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Permit#:81804-Q12
<br /> Site Address:1122519th Ave SE
<br /> ` Owner:Rise Properties(Artesia}LP �
<br /> STRUCTURAL NOTES � ,,�,
<br /> o Tenant:Artesia Clubhouse �
<br /> GENERAL REQUIREMENTS CONCRETE REIN�ORCEMENT App. Date: 4j4/2018 � �
<br /> �
<br /> • Prop�sed Use:COMMERCIQL """""" �
<br /> BUILDING CODE&REFERENCE STANDARDS:The"International Building Code"(IBC),2015 Edition,as adopted and modified by tne Ciry of Everett, REFERENCE S7ANDARDS:Conform to: � �
<br /> governs the design and construction of this project. Reference to a specific sectic�n in the Code does not relieve the contractor from compliance witn lhe (1) ACI 301 "Standard Specifieations for Structural Concrete."Sec 3°Reinforcement,and Reinforcement Supports." �escription:install New Deck on Existing cluhhouse Patio
<br /> entire materials reference sfandards noted below.The latest edition of the maferials reference standards shall be used. (2) IBC Chapter 19,Concrete. `"�
<br /> (3) ACI 318 and ACI 318R. � �
<br /> SCOPE OF STRUCTURAL WORK;Exterior deck addition to an existin sin le-stor clubhouse for a residential a artment com lex. 4 ACI SP-66"ACI Detailin Manual"includin ACI 315"Detaifs and Detailin of Concrete Reinforcement." •°' Revie�ved By: � Date: �'j�����t�
<br /> 9 9 Y P P � ) 9 9 9 � �
<br /> (5) CRSI MSP-2"Manual of Standard Practice." � � �
<br /> DEFINITIONS:The following definitions apply to these general notes: �Office Set Job Site Set Fire/Planning Set � � ..,
<br /> • "Structural Engineer of Record"(EOR}-The Structural Engineer who is legally responsible for stamping&signing ihe structural documenfs SUBMITTALS:Conform to ACI 301 Sec 3.1.1 "Submittals,data,and drawings."Submit placing drawings showing fabrication dimensions and locations � �
<br /> for the project.The EOR is responsible for the design of the Primary Structural System. for placement of reinforcement and reinforcement supports. a� �
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<br /> NOTE PRIORITIES:Notes on the individual drawings shall govem over these ger�eral notes. MATERIALS: - � �
<br /> Reinforcing Bars ASTM A615,Grade 60,deformed bars. y=��'� � � �
<br /> SPECIFfCATIONS:Refer to these notes,structural drawings,and architectural dr�wings which serve as specifications for this project. Bar Supports CRSI MSP-2,Chapter 3"Bar Supports." ��,�'°'���v� � � '�;
<br /> Tie Wire 16.5 gage or heavier,black annealed. r -`� !,' ' � �'°�"°� :,� �rs �
<br /> STRUCTURAL DETAILS:The structural drawings are intended to show the general character and extent of the project and are not intended to show all ��� ``""� �°,�'r � � �
<br /> details of the work. FABRICATION:Conform to ACI 301,Sec 3.2.2"Fabricaiion,"and ACI SP-66"ACI Detailing Manual." �.e ,�i�a�� �'.�'ti r�';v�� � � �y
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<br /> ARCHITECTURAL DRAWINGS:Refer fo the Arct�itectural drawings for information including,but not limited to:dimensions,elevations,slopes,door and WELDING:Bars shalf not be welded unless authorized. �'--": � �' �--,, ��,�„r �� '� � � '�°" '°�"
<br /> window openings,stairs,curbs,drains,depressions,railings,waterproofing,finishes and other nonstructural items. ����,;`: �' �:�� ��' i
<br /> PLACING:Conform to ACf 301,Sec 3.3.2"Placement."Placing tolerances shall conform to Sec 3.3.2.1 "Tolerances." '�i � ���`� ,., � �,� � ,'� ""`�. J r
<br /> STRUCTURAL RESPONSIBILITIES:The EOR is res onsible for the stren th and stabilit of the Prima Structure in its com leted state. � `���� � �} '��y ° �
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<br /> CONCRETE COVER:Conform to the following cover requirements from ACI 301,Table 3.3.2.3. ` t_u, � ;
<br /> CONTRACTOR RESPONSIBILITIES:The contractor is responsible for the means and methods of construction and all job-related safety standards such Concrete cast against earth 3" �' ,��� � � ��z!� � ' ' ,,� �,�
<br /> as OSHA and WISHA.The confractor is res ponsible for the stren gth and stabilit y of the structure du�in g construction and shall provide tem pora ry Concrefe ex posed to earth or weather(#5&smaller) 1-112" � . '� k � �.
<br /> shoring,bracing and other elements required to maintain stability until the structure is completed.It is the contractor's responsibility to be familiar with the +�'j'r� �� �����,�„r, ';
<br /> work required in the construction documents and the requirements for executing it properly. SPLICES&DEVELOPMENT LENGTH:Conform to ACI 301,Sec 3.3.2.7.Refer to Lap Splice&Development Schedule for 2500 psi concrete below. �'PY�n�t :�eryir_e�,
<br /> Lap all continuous reinforcement and corner bars per Schedule.The splices and development lengths indicated on individual sheets control over the -�
<br /> DISCREPANCfES:In case of discrepancies between these general notes,the contract drawings and specifications,andlor reference standards,the schedule.Use Class B splices unless otherwise noted.Mechanical connections may be used when approved by the EOR.
<br /> EOR shall determine which shall govern.Discrepancies shall be brought to the attention of the EOR before proceeding with the work.Accordingly,any SEAL:
<br /> conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price, LAP 8�DEVELOPMENT SCHEDULE(Concrete strength Pc=2500)
<br /> SITE VERIFICATION:The contractor shall verify all dimensions and conditions at the site prior to fabrication andlor construction.Conflicts between the Bar Desiqnation Lap Length,Ls Development Length Ld � ,��• SCHO�
<br /> drawings and actual site conditions sha�l be brought to the attention of the EOR before proceeding with the work. All underground utilities shall be i�44 32" 24" �' pg �As.�r�?'
<br /> determined by the Contractor prior to excavation. #5 39" 30" °��jE��j]���1���������������� t��,'� j���
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<br /> DESIGN CRITERIA FIELD BENDING:Conform to ACI 301 Sec 3.3.2.8."Field Bending or Straightening."Bar sizes#3 through#5 may be field bent cold the first time.Other �(��;�,�1'1h��RK�,������l���'r��� '� '�
<br /> bars require preheating.Do not twist bars. ��JppFL�S��N���.����fG��v; '
<br /> CONSTRUCTION LOADS:Loads on the structure during construction shall not exceed the design loads or the capacity of the partially completed P►l 1M�!NG P�RM���' S5444
<br /> const�uction. WOOD FRAMING �F�/STER��
<br /> �SIONAL �
<br /> DEFLECTIONS: REFERENCE STANDARDS:Conform to:
<br /> Floor Total Load Deflection Limit: L(360 (1) IBC Chapter 23"WOOD." �������
<br /> Floor Live load Deflection Limit: U480 (2) NDS and NDS Supplement-"National Design Specification for Wood Construction."
<br /> LIVE LOADS: 1 ALTERNATES:Alternates for specified item may be submitted to the EOR for review.Contractor shall submit a current ICGESWIAPMO-ER report ���Y �� �v����} ��p�
<br /> Ba�conies and Decks 100 PSF identifying that an alternative component has the same or graeter load capacity than the specified item. �������'� �'�� f���t��� �
<br /> Sfairs&Landings 100 PSF OR 300#(4"x4"SQR.)
<br /> IDENTIFICATION:All sawn lumber and pre-manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by the
<br /> SU�MITTALS certifying agency.
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<br /> AL7ERNATES: Product or manufacturer compnnents specified in these drawings are used as the basis of design for this project.Alternates for specified MATERIALS: �
<br /> items may be submitted to the EdR for review.However,contractor shall submit a current ICC-ESWIAPMO-ER report identifying that an alternative �
<br /> component has the same or greater load capacity than the specified item. Sawn Lumber:Confarm to grading rules of WWPA,WCLIB,or NLGA.Finger jointed studs acceptable at interior non-structural walls only. �
<br /> NON-STRUC7URAL COMPONENT5:Design,detailing and anchorage of all nonstructural components shall be in accordance with ASCE 7-10,Chapter Member Use Size Species Grade
<br /> 13 and the project specifications.Nonstructural components designed by others shall not induce torsional loading into supporting steel structural Posts 4x HF No.2 Q �
<br /> members without additional bracing of those members to eliminate torsional forces. Torsional bracing shall be designed by the nonstructural component Joists 2x6--2x12 HF No.2 �
<br /> designer and approved by the EOR.Anchorage to the primary structure is per the bidder-design contractor or supplier. Beams 4x8--4x12 HF No.2
<br /> Beams 6x8--6x12 HF No. 1 � � � �
<br /> / EGRESS SIDEWALrC EXIT �
<br /> TESTS & INSPECTIONS TO FRONT FROM DECK �
<br /> Joist Hangers and Connectors:Simpson Strong•Tie Company Inc.as specified in their latest catalogs was used as the basis of design for this project. PROPERTY LiN� (f� � � pNp
<br /> IN5PECTIONS:All construction is subject to inspection by the Building Official in accordance with IBC Sec 110.The contractor shall coordinate all Alternate connectors by other manufacturers may be substituted provided they have current ICGESWIAPMO-ER approval for equivalent or greater load � � � � � y � � +i � e'� �
<br /> required inspections with the Building Official.Submit copies of all inspection reports to the ArchitectlEOR fior review.The Building Official may accept capacities and are reviewed and approved by the EOR prior to ordering.Connectors shall be installed per the manufiacturer's instructions.Where o Ti � � � � •�
<br /> inspection of and reports by approved inspection agencies in lieu of Building Official's inspections.The contractor shall obtain approval of Building connector straps connect two members,place 1l2 of the nails or bolts in each member.Unless noted otherwise all nails shall be full length common. o o o � 6j �
<br /> � Official to use the third-party inspection agency and contractor shall alert the ArchitectlEOR as such. Nail straps to wood framing as late as possible in the framing process to allow ths wood to shrink and the building to settle. � y � � r-m �
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<br /> Nails and Staples:Conform to IBC Sec 2303.6"Nails and Staples."Unless noted on plans,nail per IBC Table 2304.10.1.Unless noted otherwise all r (� N �
<br /> SOILS AND FOUNDATION� �
<br /> nails shalf be common,Nail sizes specified on the drawings are based on the following specifieations: � � � L1_! � j
<br /> REF�RENCE STANDARDS:Conform to IBC Chapter 18°Soils and Foundations." COMMON NAILS 62�_���± � � � � W
<br /> GEOTECHNICAL INSPECTION:Site soil conditions,fill placement,and load-bearing requirements shall be as required by Section 1705.6 and Table Size Length Diameter =
<br /> 1705.6. Assumed values shall be field verified by the Building Official prior to placing concrete.The Builciing Official shall be permitted to waive the 8d 2-112" 0.131" � �
<br /> requirement for a geotechnical investigation where satisfactory data from adjacent area is available that demonstrates an investigation is not necessary 10d 3" 0.148" �
<br /> 16d 3-112" 0.162" NEW DECK
<br /> for any of the conditions in Sections 1803.5.1 -1$03.5.6 and Sections 1803.5.10-1803.5.11. 16d Sinker 3-1/4' 0.148" \ �
<br /> DESIGN SOIL VALUES:(Assumed) � �
<br /> Lag Bolts/Thru-Bolts/Anchor Bolts:Conform to ASTM A307.Provide plate washerslBPS washers untler the heads and nuts of all bolts and lag screws �
<br /> Allowable Soil Bearing Pressure � CLUBHOUSE
<br /> bearing on wood. �
<br /> 1500 PSF DL+LL ALI GUARDS REQUIR�D AND DESIGN�D/INSTALLED BY
<br /> 2000 PSF DL+LL+Seismiclwind NAILING REQUIREMENTS:Provide minimum nailing in accordance with IBC Table 2304.10.1 "Fastening Schedule"except as noted on the drawings. OTHERS SHAI L B� IN COMPLIANCE WITN IBC SFCTIONS
<br /> FOUNDATIONS:All foundations shall bear on structural compacted fill or competent native soil or as noted in these documents. Exterior perimeter Nailing for rooflfloor diaphragmslshear walls shall be per drawings.Nails shall be driven flush and shall not fracture the surface of sheathing. 1015 "GUARDS" �C 1607.8 "LOADS ON HANDRAILS, GUARDS,
<br /> footings shall bear not less than 18 inches below finish grade,or as required by the Building Official.Interior footings shall bear not less than 12 inches STANDARD LIGHT-FRAME CONSTRUCTION:Unless noted on the drawings,construction shall conform to IBC Sec 2308"Conventional Light-Frame GRAB BaRS, SEATS AND VEHICLE BARRIERS" AS APPLI�S TO �
<br /> below finish floor. Construction"and IBC Sec 2304"General Construction Requirements," USr & OCCUPANCY CLASSIFICATION GROUP A-3. \
<br /> COMPACTION:Unless otherwise specified by a Geotechnica�Engineer,footings shall be placed on compacted material and shall be well-graded o PROJECT#: 17-488.302
<br /> granular material with no more than 5%passing a#200 sieve.Fills placed shall be in maximum 8"lifts and all bearing soils shall be compacted to 95% �101STURE CONTENT:Wood material used for this project shall have maximum moisture content of 19/o. OR,4WN BY: TLE
<br /> maximum density at optimum moisture content using the Modified Proctor Test. PRESERVATIVE TREATMEN7:Wood materials are required to be"treated wood"under certain conditions in accordance with IBC Sec 2304.12 DESIGNED BY: JCW
<br /> "Protection against decay and termites."Conform to the appropriate standards of the American Wood-Preservers Association(AWPA)for sawn lumber, DATE: DESCRIPTION
<br /> CAS'T�IN-PLACE CONCRETE glued laminated timber,round poles,wood piles,and marine piles.Follow American Lumber Standards Committee(ALSC)quality assurance EGRESS STAIR EXIT TO � 3.30.2018 PERMIT
<br /> procedures.Products shall bear the appropriate mark. FRONT FROM DECK
<br /> REFERENCE STANDARDS:Conforms to the latest editions of the following: � 5.24.2018 BLDG DEPT RESPONSE 0
<br /> 1 ACI 318"Buildin Code Re uirements for Structural Concrete and Commenta " OCCUPANCY LOAD SIGNAGE LOCaTION,
<br /> � ) g a ry� METAL CONNECTORSIPT WOOD: All metal hardware and fasteners in contact with pressure treated lumber shall be stainless steel Type 316L.At the 100 PFRSON MAX OCCUPANCY
<br /> (2j IBC Chapter 19. Owner's risk and discretion,hot-dipped galvanized metal hardware and fasteners may be investigated for use in lieu of stainless steel provided that the
<br /> finish has a minimum zinc content of at feast 1.85 oz.lSF and its use is coordinated by the Contractor and Wood Supplier for the expected environment
<br /> FIELD REFERENCE:The contractor shall keep a copy of ACI Field Reference manual,SP-15,"Standard Specifications for Structural Concrete(ACI and moisture exposure for appropriate use based on the method of preservative treatment of the wood.
<br /> 301)with Selected ACI and ASTM References," 1
<br /> CONCRETE MIXTURES:Conform to ACt 318 Chapter 19"Concrete:Design and Durability Requirements.° ANCHORS �N����pJ`��
<br /> POST-INSTALLED ANCHORS:Provide post-installed anchors as speci6ed in these drawings.
<br /> MATERIALS:Conform to ACI 318 Chaptars 19&20.
<br /> SUBMITTALS:Provide all submittals required by ACI 301 Sec 4.1.2.Submit mix designs for each mix in the table below. Use of alternate products,or of post-installed anchors at locations not shown in these drawings,is subject to the approval of the ArchitectlEOR. Submit JURISDICTIONAL STAMP:
<br /> proposed anchors to the ArchitectlEOR with an ICC-ESRIIAPMO-ER report valid for the 2015 IBC or municipality where the building is to be constructed.
<br /> TABLE OF MIX DESIGN REQUIREMENTS Submitted ICClIAPMO reports shall demonstrate that the anchors are suitable for use in cracked concrete. Use acrylic anchors of equivalent strength
<br /> Member Strength Test Age Maximum Exposure Max Minimum �rrnen base material falls below 40F, Install anchors in strict accordance to lCC-ESRIIAPMO-ER report and manufacturer's instructions.Where anchors
<br /> °� (psi} (days) Agqreqate Classification WIC Ratin Air Content resist seismic loads,submitted ICC-ESR/IAPMO-ER reports shall demonslrate that the anchors are suitable for the resistance of seismic loads.
<br /> � Type/Location
<br /> � Foundations 2500 28 1" F1,CO 0.50 4.5'/a
<br /> a
<br /> � MIX DESIGN NOTES:
<br /> � (1) W/C Ratio:Water-cementitious material ratios shall be based on the total weight of cementitious materials.Ratios not snown in ine taole above
<br /> o are controlled by strength requirements.
<br /> N (2) Cementitious Content:The use of fly ash,other pozzolans,silica fume,or slag shall conform to ACI 301 Sec 4.2.2 9b.Maximum amount of�y
<br /> � ash shall be 20%of total cementftious content unless reviewed and approved otherwise by EOR.
<br /> � (3) Air Content:Conform to ACI 301 Sec 4.2.2.4.Horizontal exterior surfaces in contact with the soil require enfrained air.Use Exposure Caiegory
<br /> 2 F0,S0,W0,and CO unless noted otherwise. Tolerance is+/-1.5%.Air content shall be measured at point of placement.
<br /> a (4) Exposure Classificafion:7he mix design provided shall meet the requirements of ACI 318 Chapter 19,based on the exposure classification DOG PARK
<br /> �, indicatetl in the table above.
<br /> � (5) Slump:Unless otnerwise specified or permitted,concrete shall have at the point of delivery,a slump of 4"+�-1".For additional criteria,reierence SHEET TITLE:
<br /> �? ACI 301 Sec 4.2.2.2
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<br /> M FORMWORK:Conform to ACI 301 Sec 2"Formwork and Form Accessories."Removal of Forms shall conform to Sec 2.3.2 excepf sfrength indicafed in
<br /> � Se�2.3.2.�S�a„be o.,5��. G E N E RAL N OT E S e�
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<br /> o MEASURING,MIXING,AND DELIVERY:Conform to ACI 301 Sec 4.3. S(TE PL/'1N
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<br /> � HANDLING,PLACING,CONSTRUCTING,AND CURING:Conform to ACI 301 Sec 5.
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<br /> � CONCRETE CURING:Provide curing compounds for concrete as follows:
<br /> � (1) All concrete must achieve 2500 PSI compressive strength before being subjected to freezing and thawing cycles.
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<br /> .� (P�AN) STRUCTURAL SHEET INDEX
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<br /> o S3 ScCTIONS & DFTAILS
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