY PRECAUTIONS AND PROGRAMS
<br /> BETWEEN LOCATED MEMBERS. SPA SPACING
<br /> e 5. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR SPECIFIED ON THE IN CONNECTION WITH THE WORK,FOR THE ACTS OR OMISSION OF THE STD STANDARD
<br /> DRAWINGS OR IN THE SPECIFICATIONS,THEIR CONSTRUCTION SHALL BE OF CONTRACTOR,SUBCONTRACTOR,OR ANY OTHER PERSONS PERFORMING ANY SLS AISC STANDARD LONG SLOT,
<br /> e THE SAME CHARACTER AS SHOWN OR SPECIFIED IN SIMILAR CONDITIONS. OF THE WORK,OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE SSL AISC STANDARD SHORT SLOT
<br /> o WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SSMA STEEL STUD MANUFACTURERS ASSOCIATION L City of Everett Permit Services
<br /> B. DRAWING CONFLICTS EVERETT ,view, or Permit
<br /> 1. THE CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL TOC TOP OF CONCRETE Sheet No
<br /> DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN EACH SET OF TOS TOP OF STEEL,TOP OF SLAB
<br /> S-001
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