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GENERAL NOTES �•��.�, •..
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<br /> I. DESIGN CRITERIA 2. ITEMS EMBEDDED IN CONCRETE SHALL BE LOCATED BY NON-DESTRUCTIVE 4, CONTRACTOR TO PROVIDE ALL NECESSARY TRAFFIC CONTROL AND A. SHEET STEEL TO SHEET STEEL:#10-16,518 INCH LONG SELF DRILLING Anny p moore
<br /> A. GENERAL BUILDING CODE EVALUATION PRIOR TO PERFORMING ANY WORK. CONTRACTOR SHALL MARK PEDESTRIAN CONTROL MEASURES AS REQUIRED. SCREWS. IRA
<br /> ON THE STRUCTURE THE LOCATION OF EMBEDDED ITEMS AND PROVIDE A 5. TEMPORARY PARTITIONS:ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND B. SHEET STEEL TO STRUCTURAL STEEL#12-24,1-1/2 INCH LONG SELF
<br /> 1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE REPORT TO THE ENGINEER. TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO DRILLING SCREWS WITH NO 5 TIP STYLE.
<br /> INTERNATIONAL EXISTING BUILDING 2021 WITH STATE OF WASHINGTON 3. CONTRACTOR SHALL NOT START FABRICATION OF NEW MEMBERS UNTIL ITEMS SEPARATE AREAS FROM FUMES AND NOISE. Walter P Moore and Associates,Inc.
<br /> AMENDMENTS.DOCUMENTS ARE BASED UPON ALTERATIONS OF THE EXISTING EMBEDDED IN CONCRETE HAVE BEEN LOCATED. CONTACT ENGINEER IF 6. TEMPORARY SHORING:PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR 3. POWDER ACTUATED FASTENERS: UNLESS NOTED OTHERWISE,PAF SHALL BE 203 North LaSalle Street,Suite 2100
<br /> STRUCTURE. EXISTING EMBEDDED ITEMS INTERFERE WITH LOCATION OF POST-INSTALLED SHORING,BRACING,OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND AS FOLLOWS: Chicago,IL 60601
<br /> ANCHORS SPECIFIED IN DRAWINGS. TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF A. SHEET STEEL TO CONCRETE:0.145'DIAMETER,1-1W LONG,SMOOTH
<br /> A. ALTERATIONS ARE BASED ON THE PRESCRIPTIVE COMPLIANCE METHOD. SHANK.
<br /> 4. ENGINEER MAY REQUIRE A PARTICULAR NON-DESTRUCTIVE EVALUATION CONSTRUCTION BEING DEMOLISHED. STRENGTHEN OR ADD TEMPORARY B. SHEET STEEL TO POST-TENSIONED CONCRETE:0.145"DIAMETER,314"
<br /> 2. BUILDING OCCUPANCY CATEGORY: II(PER IBC TABLE 1604.5). METHOD FOR THE LOCATION OF EMBEDDED ITEMS. SUPPORTS WHEN REQUIRED DURING PROGRESS OF SELECTIVE DEMOLITION. LONG,SMOOTH SHANK.
<br /> B. DEAD LOADS G. POLLUTION CONTROLS C. SHEET STEEL TO STRUCTURAL STEEL 0.145"DIAMETER,3/4'LONG,
<br /> IV. SELECTIVE DEMOLITION KNURLED SHANK. 312.260.2900
<br /> 1.ROOF SELF WEIGHT:11 PSF 1. REFER TO DIVISION 01 SPECIFICATION SECTIONS FOR REQUIREMENTS ON
<br /> A. RESPONSIBILITY OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE DURING DUST CONTROL,DISPOSAL,AND CLEANING OF DEMOLISHED MATERIAL. 4. WELDING:
<br /> 2.DUCTWORK ALLOWANCE:4 PSF DECONSTRUCTION/DEMOLITIONG PROCEDURES FOR SHEET STEEL TO BE IN
<br /> C. LIV LO S H. EXECUTION OF SELECTIVE DEMOLITION A AWS DN.3.WE DERS SHALL BE CERT F ED FOR SHEET STEEL
<br /> DIN ALL WITH Project Name
<br /> 0 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED POSITIONS REQUIRED PER AWS D1.3
<br /> BRACING DURING DEMOLITION TO MAINTAIN THE STABILITY AND SAFETY OF 1. GENERAL:DEMOLISH EXISTING CONSTRUCTION AS INDICATED.USE METHODS
<br /> 1. DESIGN ROOF LIVE LOADS:20 PSF ALL STRUCTURAL ELEMENTS DURING THE DEMOLITION PROCESS. REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING B. SUGGESTED WELD METAL AND PROCESS FOR SHOP WELDING ARE:
<br /> REGULATIONS AND AS FOLLOWS: WELD METAL STRENGTH(MINIMUM)-MIG.
<br /> SUGGESTED
<br /> CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER TO SURVEY C. SUGGESTED METHODS FOR FIELD WELDING:1/8 INCH E60XX(MINIMUM)
<br /> BUILDING TO DETERMINE WHETHERELECTRODE-
<br /> D. SEISMIC DESIGN CRITERIA M GHTTION RESUO D RESULT OF
<br /> STRUCTURAL DEFICIENCY N CY OR UNPLA EID NG COLLAPSE OFANYT A REMAIN OR ADJOINING CO STRUCTION.USE CUTTING METHODS LEAST LIKELYO DAMAGE CONSTRUCTION TO D. MINIMUM WELDMTHHROAT THICKNESS(T)MUST MATCH OR EXCEED THE N V 5 - ZAP
<br /> ANY PORTION OF STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE B. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF BASE STEEL THICKNESS OF THE THINNEST CONNECTED STEEL SHEET ENERGY
<br /> 1. THE STRUCTURE AND COMPONENTS OF THE BUILDING HAVE BEEN DESIGNED DEMOLITION OPERATIONS. FLAMMABLE MATERIALS.AT CONCEALED SPACES VERIFY CONDITION UNLESS NOTED OTHERWISE.
<br /> IN ACCORDANCE WITH AFOREMENTIONED BUILDING CODE WITH THE E. AFTER WELDING ALL FLUX SHALL BE REMOVED,AND A ZINC-RICH PAINT,
<br /> FOLLOWING CRITERIA B. DEFINITIONS AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING WITH A DRY FILM CONTAINING 94%ZINC DUST BY WEIGHT,SHALL BE
<br /> A. RISK CATEGORY: II OPERATIONS.MAINTAIN FIRE WATCH AND PORTABLE FIRE- APPLIED TO THE WELD AREA TO RESTORE CORROSION RESISTANCE.
<br /> B. SEISMIC IMPORTANCE FACTOR,I:1.0 1. REMOVE:DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS.
<br /> C. 0.2 SEC.SPECTRAL ACCELERATION(SS): 1.368G DISPOSE OF THEM OFF-SITE,UNLESS INDICATED TO BE REMOVED AND C. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES.
<br /> D. 1 SEC.SPECTRAL ACCELERATION(S1):0.485G SALVAGED OR REMOVED AND REINSTALLED. D. REMOVE DECAYED,VERMIN-INFESTED,OR OTHERWISE DANGEROUS OR VII ROUGH CARPENTRY
<br /> E. SITE CLASS:C 2. REMOVE AND SALVAGE:DETACH ITEMS FROM EXISTING CONSTRUCTION AND UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE. orient
<br /> F. SITE COEFFICIENT,SHORT PERIOD(FA): 1.2 DELIVER THEM TO OWNER READY FOR REUSE.OWNER TO IDENTIFY ITEMS TO E. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND A. MATERIAL
<br /> G. SITE COEFFICIENT,1 SEC.PERIOD(FV):1.5 BE REUSED OR SALVAGED. MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING 1 THE NOTES AND DETAILS MAY USE THE TERMS"STRUCTURAL SAWN LUMBER,'
<br /> H. 0.2 SEC SPECTRAL RESPONSE COEFF.(SDS): 1.094G 3. EXISTING TO REMAIN:EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO WALLS,SLABS,OR FRAMING.
<br /> I. 1 SEC SPECTRAL RESPONSE COEFF.(SD1): 0.485G BE REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, F. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. "SAWN LUMBER",OR"LUMBER'INTERCHANGEABLY.UNDER THESE TERMS,
<br /> J. SEISMIC DESIGN CATEGORY:D REMOVED AND SALVAGED,OR REMOVED AND REINSTALLED. THERE EXISTS THE FOLLOWING CLASSIFICATIONS:DIMENSIONAL,BEAMS AND ZAP ENERGY
<br /> K. BASIC SEISMIC-FORCE RESISTING SYSTEM:SPECIAL REINFORCED 2. EXISTING FACILITIES:COMPLY WITH OWNER'S REQUIREMENTS FOR USING AND STRINGERS,POSTS AND TIMBERS,AND DECKING
<br /> CONCRETE SHEAR WALLS C. MATERIAL OWNERSHIP PROTECTING OTHER BUILDING FACILITIES DURING SELECTIVE DEMOLITION
<br /> L. DESIGN SEISMIC BASE SHEAR(KIPS):26 KIPS 1. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,OR OPERATIONS. 2. TREATED SAWN LUMBER:ALL SAWN LUMBER EXPOSED TO LIQUID WATER OR
<br /> M. SEISMIC RESPONSE COEFFICIENT,CS: 0.219 OTHERWISE INDICATED TO REMAIN OWNER'S PROPERTY DEMOLISHED 3. REMOVED AND SALVAGED ITEMS:COMPLY WITH THE FOLLOWING: IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE AMERICAN
<br /> .
<br /> N. RESPONSE MODIFICATION FACTOR,R:5.0 WOOD PROTECTION ASSOCIATION(AWPA)-APPROVED UC3B GRADE PRESSURE
<br /> O. ANALYTICAL PROCEDURE:EQUIVALENT LATERAL FORCE MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE A. CLEAN SALVAGED ITEMS. -TREATED UNLESS NOTED OTHERWISE.LUMBER IN CONTACT WITH GROUND
<br /> P. SYSTEM OVERSTRENGTH FACTOR,no:2 REMOVED FROM PROJECT SITE.THE MATERIALS REMOVED SHALL BE B. STORE ITEMS IN A SECURE AREA UNTIL DELIVERY TO OWNER. OR FRESH WATER SHALL BE AWPA APPROVED Ul GRADE PRESERVATIVE- Keyplan:
<br /> Q. DEFLECTION AMPLIFICATION FACTOR,Co:5.0 DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAUSTATE OR C. TRANSPORT ITEMS TO OWNER'S STORAGE AREA AS DESIGNATED BY AT Q2
<br /> R. PLAN STRUCTURAL IRREGULARITY TYPE: NONE LOCAL ORDINANCES. OWNER.
<br /> S. VERTICAL STRUCTURAL IRREGULARITY TYPE: NONE D. QUALITY ASSURANCE 4. EXISTING ITEMS TO REMAIN:CONTRACTOR TO COORDINATE WITH OWNER 3. SAWN LUMBER SPECIES AND GRADE:ALL SAWN LUMBER NOTED IN THIS PLAN
<br /> T. SEISMIC REDUNDANCY FACTOR,RHO: 1.0 (PRIOR TO BEGINNING WORK)ON ITEMS THAT ARE TO REMAIN AND HENCE BE SET SHALL BE#2 GRADE DOUGLAS FIR UNLESS NOTED OTHERWISE-
<br /> U. TOTAL BUILDING WEIGHT,W(KIPS):119 KIPS 1. DEMOLITION FIRM QUALIFICATIONS:AN EXPERIENCED FIRM THAT HAS PROTECTED DURING THE DEMOLITION PROCESS.WHEN PERMITTED BY
<br /> SPECIALIZED IN DEMOLITION WORK SIMILAR IN MATERIAL AND EXTENT TO THAT ATE HEA ING:ALL R EX S EAT NG S ALL ON CAT GOR E,
<br /> OWNER,ITEMS MAY BE REMOVED TO A SUITABLE AND/OR PROTECTED RATED SHEATHING,OTHERWISE.
<br /> EXPOSURE 1,NOM.4X8,TONGUE&GROOVE,
<br /> 2. SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS,STRUCTURAL INDICATED FOR THIS PROJECT. LOCATION. UNLESS NOTED OTHERWISE.
<br /> COMPONENTS ENGINEERED AS PART OF DEFERRED SUBMITTALS,AND 2. PROFESSIONAL QUALIFICATIONS OF ENGINEER ENGAGED BY CONTRACTOR:
<br /> CONNECTIONS OF THOSE COMPONENTS TO THE PRIMARY STRUCTURE SHALL CURRENT REGISTRATION IN THE STATE WHERE THE PROJECT IS LOCATED. I. DISPOSAL OF DEMOLISHED MATERIALS 5. ALL INTERIOR BEARING WALLS ARE SHOWN ON PLANS AND SHALL HAVE 15/32
<br /> BE DESIGNED IN ACCORDANCE WITH THE AFOREMENTIONED BUILDING CODE, 3. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING OWNER,LOCAL,
<br /> THE GENERAL SEISMIC CRITERIA LISTED ABOVE,AND THE REQUIREMENTS OF STATE,FEDERAL,AND EPA NOTIFICATIONS AND REGULATIONS BEFORE 1- GENERAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW CATEGORY APA RATED SHEATHING,32116,EXPOSURE 1,NOM.4X8,UNLESS Issues/Revisions
<br /> ASCE 7-16,CHAPTERS 12.11,13.3,AND 13.4 AS APPROPRIATE. BEGINNING SELECTIVE DECONSTRUCTION/DEMOLITION.COMPLY WITH DEMOLISHED MATERIALS TO ACCUMULATE ONSITE. NOTED OTHERWISE.
<br /> 2. BURNING:DO NOT BURN DEMOLISHED MATERIALS. ISSUED FOR PERMIT-
<br /> II. SHORING HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING 3. DISPOSAL:TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY 6. WOOD STRUCTURAL PANELS SHALL BE POSITIONED WITH FACE GRAIN
<br /> JURISDICTION. AND LEGALLY DISPOSE OF THEM. PERPENDICULAR TO SUPPORTING MEMBERS.STAGGER END JOINTS 4'-0". `L N D REVIEW
<br /> A. GENERAL 4. PHOTO DOCUMENTATION OF EXISTING CONDITIONS OF THE BUILDING AND
<br /> 1. THE SHORING CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DESIGN ADJOINING PROPERTIES SHALL BE PERFORMED BY CONTRACTOR PRIOR TO 7. 1/8"GAP SHALL BE PROVIDED BETWEEN ADJACENT SHEATHING PANELS. No. Date Description
<br /> DEMOLITION.PHOTOS SHALL BE SUBMITTED TO OWNER AND ENGINEER OF V. STRUCTURAL STEEL PANELS WITH GRADE STAMP INDICATION'SIZED FOR SPACING'MAY BE USED
<br /> CALCULATIONS OF THE SHORING TO THE ENGINEER FOR REVIEW AND RECORD. TO FACILITATE THIS REQUIREMENT. 1 10/09/24 ISSUE FOR PERMIT
<br /> APPROVAL BEFORE EXECUTING THE INSTALLATION.THE SHOP DRAWINGS AND A. MATERIAL
<br /> CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER 5. PRE-DEMOLITION CONFERENCE:CONDUCT CONFERENCE AT PROJECT SITE TO &11/13/24 2ND REVIEW
<br /> ADDRESS THE FOLLOWING: 8. ALL STRUCTURAL PANELS SHALL BE IDENTIFIED WITH APPROPRIATE
<br /> REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.SHOP 1. HOT ROLLED STRUCTURAL MEMBERS:ALL HOT ROLLED STEEL PLATES, TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE
<br /> DRAWINGS SHALL INCLUDE THE FOLLOWING ELEMENTS: A. INSPECT AND DISCUSS CONDITION OF CONSTRUCTION TO BE SHAPES,SHEET PILING,AND BARS SHALL BE NEW STEEL CONFORMING TO REQUIREMENTS OF PRODUCT STANDARD DOC PS-1 OR PS-2-
<br /> A- SHORING POSTS. SELECTIVELY DEMOLISHED. ASTM SPECIFICATION A 6.
<br /> B. SHORING BEAMS. B. REVIEW STRUCTURAL LOAD LIMITATIONS OF EXISTING STRUCTURE AS 9. PROVIDE FIRE-RETARDANT-TREATED(FRT)LUMBER/TIMBERS AND WOOD
<br /> C. SHORING BRACES. APPROPRIATE FOR THE PROPOSED MEANS AND METHODS. 2. ASTM SPECIFICATION AND GRADE: CLEARLY MARK THE GRADE OF STEEL ON STRUCTURAL PANELS(SHEATHING)WHERE INDICATED.
<br /> D. DETAILS OF ATTACHMENT OF SHORING POSTS TO SUPPORTING C. REVIEW AND FINALIZE SELECTIVE DEMOLITION SCHEDULE AND VERIFY EACH PIECE,WITH A DISTINGUISHING MARK VISIBLE FROM FLOOR SURFACES,
<br /> STRUCTURAL MEMBERS. AVAILABILITY OF MATERIALS,DEMOLITION PERSONNEL,EQUIPMENT, FOR THE PURPOSE OF FIELD INSPECTION OF PROPER GRADE OF STEEL. 10. SHEATHING NAILING SHALL BE APPROVED BY THE JOB INSPECTOR PRIOR TO
<br /> E. DETAILS OF SHORING POST BASE PLATES. AND FACILITIES NEEDED TO MAKE PROGRESS AND AVOID DELAYS. UNLESS NOTED OTHERWISE ON THE DRAWINGS,STRUCTURAL STEEL SHALL COVERING UP.
<br /> BE AS FOLLOWS:
<br /> B. DESIGN CRITERIA E. PROJECT CONDITIONS A- CSHAPES:ASTM A 36. 11. KEEP WOOD STORED UNDER COVERED AREAS AND NOT TO BE EXPOSED TO
<br /> 1. CONDUCT SELECTIVE DEMOLITION SO OWNER'S OPERATIONS WILL NOT BE B. LSHAPES:ASTM A572,GRADE 50. RAIN/SNOW/SPRINKLERS PRIOR TO INSTALLATION.DO NOT STORE WOOD
<br /> 1. SHORING SHALL BE DESIGN FORA TOTAL SERVICE OF 20 PSIF.PR DEAD LOAD DISRUPTED.PROVIDE NOT LESS THAN 72-HOUR NOTICE TO OWNER OF C. EDGE ANGLES,BENT PLATES,ANGLE HANGERS,AND ANGLE KICKERS: DIRECTLY ON SLAB/GRADE OR IN CONTACT WITH SOIL.
<br /> MI 15 PSF AND SERVICE R OF 2.0 FOR S LIVE LOAD IG 20 PSF.PROVIDE A ACTIVITIES THAT WILL AFFECT OWNER'S OPERATIONS. ASTM A 36.
<br /> MINIMUM SAFETY FACTOR OF 2.0 FOR SHORING DESIGN.REFER TO DRAWINGS D. CONNECTION MATERIAL: 12. DEFERRED SUBMITTALS OF ATTACHING MIE/F/FP TO WOOD STRUCTURAL
<br /> FOR REQUIRED RATED CAPACITIES OF INDIVIDUAL SHORING ELEMENTS. 2. MAINTAIN ACCESS TO EXISTING WALKWAYS,CORRIDORS,AND OTHER 1) ALL CONNECTION MATERIAL,EXCEPT AS NOTED OTHERWISE ELEMENTS SHALL NOT INDUCE CROSS-GRAIN BENDING(INCLUDES
<br /> 2. CONSTRUCTION LOADS(EQUIPMENT,MATERIALS,AND WORKERS)ON THE ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT HEREIN OR ON THE DRAWINGS,INCLUDING BEARING PLATES, ATTACHMENT TO WOOD STUDS).CROSS-GRAIN BENDING IS ALSO REFERRED
<br /> WORK AREA SHALL NOT EXCEED 20 PSF. WALKWAYS,CORRIDORS,OR OTHER OCCUPIED OR USED FACILITIES WITHOUT GUSSET PLATES,STIFFENER PLATES,FILLER PLATES,ANGLES, TO AS TORSION OF WOOD BEAWCOLUMN STRUCTURAL ELEMENTS.THIS
<br /> WRITTEN PERMISSION FROM AUTHORITIES HAVING JURISDICTION. ETC.SHALL CONFORM TO ASTM A 36 UNLESS A HIGHER GRADE OF INCLUDES THE ATTACHMENT OF GUARDRAILS,ROOF SCREENS,DAVITS,TIE-
<br /> C. INSTALLATION OF SHORING 3. OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF AREAS TO BE STEEL IS REQUIRED BY STRENGTH AND PROVIDED THE BACKS,SEISMIC BRACING,ETC.
<br /> e SELECTIVELY DEMOLISHED. RESULTING SIZES ARE COMPATIBLE WITH THE CONNECTED
<br /> 1. SHORING SHALL BE PUT IN PLACE PRIOR TO PERFORMING THE REPAIRS MEMBERS. B. FASTENERS AND CONNECTIONS Project Number: Drawn By:
<br /> a INDICATED IN THE DRAWINGS.SHORING SHALL REMAIN IN PLACE DURING A. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE D24.24007.00 GBIMC
<br /> REPAIRS AND SHALL NOT BE REMOVED UNTIL ALL REPAIRS HAVE BEEN WILL BE MAINTAINED BY OWNER AS FAR AS PRACTICAL. B. STRUCTURAL BOLTS AND THREADED FASTENERS 1. ALL NAILING NOT INDICATED ON THE DRAWINGS SHALL CONFORM TO THE zi� Approved By: Checked By:
<br /> w COMPLETED. B. BEFORE SELECTIVE DEMOLITION,OWNER WILL REMOVE ITEMS WITHIN OL CL
<br /> a 2. ALL SHORING MUST BE INSTALLED VERTICALLY PLUMB.PROVIDE BRACING SPACE AS NEEDED. 1. A 325 BOLTS:ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO Certification Statement
<br /> BETWEEN ADJACENT SHORE POSTS/LEGS AS REQUIRED FOR STABILITY. 4. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ASTM F3125 TYPE 1,UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 2. UNLESS NOTED OTHERWISE,ALL LAG SCREWS SHALL COMPLY WITH ANSI/ TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
<br /> INSTALL SHORING BRACING PER MANUFACTURER'S SPECIFICATIONS. ASME DIMENSIONAL STANDARD B.18.2.1 AND ASTM A307/SAE J429 MATERIAL THE PLANS AND SPECIFICATIONS COMPLY WITH
<br /> ENCOUNTERED,DO NOT DISTURB;IMMEDIATELY NOTIFY ENGINEER AND ST DAR S,AN HAV A MI IMUM YIELD STRE GTH F 36 SI.
<br /> z 3. SHORING SHALL BE LOCATED UNDER THE MEMBERS SHOWN IN THE DRAWINGS OWNER.THESE MATERIALS SHALL BE REMOVED AS DISPOSED AS APPROVED C. ANCHOR RODS THE APPLICABLE MINIMUM BUILDING CODES.
<br /> AND POSITIONED SO THAT THE LOAD IS TRANSFERRED DIRECTLY TO THE BY GOVERNING AGENCY. 3. FASTENERS,INCLUDING NUTS AND WASHERS,FOR PRESERVATIVE TREATED Seal and Signature
<br /> 1. SUPPORTING STRUCTURAL MEMBERS INDICATED IN THE DRAWINGS.CONTACT 5. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE WILL NOT BE 1. UNLESS INDICATED OTHERWISE ANCHOR RODS SHALL CONFORM TO ASTM F 1554 GRADE 55(WITH SUPPLEMENTARY REQUIREMENT S1). WOOD,WOOD EXPOSED TO WEATHER,AND FIRE-RETARDANT-TREATED WOOD
<br /> ENGINEER IF A SHORING CANNOT BE PROVIDED AT A LOCATION INDICATED IN
<br /> THE DRAWINGS.IF SUPPORTING MEMBERS ARE PART OF THE FOUNDATION, PERMITTED. SHALL BE OF EITHER HOT-DIPPED ZINC-COATED GALVANIZED STEEL, Q00c T1,
<br /> 4 CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE SUPPORTING 6. UTILITY SERVICE:MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN Vl. COLD-FORMED METAL FRAMING STAINLESS STEEL,SILICON BRONZE OR COPPER.THE COATING WEIGHTS FOR 4 of WASHry,
<br /> SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM All 53. < ,3
<br /> FOUNDATION ELEMENTS. DEMOLITION OPERATIONS. MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE j(.
<br /> 4. SHORING POSTS/LEGS SHALL BE PROVIDED WITH BASE PLATES SO THAT THE A. MATERIALS EXCEPTIONS: y 17 3.2024
<br /> 2 DURING SELECTIVE DEMOLITION OPERATIONS. A
<br /> LOAD IS UNIFORMLY DISTRIBUTED OVER AN AREA OF 4 SQUARE FOOT SECTION 7, PROTECT ADJACENT PAVING ASPHALT OR CEMENT ROADWAYS,SEWERS, P"�y_ 'Z',�s �r
<br /> - (MIN)OF THE SLAB-ON-GRADE. ( 1. STUD AND TRACK PROFILES SHALL BE STANDARD SECTIONS USED BY A. FASTENERS OTHER THAN NAILS,TIMBER RIVETS,WOOD SCREWS AND ° ee��2``
<br /> 5. PROVIDE APPROPRIATE ANCHORAGE AT THE TOP AND BOTTOM OF SHORING ETC.),AND DRAINAGE DITCHES AS NEEDED. MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION(SSMA).SSMA LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY �SSIONALENG
<br /> ELEMENTS TO PREVENT OVERTURNING OR TIPPING OVER OF SHORING. 8. ALL AREAS OUTSIDE OF DEMOLITION SCOPE ARE TO BE PROTECTED FROM MEMBER DESIGNATIONS AS SHOWN ON THE FOLLOWING EXAMPLE: DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ;pp 04.W25
<br /> on w 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ARCHITECTURAL DAMAGE BY CONTRACTOR.RESTORE AREAS SUBJECT TO INCIDENTAL DAMAGE ACCORDANCE WITH ASTM B695,CLASS 55 MINIMUM.
<br /> TO THEIR PRE-DEMOLITION CONDITION. 600 S 162-43 REPRESENTS A 6.00"DEEP,STUD SECTION,1.625"WIDE FLANGE,
<br /> FINISHES FLOOR,WALLS,PARTITIONS,CEILINGS,ETC. DURING INSTALLATION 0.043'43 MILS MINIMUM STEEL THICKNESS. Copyright j j y o ( ) Co ht c 2024 b Walter P.Moore and Associates,Inc.
<br /> OF SHORING. F. PREPARATION L- ) 4. HOLES IN WOOD FOR LAG SCREWS SHALL BE FIRST BORED TO THE SAME
<br /> NOTES: DIAMETER AND DEPTH AS THE SHANK.HOLES FOR THE THREADED PORTION
<br /> 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXPOSED This document and the information herein is the property of Walter R
<br /> m STRUCTURAL FINISHED SURFACES(FLOOR,OVERHEAD SLAB,BEAMS, . DANGEROUS MATERIALS:DRAIN,PURGE,OR OTHERWISE REMOVE,COLLECT, S STUD SECTION SHALL BE BORED WITH A BIT DIAMETER EQUAL TO 4096 TO 70%OF THE SHANK Moore and Associates,Inc.No pan hereof shall be copied,
<br /> E COLUMNS,WALLS,ETC. DURING INSTALLATION OF SHORING. AND DISPOSE OF CHEMICALS,GASES,EXPLOSIVES,ACIDS,FLAMMABLES,OR T=TRACK SECTION DIAMETER IN DOUGLAS FIR.FOR OTHER WOOD SPECIES,REFER TO THE duplicated,dstrlbmad,asmosed or used to any extent whatsoever
<br /> 1
<br /> OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH SELECTIVE U=CHANNEL SECTION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS). except as expressly amhohzed by waiter R moore and Associates,
<br /> 8 8. SHORING LAYOUT SHALL MEET SAFETY AND OPERATION REQUIREMENTS OF F=FURRING CHANNEL Inc Any person,firm,or corpo adon receiving this document.
<br /> o DEMOLITION OPERATIONS. however obtained,shall by vimoe hereof,be deemed to have agreed
<br /> THE OWNER. 5. WOOD SCREWS SHALL NOT BE LOADED IN WITHDRAWAL FROM END GRAIN OF to me forgoing restrictions and that document Wil be held in trust
<br /> �, 9. SHORING DETAILS SHOWN IN DRAWINGS ARE CONCEPTUAL ONLY.ACTUAL A. PROTECT EXISTING SITE IMPROVEMENTS,APPURTENANCES,AND 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS,MEMBERS SHALL HAVE THE WOOD OR CROSS-LAMINATED TIMBER FOR EITHER TEMPORARY OR and confidence subject only to the private use expressly authorized
<br /> °' SHORING MEMBERS AND CONNECTIONS MAY VARY DEPENDING ON THE LANDSCAPING TO REMAIN. FOLLOW ING YIED STRENGTHS: PERMANENT CONSTRUCTION. by Walter P.Moore and Associates,Inc.
<br /> w SHORING MANUFACTURER'S PROPRIETARY SYSTEM AVAILABLE. B. ERECT A PLAINLY VISIBLE FENCE AROUND DRIP LINE OF INDIVIDUAL A. STUDS:33,43 MIL THICKNESS FY=33 KSI
<br /> cL Drawing Title:
<br /> 10. SHORING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH TREES OR AROUND PERIMETER DRIP LINE OF GROUPS OF TREES TO B. STUDS:54,68,97 MIL THICKNESS FY=50 KSI 6. STANDARD CUT WASHERS SHALL BE PROVIDED UNDER HEADS AND NUTS OF
<br /> MANUFACTURER'S SPECIFICATIONS. REMAIN. C. TRACKS:33,43.54,68,97 MIL FY=33 KSI ALL BOLTS AND LAG SCREWS WHICH BEAR ON WOOD.
<br /> > D. U-CHANNELS,FURRING CHANNELS: FY=33 KSI
<br /> z 2. CONTRACTOR TO MAINTAIN ACCESS TO EXITS AND EXIT STAIRS AT ALL TIMES. 7. NAILING INSTALLATION AND MATERIALS SHALL COMPLY WITH THE"NATIONAL
<br /> 8 III. NON-DESTRUCTIVE EVALUATION FIRE ALARMS AND SMOKE DETECTION SYSTEM SHALL REMAIN OPERATIONAL 3. ALL COLD-FORMED STEEL FRAMING MATERIALS SHALL HAVE A MINIMUM G60 DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(2018 EDITION)' GENERAL NOTE S
<br /> 8. ALL NAIL SIZES ON THESE PLANS REFER TO COMMON NAILS,UNLESS NOTED
<br /> IL
<br /> ALL TIMES.PROTECT SMOKE DETECTORS AS REQUIRED AND IN GALVANIZED COATING.
<br /> A. ITEMS EMBEDDED IN CONCRETE STRUCTURES
<br /> CONFORMANCE TO LOCAL CODES AND LOCAL AUTHORITIES
<br /> 1. ITEMS EMBEDDED IN CONCRETE STRUCTURES SHALL NOT BE DAMAGED 3. TEMPORARY FACILITIES:PROVIDE TEMPORARY BARRICADES AND OTHER B. CONNECTIONS OTHERWISE,WITH DIMENSIONAL PROPERTIES COMPLYING WITH AF&PA NDS
<br /> ry DURING REPAIR WORK OR INSTALLATION OF NEW MEMBERS REQUIRING POST- PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO TABLE L4 AND ASTM F1667.CONTRACTOR IS RESPONSIBLE FOR ENSURING
<br /> o INSTALLED ANCHORS. EMBEDDED ITEMS MAY INCLUDE MILD REINFORCEMENT, ADJACENT BUILDINGS AND FACILITIES TO REMAIN. 1. CONNECTIONS NOT FULLY DETAILED ON THE CONTRACT DOCUMENTS SHALL THAT ALL NAILS HAVE A SHANK DIAMETER EQUAL TO OR GREATER THAN THE ` City of Everett Permit Services
<br /> DOWELS,EMBEDDED CONNECTIONS,ELECTRICAL CONDUITS,PLUMBING,ETC. BE DESIGNED BY THE CONTRACTOR PER THE SPECIFICATION. SPECIFIED COMMON NAIL SIZE. EVERETT Reviewed for Permit 12/09/2024
<br /> X A. PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND
<br /> SELECTIVE DEMOLITION AREA AND TO AND FROM OCCUPIED PORTIONS 2. SCREWS: UNLESS NOTED OTHERWISE SCREWS SHALL BE AS FOLLOWS: Sheet No.:
<br /> OF ADJACENT FACILITIES.
<br /> S 000
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