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<br /> STRUCTURAL NOTES :a � � � .
<br /> GENERAL REQUIREMEN7S SUBMITfALS:Provide atl submi�als required hy AC13U1 Sec 4.1.2.Submit mix designs for each mix in the table below. � f�� ,��„ �
<br /> �
<br /> BUILpING CODE&REFERENCE S"('ANDARDS:The"international Building Code"(IBC),2015 Edition,as adopied and modified by the City of Everett, TABLE OF MIX DESIGN REQUIREMENTS � w � ,
<br /> i in the Code does not relieve the contractor from com liance with the Member Stren th Test A e Maximum Exposure Ma�c Minimum � { � : -- �
<br /> govems the design and construction of this project. Reference to a specifie sect on P 9 9 ��� � �
<br /> "-�--�� `�
<br /> entire materials reference standards noted belaw.The iatest edition of the materials reference standards sha�l be used. 7ypelLocation (psi) (days) Ac� rg eqate Classification W/G Ratio Air Content * � " �
<br /> � �
<br /> Found�tians 2500 28 1" F1,CQ 0.45 4.5% �: -���"�:F�,=..,. � c�s
<br /> 0 STRUCTURAL WORK:New stora shed structure within a residentiai apartment complex. _ �
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<br /> SCOPE F 9e MIX DEStGN NOTES: ` "�" � �} � �� ' � �
<br /> DEFINIT(ONS:The following defini6ons apply to these general notes: (1) W!C Ratio:Water-cementitiousmaterial ratios shall be based on the total weight of cementitious materiais.Ra#ios not shown in the table above � t�'�',-, � � • � � � �;
<br /> a , __.
<br /> "Structural Engineer of Record"(EQR)-The Structural Engineer who is legally responsible for stamping 8�signing the structural documents for the are controlled by strength requirements. � ' � �
<br /> . . �_� � �
<br /> ro'ect.The EOR is res onsible for the design of the Primary Structura(System. � � � � � (2) Cementitious Conteni:The use of fly ash,other pozzolans,silica fume,or sfag shall conform to ACI 301 Sec 4.2.2 9b.Maximum amount of fly �I t?�I��s�E �: �'�����C���j�:� ,��;., � � � � ���=.._. :�� � •� �
<br /> P 1 P �,
<br /> ash shall be 20%of total cementi�ous content uniess reviewed and approved otherwise by EOR. Y� (�,�
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<br /> I : o on the individual drawin s shali ovem over these enera{notes. (3) Air Contenr Conform to ACI 301 Sec 4.2.2.4.Horizontal exterior surfaces in contact with the soil require entrained aic Use Exposure Category , �L1I�1�r r�t'I �'�f i� `�-- `
<br /> NOTE PRIORIT ES N tes g 9 9
<br /> F0,SQ,W0,and CO unless noted otherwise, Tolerence is+1-1,5%.Air content shall be measur e d a t poin t o f p lacemen t. � ^ � � � F .�
<br /> � p ' � �v WATER SPORTS SHED � � � �
<br /> SPECIFICATIONS:Refer to these notes,structurat drawings,and architecturat drawings which serve as specifications for this project. (4) Exposure Classifica6on:The mix design provided shall me�t the requirements of ACI 318 Chapter 19,based on the exposure classification � .
<br /> � x�;�{ � �
<br /> indicated in the table above. � ��� � . �
<br /> STRUCTURAL DETAILS: The structural drawings a�e intended to show the general character and e�ent of the project and are not intended to show all (5) Slump:Unless otherwise specified or permitted,conc�ete shall have at the point of delivery,a slump of 4"+1-1".For additional criteria,reference � t � _ � `� .
<br /> � �
<br /> details of the work. ACI 301 Sec 4.22.2. t # ��� ; . � 3 � � � .
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<br /> "F rmw rk and Form Accessories."Removal of Forms shall con#arm to Sec 2.3.2 exce t strength indicated"m
<br /> ARCNITECTURAL DRAWINGS:Refer to the Architectural drawings for information including,but not limited to:dimensions,elevations,slopes,door and FORMWqRK:Conform to ACI 3U1 Sec 2 0 o p ,' y � ' � ' ���,������ E � r'� t"1�',Ett;t;�
<br /> window openings,drains,depressions,waterproofing,finishes and other nonstructutal items. Sec 2.3.2.5 shall be 0.75 fc. � � � $ y
<br /> � � � � ` � �� Permit#: B1805-044 � ��`'
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<br /> STRUCTURAL RESPONSIBILITIES:The EOR is responsible for the strength and stability of the Primary Structure in its completed state. MEASURING,MIXING,AND DELIVERY:Co�farm to ACI 301 Sec 4.3.
<br /> �`'� ' ' ` _ �. �: � Address: 11225 19TH AVE SE SHED x' �'��.'*'�';����;����'���'''�v'���
<br /> � �t ' � :� Site � � F�;��,4���,��������, �t
<br /> � ` , w T�- Owner: RISE PROPERTIES(ARTESIA) LP x ������.������'�����,��
<br /> CONTRACTOR RESPONSIBILITIES:The contractor is responsible for the means and methods of construc6on and all job-related safety standards such as HANDLING,PLACWG,CONSTRUCTING,AND CURING:Conform to ACI 301 Sec 5. � � �f l . �_;� Tenant: [TenName �` ���� ` �"�-���h�F���
<br /> OSHA and WISHA.The contractor is res onsible for the strength and stabiliiy of the structure during construction and shall provide temporary shoring, k ] �� ��3
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<br /> � � �' App. Date: 5/30/2018 �
<br /> bracing and other elements required to maintain stabilit�unfil the structure is completed.It is the contractor's responsibility to be familiar with the work CONCRETE CURING:Provide curing eompaunds for cancrete as follows ��� � �
<br /> re uired in the construction documents and the re uirements for executing it properly. (1) All concrete must achieve 2500 PSI campressive strength before being subjected to ireezing and thawing cydes. } Proposed Use: COMMERCIAL � .,_��
<br /> *' ' � Description: BUILD SHED FOR WATER EQUIPMENT
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<br /> �� �. ' �^ � 16'X26'
<br /> DISCREPANClES:In case of discrepancies between these general notes,the contract drawings and specifications,andlor reference standards,the EOR CONSTRUCTION JOINTS:Conform to ACI 301 Sec 2.2.2.5,5.1.2,3a,5.2.2.1,and 5.3.2.6.Construction joints shall be located and detailed as on the
<br /> shall determine which shall ovem.Discre ancies shall be brou ht to the attention of the�OR before roceedin with the work.Accordin 1 ,an conflict in or constrvction drawin s.Use of an acce table adhesive,surface retarder,PorHand cement rout,or rou henin the surface is not re uired unless ' _�'` ` SEAL:
<br /> 9 P 8 P 9 9Y Y 9 P 9 9 9 q �
<br /> �. �
<br /> between the Contract Documents shall not be a basis for adjustment in the Contract Price. specifically noted on the drawings.Wnere shear bond is required,roughen surfaces to 114 amplitude. "� Reviewed By� Date:�����,����
<br /> 7�'7�i`�i �� �
<br /> I i en ions and conditions at the site rior to fabrication and�or consfn,iction.Conflicts between the EMBEDD�D 1TEMS:Position and secure in place expansion joint material,anchors and other structural and non-structural embedded items before �Office Set �ob Site Set Fire/Planning Set �y,ETg A• J
<br /> SITE VERIFICATION:The contractor shall verify a I d m $ p
<br /> rawin s and actual site condi4ons shall be brou ht to the attention of the EOR before proceeding with the work. AII underground utilities shall be determined placing concrete.Contractor shall refer to architectural drawings and coordinate all other emhedded items. .�'ti�'' oF AAS$���
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<br /> by the Contractor prior to excavation or drilling.
<br /> CONCRETE REINFORCEMENT F� p
<br /> (P��v)
<br /> DESIGN CRITERIA �/
<br /> REFERENCE STANDARDS:Confortn ta V1 C I N I 1 I MAP �
<br /> CONSTRUCTION LOADS:Loads on the sUucture during construction shall not exceed the design loads or the capacity of the parGal(y completed (1) ACI 301 "5tandard Specifications for Structural Concrete"Sec 3"Reinfarcement,and Reinforcement Supports." =� ��`'- 25751
<br /> 1 � �����'���
<br /> consUuction. (2) IBC Chapter 19,Concrete. $� ��z �'
<br /> (3) ACI 318 and ACI 318R. SCALE:N.T.S. dNAL
<br /> N .,� .
<br /> SNOW LOAD: The roof snow load is determine by using Chapter 7 of ASCE 7-10 in accordance with IBC Section 1608 and with the following factors; (4) ACI SP-66"ACI Detailing Manual"including ACI 315"Detail$and Detailing of Concrete Reinforcement."
<br /> (5) CRSI MSP-2"Manual of StandaM Practice" ������� ,
<br /> Minimum roof design load 25 psf without drift
<br /> Ground Snow Load,Pg=20 psf SUBMITfALS:Conform to ACI 301 Sec 3.1.1 "Submittals,data,and drawings"Submit placing drawings showing fabrication dimensions and locatians �����1 T��a�� ��.��.
<br /> Importance Factor,Is=1.0 for placement of reinforcement and reinforcement supports. ������t��r�������r
<br /> Flat Roof Snow t,oad,Pf=19 psf r � !� ��� (� {� c., �
<br /> Thermal Factor Ct=1.0 MATERIALS: ���r�� ������ `�.
<br /> � Reinforcing Bars ASTM a615,Grade 60,deformed bars.
<br /> S�i� 8 201$
<br /> WIND DESIGN:Wind load is determined using Chapter 27 of ASCE 7-10 in accorciance with IBGSection 1609 with the following factors: Smooth Welded Wire Fabric ASTM A185
<br /> Bar Supports CRSI MSP-2,Chapter 3"Bar Supports."
<br /> 8asic Wind Speed(3•Second Gust) V=110 MPH Tie Wire 16.5 gage or heavier,black annealed. �IT Y O F E V�I�E��'�`
<br /> Permit Services
<br /> Wind Importance Factor Iw=1.0 Risk Category=II
<br /> Exposure Category=B GCpi=t0.18 FABRICATIQN:Conform to ACV 301,See 3.2.2"Fabrication,"and ACV SP-66"ACI Detailing Manual"
<br /> Kzt=1 A � � =
<br /> W�LDING:Bars shall not 6e welded unless authorized. W
<br /> � At���n���p (f� `_'�'
<br /> Analysis Procedure-All Heights per ASCE 7,7able 27.2-1 ��
<br /> PLACING:Conform to ACI 301,Sec 3.3.2"Placement"Placing tolerances shall conform to Sec 3.3.2.1"Tolerances." �L��`���� � ���N��'Y � �
<br /> SEISMIC DESIGN:Earthquake design is determined using Chapter 12 ASCE 7-10 in accordance with IBC Chapter 16 with the following factors: �� y�� �}�'+t1(� ���,���� W
<br /> Im rtance Factor le=1 A CONCRETE COVER:Conform to the following cover requirements from ACI 301,Table 3.3.2.3. - __ _�.� �
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<br /> Ris�k Category=ll Concrete cast against earth 3" Gr,i �. �� � _��� � � j pNp '
<br /> = Sds=0.841 Concrete exposed to earth or weather(#5&smaller) 1-112" /�
<br /> �
<br /> Ss 1.412 g 9 �"" Q
<br /> S1 =0.543 g 8d1 =0.543 g �
<br /> Site Class=D Seismic Design Category=D SPtICES&DEVELOPMENT LENGTH:Conform to ACf 301,Sec 3.3.2.7.Refer to Lap Spiice&Developmer�Schedule for 2500 psi concrete below. � -"� �
<br /> Lap all continuous reinforcement and corner bars per Schedule.The splices and development lengths indicated on individual sheets control over the rJ, �
<br /> Wood Structure schedule.Use Class B splices unless otherwise noted.Mechanical connections may be used whe�approved by the EOR. v � �
<br /> �
<br /> • Basic Seismic Force Resisting System:G-O6(Cantilevered Column Systems)Timber frames _ � _ � _ PROPERTY LINE _ ! T _ ,,_ ,_ _ _ � '� � N �
<br /> , • Analysis Procedure:Equivalent latera!force procedure,per ASCE 7-10,Section 12.8 LAP&DEVELOPMENT SCHEDULE(Concrete strength Pc 2500)
<br /> W �
<br /> . R=1.5 ` � Q t-- W
<br /> . Cs=0.628 BarDesignation Lap Lenqth,ls DevelopmentLength,Ld �—.1— , ,�� � �����.W�T i3EE�l W .
<br /> • Cd=1.5 #l4 32" 24° �rl:�F[7���IV1�1'�"T.,
<br /> . W-1.5 #5 39a 30" � E E B � �,�p�C�V�d FUR�fH� i�SU��NCE OF F-- ,?�,
<br /> �1EC��A�aICAl. FIR� �
<br /> WWF 8 on all sides and edges � ���� t�WQ�K�' �
<br /> DESIGN BASE SHEAR:Design Base Shear (Seismie Govemed)(ASD),V=1.46K(N/S) � �
<br /> St}FP'F��5SIOiV,�LECTRIC�L Ui�
<br /> (Wind Govemed)(ASD),V=1.96K(E!W) FIELD BENDWG Conform to ACI 3Q1 Sec 3.3.2.8."Field Bending or Straightening."Bar sizes#3 through#5 may be field bent cold the first 6me.Other ���M���G�'��DAIvC�.
<br /> bars require preheating.Do not twist bars. '
<br /> DEFLECTIONS: .
<br /> � Roof Tota4 Load Deflecction Limit: LI240 CORNERS BARS:Provide matchin�-sized"L"comer bars for all horizontal wall and footing bars with the appropriate splice Isngth,UNO. G �
<br /> Roof Live load Deflection Limit: L1360 � �
<br /> WOOD FRAMING I �—� PARKING L:OT A
<br /> LIVE LOADS: I
<br /> Roof(Live) 20 PSF REFERENCE STANDARDS:Conform to:
<br /> Roof(Snow) 25 PSF {1 j IBC Chapter 23"WOOD.°
<br /> (2) NDS and NDS Supplement-"National Design Specification for Wood Constructio�° \
<br /> SUBMITTALS
<br /> OR for review.Co tractor shall submit a current ICC-ESRlIAPMO-ER re ort ef \ PROJECT#: 17-488.301 T
<br /> ALTERNATES:Altemates for specified item may be submitted to the E n p �2N� �R SE �/
<br /> SUBMITTALS:Shop Drawings shall be submitted to the Architect/E0R prior to any fabrication or conshuction for all structural items as noted below.The identifying that an altema6ve component has the same or greater load capacity than the specified item. + F C �yO DRAWN BY. TLEtSAT
<br /> contractor shall review and place a shop drawings stamp on the submittal before forvvarding to the EOR.Submittals shall be made in time to provide a DESIGNED BY: JCW
<br /> minimum of one week for review by the EOR. Additional submittals required for this project are specified in khe specific sections below.Reference the 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 /> GtS�� DATE: DESCRIPTION
<br /> individual material section for specific information to be induded in the submittaL certifying agency.
<br /> 05.04.2018 PERMIT
<br /> ALTERNATES: Product or manufacturer components specifled in these drawings are used as the basis of design for this project.Altemates for specified MATERIALS: W � 09.13.2018 BLDG DEPT REVISIONS a
<br /> items may be submitted to the EOR for review.However,contractor shal!submit a current ICC-ESR/IAPMO-ER repa�t identifying that an altemative � �
<br /> component has the same or greater load capacity than the specified item. Sawn Lumber:Conform to grading rules of WWPA,WCLIB,or NLGA.Finger jointed studs acceptable at interior non-structural walls only. � �
<br /> TESTS&(NSPECTIONS Member Use Size Species Grade o ( H M f —
<br /> POStS 4x4,4X6,4X8 HF N0.2 ,_ �
<br /> INSPECTIONS:All constn�ction is subject to inspection by the Bu�ding Official in accordance with IBC See 110.The contractor shall coordinate al!required Beams 4x4-4x12 HF No.2 ''" ,
<br /> inspections with the Building Official.Submit copies of all inspection reports to the ArchitecttEOR for review.The Building Official may accept inspection of Beams Bx6-6x12 HF No.1 SCOPF OF WORK:
<br /> and reports by approved inspection agencies in lieu of Building Official's inspections.The contractor shall obtain approval of Building Offiaal to use the Posts 6x6 HF No.1 WATER SPORTS SHED
<br /> ¢
<br /> third-pa�ty inspection agency and contractor shall alert the Architect/E0R as such. ,
<br /> Wood Structural Sheathin9 PI d : Wood APA-rated structural sheathing includes: all veneer plywood, oriented strand board, waferboard,
<br /> ND OUNDATIONS particleboard,T1-11 siding,and composites of veneer and wood based material. Conform to Product Standards PS-1-95 and PS-2-92 of the U,S.Dept � / JURISDlCTIONAL STAMP:
<br /> SOILS A F
<br /> of Commerce and the American Plywood Association(APA). 30'_
<br /> . " � A . .. I . , ' . . . _ O�)�/
<br /> REFERENCE STANDARDS:Conform to IBC Chapter 18 Soils and Foundations.
<br /> Minimum APA Rating
<br /> DESIGN SOIL VALUES(ASSUMED}; location Thickness Span Rating Plywood Grade osure T
<br /> Allowable Soil Bearing Pressure
<br /> Roof 19132" 40I20 C-D 1 �(D r �
<br /> 1�,�
<br /> 1500 PSF DL+LL =
<br /> 2000 PSF DL+LL+Seismiclwind Joist Hangers and Connectors:Simpson Strong-Tie Company►nc.as specified in their latest catalogs was used as the basis of design for this project.
<br /> � Ntemate connectors by other manufacturers may be substituted provided they have current ICG�SRlIAPMQ-ER approval for equivalent or greater load �
<br /> � SLABS-ON-GRADE&FOUNDATIONS:AII slabs-on-grade and foundations shall bear on structural compacted fill or competent native soil or as noted in �pacities and are reviewed and approved by the EOR prior to ordering. Connectors shall be installed per the manufacturer's instructions. Where � K �J
<br /> g these documents. Exterior perimeter foo#ings shall bear not less than 18 inches below finish grade,or as required by the Building Offiaaf.Interior footings �nnector straps connect two members,place 1/2 of the nails or bolts in each member.Unless noted otherwise all nails shall be full length common. Nail ! �
<br /> � straps to wood framing as late as possible in the frarmn�process to allow the wood to shrink and the building to settle. � W X
<br /> shall bear not less than 12 inches below finish floor. �
<br /> � � _ � �
<br /> � COMPACTION:Unless otherwise specified by a Geotechnical Engineer,footings shall be placed on compacted maferial and shall be well-graded granular 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 nails T _ � � _ --�
<br /> 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%ma�mum shall be common.Nail sizes specified on the drawings are based on the following specifications W
<br /> a •
<br /> � density ak optimum moisture content using the Modified Proctor Test. COMMON NAILS � ~ SHEET TITLE:
<br /> � p�q
<br /> � Size Lenqth Diameter Q
<br /> �, CAST-tN-PLACE CONCRETE �
<br /> 8d 2-112" 0.131° � P
<br /> � " ° ' ' r �p
<br /> � REFERENCE STANDARDS:Conforms to the latest editions of the following: 10d 3 Q.148 0 ( V'`E N E R/1L N�TE CJ' &
<br /> 9 (1) A C I 3 1 8 B u i l d i n g C o d e R e q u i r e m e n t s f o r S t�c t u r a l C o n c r e t e a n d Co mmen t a ry". 16d 3-112 0.162
<br /> � �
<br /> N (2) IBC Chapter 19. 1 6 d S i n k e r 3-1/4' 0.1 4 8" `-
<br /> .�, , ,- .� �, S ITE PLAN._ .. ..
<br /> s
<br /> � ° r Stnactural Concrete ACI 301 NAILING REQUIREMENTS:Pravide minimum nailing in aCcordance with IBC Table 2304,10.1"�astening Schedule"except as noted on the drawings. � LL � `�`` ` °��`��
<br /> � FIELD REFERENCE:The contractor shall keep a copy of ACI Field Reference manual,SP-15, Standard Specifrcations fo � � Nailing far rooflfloor diaphragms/shear walls shall be per drawings.Nails shall be driven flush and shall not fracture the surfaee of sheathing. _ �
<br /> �� � R�
<br /> � with Selected ACI and ASTM References." -- — " — '- �� ��� , t� � J� � ,
<br /> � �— � � �
<br /> W „ MQISTURE CONTENT:Waod material used for this project shall have maximum moisture content of 19%except for the pressure-treated woad sill plate. �
<br /> � ;�, � �� � )
<br /> a CONCRETE MIXTURES:Conform to ACI 318 Chapter 19"Concrete:Design and DurabilityRequirements. �� � .M b �� ���� �
<br /> Q ; SHEET NUMBER:
<br /> � MATERIALS:Conform to ACI 318 Chapters 19&20. PRESERVATIVE TREATMENT:Wood materials are required to be"treated wood"under certain conditions in accordance with IBC Sec 2304.12 '� ' ` °' �`��'� j�✓� .
<br /> "Protection against decay and termites."Conform to the appropriate standards of the Rmerican Wood-Preseroers Association(AWPA)for sawn lumber, � �� � i (
<br /> � glued laminated timber,round poles,wood piles,and marine piles.Follow American Lumber Standards Committee(ALSC)quality assurance procedures. �':�j `E � rv "
<br /> (PLAN)
<br /> s
<br /> � Products shall bear the apprapriate mark.
<br /> � � S1TE PLAN � ��� '_ � r�
<br /> � S1
<br /> - M�TAL CONNECTORS/PT WOOD: All metal hardware and fasteners in contact with pressure treated lumber shall be stainless steel Type 316L.At the Z � G
<br /> � pwner's risk and discretion,hot-dipped galvanized metal hardware and fasteners may be inves6gated for use in lieu of stainless steel provided that the SCALE: 1"=60' � ,�� W �,��� �� ��������
<br /> � finish has a minimum zinc content of at least 1.85 oz./SF and its use is coordinated by the Contractor and Wood Supplier for the expected environment 0' .5x' 1 x' 2x
<br /> � and moisture exposure for appropriate use based on the method of preserva6ve treatment of the wood. �������� ��� ������
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