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Permit#: PW16Q5-013
<br /> Site/�ddress: 33Q1 SEAWAY 6LV�
<br /> Qwner: SEAWAY WEST LLC
<br /> �
<br /> Tenant_ SEAWAY CENTER/BERTCH WAREHOUSES
<br /> ` ��I�VY��ir� ����1�$6J APP. Dar�: 5/12/2Q16
<br /> Prapased Use:
<br /> �� ���� � � �� � � � SHOP DRAWIPdG R�VI�W: Once the contractor has complefed his review, the SER wiil review the Descripnan: 6ERTCH CAPITAL RETAININ6 WALL
<br /> _ submitta! for generai conformance with the design c�ncept and the contract dacuments of the buifding and TA�LE OF MIX DESI{aN REQUIREMEN75 MARK DESCRIPTION MARK DESCRIPTION -�srs�oE oFs�TE
<br /> will stamp the submittal accordmgly. Mark�ngs or comments shail not be construed as relieving the contrac-
<br /> tor from compliance with the project plens and specifications, nor departures there fram. The SER will return -
<br /> C��NERAL �t�QU1�Ei6��NTS submittals in the fQrm the are submitted in either hard ca or e(ectronic . For hard co submittals, the Member Stren th Test A e Nominal Ex osure Max Air Con- Notes �
<br /> Y t PY ) E�Y 9 g P FOOTING SYMBOL (REFER TO y i�,��� Da � �
<br /> cantractor is responsible for submitting the required number of copies ta the SER for review. TypelLocation fc(psi) (days) Maximum Class W/C tent (1 ta 8 Typicaf F2�0 SPREAD FOOTiNG SCHEDULE} I INDICATES WIDE FLANGE COLUMN Reviewed e : t�. ��!
<br /> Aggregate Ratio UNO)
<br /> , SHOP DRAWING DEVIATIONS: When shop drewings (camponent design drawings} differ from ar Footin s �° INDICATES HOLLOW STRUCTURAL �office set 1oh sir_e set Fire/Planning Set
<br /> Gt7V�R(dING CODE: The design and construction of this project is governed by fihe 7r�temational Build9ng 9 3a�d 28 1 - - - - PlLE CAP SYMBOL (REFER TO
<br /> add ta the requirements of the structura! drawings they shall be designed and stamped by the responsible P� PILE CAP SCHEDULE) d SECTION (HSS) COLUMN OR
<br /> Cade (I�Cj", 2015 Edition, hereafter referred to as the IBC, as adapted and modified by the City of SSE. Site Reteining Wails 300Q 28 1" - Q.45 5% - TUBE STEE� (TS) COLUMN
<br /> Everett, WA understood to be the Aufhority Having Jurisdiction(AHJ}. — ��.�
<br /> TILT-UP/PRECAST CONCRETE WAL� INDICATES NOLLOW STRUCTURAL
<br /> �t�F�RENCE STANDARDS: Refer to Chapter 35 of 2015 IBC. Where ather Standards are noted in the Table of Mix Design Requirements Notes: � CQNNECTION SYMBOI. o SECTION (HSS) COLUMN OR .°�ur�,
<br /> drawings, use the latest edition of the standard unless a specific date is indicated. Reference to a specific
<br /> INSPEC'T_I.O�1S, Ql3a4l�iTY ASSUR�A[dCE VERiFICAi'IONS A1VD 7ES7' REQUIR�i��P1T5 (REFER TO CONNECTION DETAIL) STEEI. PIPE COLUMN
<br /> section in a code does not relieve the contractor from compliance with the entire standard. (1) W/G Ftatio: Water-cementitious material ratios shall be based an the total weight af cemenfiitious ma- W6 SHEAR WAL� SYMBOL (REFER TO
<br /> C� o INDfCATES WOOD PQST
<br /> 1NSPECTIONS: Faundations, footings, under slab systems and framing are subject to inspection by the terials. Maximum ratios are cantrolled by strength noted in the Table of Mix Design Requirements and SHEAR WALL SCHEDULE) � 1° C �1 I � G C t 5
<br /> dEFINITIC}NS: 7he following definitians cov�r the msanings �f certain terms used in these notes: Building Official in accordance with fBC 110.3. Cantractor shall coardinate all required inspections with the durabiiity requirements given in ACl 318 Sectian 19.3.
<br /> 8uilding Official. .
<br /> "ArchitectlEngineer"--The Architecf of Record and the Structural Engineer of Record. (2� Cementitious Materials: �1 REVISfQN TRIANGLE � INDICATES BUNDLED STUDS 2505 Third Avenue
<br /> SPECfAL INSPECTIONS VERIFICATfON5 and TESTS: Special (n5pections, Verifications and Testing a. The use of fly ash, other pozzolans, silica fume, or slag shall canform to ACI 318 Sections 19.3.2 Suite 324
<br /> • "Structural Engin�er caf Recarc�'�{S�R)-The structural engineer who is licensed to stamp&sign the shall be done in aceordance with IBC Chapter 17 and the S'fATEMENT �F SPECIAL INSPEGTIONS herein and 26.4.2.2. Maximum amaunt of fly ash shall be 25% of total eementitious content unless re- TILT-UP/PRECAST CQNCRETE WALL Seattle WA 98�21
<br /> structural documents for the praject, The SER is respansible for the design of the Rrimary Structu�al per I�C Sections 1704 and 1705, as applicable. viewed and approved otherwise by SER. �1 PANEL NUMBER (REFER TO TILT-UP/ � INdiCATES CONCRETE COLUMN :
<br /> System. b. For concrete used in elevated floors, minimum cementitious-materials cantent shall conform to PRECAST CONCREI�E WALL ELEVATfONS}
<br /> • "Submit for review" -Submit to the Architect/Engineer for review prinr to fabrication or construction. �PEG�AL INSPECTION AGENCY and SPECIAL INSPECTC7R5: Owner shall retain a WAB4 accredited ACl 341 Table 4.2.2.1. Acceptance afi lower cement content is contingent on praviding suppo�t- CMU WALL REINFORCING SYMBOL 206.720.7001 phane
<br /> Special Inspections agency to provide Special Inspections for the project. Specia) Inspectors shali be qua(i- ing data to the SER for review and acceptance. O (REFER TO CMU WALL REINFORCING ���'' INDfCATES PRECAST 2o6.72n.2949 fax
<br /> • "Per Pt�n"-indicates references to the structuraf lans elev�tions and structural eneral notes. fied ersons er(8C 1704.2.1. CONCRETE COLUMN
<br /> {� p � g P P c. Cementitious materials shall con#arm to the relevant ASTM standards listed in ACI 318 Section SCHEDULE)
<br /> 26.4.1.1.1(a). r-�-•� CONI'INUlTY PLATE LENGTH �,,,� WDICATES MOMENT FRAME �WW�Gr;�ftarchitects.com
<br /> STAT'EMENT �F SPEClAL IIVSPECTIONS. Special Inspections and Tes#ing per IBC Sections 1704 and
<br /> OTHER DRAWlNGS; Refer to the architectural, mechanical, electrical, civi( and plumbing drawings �o'J�
<br /> 1705 are required for the follawing: (3} Air Content: Conform to ACI 318 S�ction 19.3.3.1. Minimum standards far ex osure class are nated in (REFER TO TYPICAL DETAIL} CONNECTIQN
<br /> far additional infarmation including but not limited tn: dimensions, el�vation5, slopes, daor and window op�n- p •
<br /> in s, non-bearin walls stairs, finishes drains, water raafin , railin s, mechanical unit locations, and ather the table. !f freezing and thawing class is not noted, air content given is that required by the SER.
<br /> 9 � ' ' � � g p Tolerance is±1'l�%. Air content shall be measured at paint of placement. DS (R�EFER�OD�HE�GOUBLERSH�ARNE�C�OE �� INQICATES DRAG CONNECTION
<br /> nonstructural items, SOILS & FOUNDATION CONSTRUCTION er IBC Section 9705.6
<br /> CONNECTIONS DEi'AI!) . -
<br /> �7'FtUCTURAL D�TAILS: The structuraf drawin s are intended to show the eneral character and extent of • periodic inspection af sails earthwork per Table 1705.6 is required fnr: (4) Aggrega�es shaf(conform to ASTM C33.
<br /> 9 9 INDICATES NUMBEI� OF STUD RAIL
<br /> the ro'ect and are not intended to show all details af the wark. Use entire detail she�ts and s �cific detaiEs o Footing sail bearing surfaces prior to placing any reinforcing steel INDICATES WOOD OR STEEL STUD
<br /> p � « �� � �z a� o Excavation depth and bearing layer prior tQ placing any reinforcing steeL (5) Slump: Conform to ACI 301 Section 4.2.2.2, Slump shall be determined at point of placement. SR REQUIRED AT CQLUMN (REFER TQ �=-� WALI.
<br /> referen�ed in the plans as typical wherever they apply. Similarly, use details on er�tire sheets with typical STUD RAIL DEfAILS)
<br /> in the name wherever they apply. o Compacted fill material classification. ROOF/FLOOR DIAPHRAGM NAILING
<br /> o Subgrade preparation prior to#illing. (6} Chloride Content: Conform to ACI 3�8 Table 19.3.2.1. 01 SYMBOL (REFER TO DIAPHRAGM �� INDICATES MASONRY/CMU WAL(.
<br /> STRUCTURAL REBPONSIBiL1T1ES: The structural engineer (SER) is responsible far the strength and . �on�{i�W�us ins ection er i'able s 1705.6 re uired for. NAILING SCHEDULE) �
<br /> P p f } a 7 Non-chloride acceleratar: Non-chloride accelerating admixture may be used in concrete placed at am- �
<br /> stability of the primary structure in its campletsd f�rm. � )
<br /> o Filling operations to satisfy requirements of IBC Table 1705.6 and the geatechnical repart bient temperatures befow 50°F at the contractor's option. �� STEEL �OLUMN S'fMBOL (REFER � INDICATES CONCREfE/TILT-UP
<br /> fisted under SOlL5& FOUNDATIONS section. TO STEEL COLUMN SCHEDULE) CQNCftETE WALL �
<br /> Cd�RDINATICIN:The Contractor is rssponsible for coordinating details and accuracy of the work; for con- o Compacted fill density testing of each lift, proper lift thickness and material classification. 8 ACI 318, Section 19.3.1.1 exposure classes shall be assumed to be F0, S0, P�, W1 and G2 unless �
<br /> firming and c�rrelating all q�antities and dimensions; for selecting fabrication processes; far techniques of O �
<br /> assembl ; and for erformin work in a safe and secure manrrer. different exposure classes are listed in the Table af Mix Desi n Re uirements that modi these base T/StAB ELEVATIQN SYMBOL (T/ REFERS .
<br /> y p � � q �` 70 COMPQNENT THA7 THE INDICATES WOOD QR STEEL S7UD LLI
<br /> C�NCRETE CONSTRUCTION per 18C Sectian 1705.3 and Tabfe 1705.3 incfuding: requirements. X -X ELEVATION REFERENCES) SHEAR WALL }� �
<br /> MEANS METHODS and SAFETY RE UIREMENTS: The cont�actor is responsible for the means antl STUD BUBBLE INDICATES NUMBER �
<br /> methods of construction and all job related safety standards sueh as OSHA and DOSH (Department of Oc- a Periodic inspectian required for: FORMWORK & RESHORING: Confarm to AG! 301 Sectian 2 "Farmwork and Form Accessories." Remaval � _ _ _ � -
<br /> cu ational Safe and Health . The con#ractor is res onsible for means and methods af canstruction related o Size& placement of a!{ reinforcing steel rior to the our. of Forrr�s shall eonfarm to Section 2.3.2 exce t stren th indicated in Section 2.3.2.5 shaN be 0,75 f c. °1 3 OF" 5TUDS R�QUiRED lF EXCEEDS
<br /> p � � p � p � � NUMBER SPECIFIED IN PLAN NOTE �-�`-v T�' (NDICATES BEARING WALI. BELnW �
<br /> ta the intermediafie structural candifsans (i.e. movement of the �tructure due to moisture and thermal effects; o Placement clearances around reinforcing steel at embedded conduit. ) ;�
<br /> constructian sequence; temporary bracing, etc}, o Construction and remova(of formwork and reshoring. MEASURING MIXING AN� DELIVERY: Conform to ACI 301 Sectian 4.3. IND{CATES STEP IN FOOTWG
<br /> o P facing &size o f cas t-in-p lace bo l ts an d em be d de d fa brica tions prior to t he pour. �—� (R E F E R T O 7 Y P I C A L S T E P I N ��...�..�.� I N D I C A T E S E X I S T{N G W A L L
<br /> �RAGiN�/SH�RiNG DESlGP! ENGlNEER: The contractar shall at his discretian ernploy an SSE, a regis- o Shape, iacatian &dimensions af inembers formed. HANDLING, PLACING. CONSTRUCT1NG AND CURING: Conform to ACI 301 Section 5. In addition, hot FO�TING DETAIL) � �
<br /> tered rofessional en ineer far the desi n of an tem ora bracin and shorin weather concre#ing sha(I conform #n AGI 3Q5R-10 and cold weather concretin shall conform to ACI 306R-
<br /> P g 9 Y p rY 9 9� o Use of the required design concrete mix. �� g �_ DETAILS OR SECTION CUT pOST-TENSION DEAQ END (PLAN) �
<br /> o Maintenance af specified curing temperature and techniques, X/SX.X (n�AIL NUMBER/SHEET NUMBER)
<br /> TEMP�RARY SH�RING �RACING: The contractor is responsible for the strength and stability of the struc- a Verification of in-situ concrete strength prior to removal of shores and forms ftom beams and �
<br /> ture during constructian and shall provide temporary shoring, bracing and ather elements required ta main- struc#ural slabs.
<br /> CONSTRUGTION JOINTS: Confarm to ACI 301 Sections. 2.2.2.5, 5.2.2,1 and 5.3.2.6. Construction jaints x pETAlLS OR 5EC710 T
<br /> tain stability until the structure is camplste. It is the cantractor's responsibility to be familiar with the work re- shall be lor.�ted and detailed as on the construction drawings. Submit alternate locatians per AC( 301 Sec- �' sx.x N CU IN PIAN PO5T-TENSION STRESSING END PLAN �
<br /> q q � � � � p y, . p q g tion 5.1.2.3a far review and a y p � �, p , VIEW (DETAIL NUMB�R/SHEET NUMBER) � � •
<br /> uired in the construction documents and the re uirements for executin it ro erl Cantinuous ins ection re uired durin the. pprav�l b the SER hnro weeks minimum nor ta formin Use af an acce tabfe �,.. �.,]
<br /> o Piacing of reinforced concrete, far proper application techniques. adhesive, surtace retardant, Partland cement grout or roughening the surface is nok required unl�ss specifi- � INDICATES LOCATIGN OF CONCREfE
<br /> CONSTRUC710N L�ADS:.Loads on the structure durin canstructian shall nat exesed the desi n o Placin of concrete around cast-in- lace bolts and embeds. cally nated on the drawings. ����• � POST-TENSION PROfILE PLAN
<br /> g 9 J p WALLS, SNEAR WALLS OR BRACED � �
<br /> loads as noted in DESIGN CRI�TERIA& LOADS belaw or the capacity oP partially completed construction as o Sampling of fresh concrete. �X/SX.X FRAME ELEVATIONS : (IN INCHES) � _
<br /> determined by the Gontractor's SSE for Bracing/Shoring. o Determinations of slump, air c,Qntent and temperafure. STRENGTH TESTING AND ACCEf�TANCE: SPAN INDICATOR (INDICATES EXTENTS
<br /> o Grouting operation of post-insta(led bolts or rebar dowels. �.-�� OF �'RAMING MEMEERS OR OTHER INTERMEDIATE STRESSING (PLAN)
<br /> CHANGES IN L�AD(NG; The contractar has the responsibi[ity ta notify the SER af any architectural, me- Testinq: CJbtain samples and conduct tests in accordance with ACI 301 Section 1.6.3.2. Additianal sam- STRUCTURAL. COMPONENTS)
<br /> chanical, electrical, or plumbing load imposed onto the structure that differs from, or that is not documanted ples may be required to obtain concrete strengths at altemate intervals than shown belaw.
<br /> on the original Contract Documents (architectural /structural 1 mechanical/elecfrical or plumbing drawingsj: CONTRACTOR RESPOI�SIBILITY: Prior to issuance of the buiiding permit, the Contractor is required to + Cure 4 cylinders for 28-day test age, test 1 cylinder at 7 days, t�est 2 cylinders at 28 da s, and hold �;� INDICATES DIRECTION OF DECK SPAN
<br /> Provide documentation of location, loatl, size and anchora e of at! undacumented loads in exces� of 400 y
<br /> g provide the Authority Having Jurisdiction a signed, written acknowledgement of the Contractor's responsibili- 1 cylinder in resenre for use as the Engineer directs. After�6 days, unless notified by the Engineer
<br /> pounds. Provide marked-up structural plan indicating lacations of any new equipment or loads. Submit plans ties associated with the above Statemen# of Special Inspectic�ns addressing the requirements listed in IBC to #he contrary, the reserve cylinder may be discarded witi�out being tested far specimens meeting
<br /> ' to the Architect/Engineer for review prior to instaUation. y y' ����EVI�TI�NS �
<br /> Section 1704.4. 28-day strength requirements. The number of cylinders indicated abave reference 6 b 12 in c lm-
<br /> � der�. {f 4 by 8 in cylinders are to be used, additiona(cylinders must be cured for testmg of 3 cylin- �QN�(J�„'�'f!�(y'j"
<br /> NC1TE P�ltJFZITIE�: Plan and detail notes and specific loading data provided on individual plans and ders at test age per the table of mix design requirements.
<br /> detai(drawings supplements information in the Structural General Notes. SQ1LS AND FE)UNDATfONS c Ang I e FDN Foundat i on PSF Paunds per Square �
<br /> AB Anchor Boft FIN Finish Foot
<br /> C�15�REPANCtES: In case of discrepancies between the Genera! Notes, Speci�cations, Plans/Datails or Acceptance. Strength is satisfa�kory when: ADDL Add i f i ona I FLR F I oar PS I Pounds Per S uar e "' �
<br /> Reference Standards, the Architect/Engineer shall determine which shall gvvern. piscrepancies shall i�e REFERENCE STANDARDS: Conform to IBG Chapter 18°Soils and Foundatians." ADH Adhes i ve FRP F i berg I oss I nch p -
<br /> (1) The averages of all sets of 3 consecu#ive tests aqual t�r exceed the specified strength. AL T A I t e r n a t e R e i n f o r c e d p(a s t i c PS L P a r a I I e I S t r a n d °-� _� r=�y �
<br /> braught to the attention of the ArchitectlEngineer before proceeding with the work. Should any discrepancy GEOTECHNICAL REPORT: Recommendations contained in Geatechnical Re ort T-7342 b Terra Associ- ARCH Ar ch i t e c t u r a I �'RT F i r e Re t a r � � � � � � `� � ��
<br /> be faund in the Contract Daeuments, the Cantractor will be deemed to have included in the price the mvst t P Y (2) No individual test falls belaw the specified strength by more than 50Q psi. dan t Tr ea t ed Lumber
<br /> ex ensive wa of com letin the work, unless rior ta the submission of the rice, the Contractvr asks for a ates Inc. dated May 11 , 2016 were used for design. B o r BOT Ba t t om FTG Fao t i n 818 STEVVART STREET•SU 17E 1000
<br /> p Y p � � p � A"test" for acceptance is the average strength of two 6 by 12 in. cylinders ar fhree 4 by 8 in. cylin- g � P-T Post-Tens i oned
<br /> decision from the Architect as to which shall govern, Accordingly, any conflict in or between the Cantract / Bot fom Of F/ Face of PT Pressure Treafed SEATTLE, WASHINGTON 98101
<br /> CONTRACTOR'S RESPONSlBILITIES: Contractor shall be res onsible to review the Geotechnical Re ort ders tested at the specified test age. BLDG Bu i l d i n GA Gage R Rod i u s PHONE:(206)332-1900 � FAX:(206)332-1600
<br /> Documents shall not be a basis far adjustment in the Contract Price. and shall follow the recommendations specified therein including, but not iimited to, subgrade preparati ns, g
<br /> BLKG B f ock i ng GALV Ga I van i zed RD Roaf Dra i n WEBSITE: www.dci-engineers.com
<br /> pile installation procedures, ground water management and steep s(ope Best Management Practices." CONCRET� PLACEMENT TOLERANCE: Conform to ACI 117-10 for concrete placement tolerance. BMU Br i ck Masonr Un i t GEOTEGH Geo t echn i ca I REF Ref er/Ref erence C IV!L / STRIJ CT�1 RAL
<br /> SIT� VERiFICATION: The contractar shall verify all dimensions and conditions at the site. Conflicts B P Base I a t e y Gl. G I ue Lami na t ed RE I NF Re i n f orc i ng Oc�Py�:a����l20>>a'a,�ut� co����:��.�o !��. a�i �:��,:, �z,z���e�
<br /> be#ween the drawings and actual site canditions shall be brought to the attention of the ArchitectlEngineer p 7r.rs:hoTent,nnd the id=,as m�d dasi,n;moy not te,>.,,G�.:� ryh�:P�.,
<br /> before proceeding with the work. GEOTECHNICAL SUBGRADE INSPECTION: The Geotechnical Engineer shall inspect al( sub-grades and BRBF Buck I i ng Res t r a i ned T imber REQD Requ i r ed ,,pert,•.vi;�Gut adltan po�rn!ssiln from D'Pn�a!u;tr;v=.isuno:n:,
<br /> prepared soil bearing surfaces, prior to placement of foundafian reinfiorcing steel and concrete. Geoteehnical Ct7NCRETE R�INFt3RC�lI��NT Braced Frame GWB Gypsum Wo I I Bodrd RET Re t o i n i ng ��,���o`��rr;e�aunu Ina diaslc;ma�„i«y�,3���rt���,;:3,�.�,,;�o�„f,,.,.
<br /> A[7JACENT UTILITI�S: The cantractar shal! detarmine the locatian af all adjacent underground utili- �ngineers shall provide a (etter to the owner stating that soils are adequate to suppart the "Allowable Foun- BRG Bear i ng MDR Heoder SCBF Spec i o! Concen t r i c Sl`AM�' �
<br /> ties prior #a sarthwork, faundations, shoring, and excavati�n. Any utility information shown on the drawings dation Bearing Pre�sure(s}" shown below, RE�ERENCE STANDARDS: Conform to: BTWN Between HF Hem-�i r Braced Frame
<br /> and details is approximate and no#necessarily complete. (1) ACI 3Q1-10 °Standard Specifications for Structural Concrete", Section 3 "Reinforcement and Rein- � Center I i ne HGR Hanger SCHED Schedu I e
<br /> DESIGN SOIL VALUES; forcement Supparts." C Camber ND Ho I d-down SHTHG Sheath i ng 0� � �'�' � '
<br /> • Safety Factor per Soils Report................. ........,... 1.5 (2} ACI SP-66 04 "ACI Detailin ° �.�' pF ��r��"flf `�ijf �
<br /> AL7ERNATES: Alternate praducts of similar strength, nature and form for specified items may be ••••���••••• O g Manual CB Cas f e I I a t ed Beam HOR I Z Hor i zon t o I S I M S imi I ar �, ,� ,�_., �
<br /> submitted with adequate technica[ dacumentation (proper test reporE, etc.} to the Architect/Engineer for re-
<br /> Aliowable Foundation Bearing Pressure.......................... 3Q00 PSF-5tructural Fi{I (3} CRSI MSP-09, 28t�'Editian, "Manual of Standard Practice." C I P Cos t i n P I ace HP H i gh Po i n t SM�' Spec i a f Momen t ��' � � �;,;�, ��
<br /> . Passive Lateral Pressure............... . . . . ............ 300 PSF'/FT 4 ANSI/AWS D1.4:2005, °Structural Weldin ��
<br /> CJ Construction or HSS - TS � ` ��
<br /> view. AI#ernate materials that are submitted without adequate technicaf documentation ar that significantly . � � • - ����•���•�••••� O g Code-Reinforcing Steel. ' - (Ho I I ow Frame „ �
<br /> Active Laterai Pressure (unresfrained}........................ .... 35 PSF/FT 5 (BC Ch�
<br /> devia te from fi he design in ten t a f ma teria ls speci fie d may be re turne d wi t hnu t review. A l terna tes t ha t require . ( } p ter 19-C o n c re t e. Con t r a I Jo i n t S t r uc t u r a I Sec t i an) S O G S I�b on Gr a de �
<br /> . At-Rest Lateral Pressure (restrained)............. .., 35 PSF/FT Plus unifarm load of 1fl0 PSF (6} ACI 318-14"Buildin Co �� CJP Cam f e t e Jo i n t I BC I n t er nat i onp I Bu i I d i n ' '��N
<br /> substantial effort to revievv will not be reviewred un(ess authorized by the Owner. ••�•�•••�•••••• g de Requiraments for Struetural Concre#e. A g SP Sou t her n P i ne �
<br /> Seismic Lateral Pressure ................................................. 8H PSF (7) ACI 117-1 0"Speci ficatians for Tolerances for Concrete Construction and Materials° Pene t r a t i on Code SPEC Spec i f i ca t i an `�; ``''�r 2���� �{``�:�;�
<br /> Coefficient ofi Sliding Friction............................................ Q.35 CLG Ce i I i ng I D I ns i de D i ameter 5Q Square ����,_`''+�li, i'````<�,�'��
<br /> �USMITfALS: Conform to RCI 3Q1 Section 3.1.1 "Submittals." Submit placing drawings showing fabrication CLR C I ear I E !nver t E I evat i on SR �St udra i I �"�1��11��1.,��}�
<br /> SUBNIITTA�.S FOUNDATIONS and FOOTINGS: Foundations shall bear on either on competent native soil or compacted dimensions and placernent loeations of reinforcement and reinfarcement supports. CLT Cross-Lami na ted 1 F I ns i de Foce SF Squara Foot �
<br /> sfructura{ fill as per the geotechnical report. Exterior perimeter faotings shall bear not less than 18 inches T`rmber 1 NT I n ter i or S5T Sto i n I ess Stee I Submittals/Revisians:
<br /> SU�MIT FOR REVIEW: SU�MITTALS of shap drawings, and product data are required for items noted in ���owfinish grade, unless.otherwisespecified bythe geotechnicalengineerandlorthe building officiaL CMl1 Concrefe Masonry k Kips STAGG Stagger/Staggered � � � �`
<br /> the individual materials sections and for bidderdesigned elements. MATERIALS: ��� f KSF K i ps Per Squore Fo�t STD standord PERMlT SUBMITTAL 04�10�17
<br /> FC}OTING DEPTH: Taps of footings shall be as shown an pfans with vertical changes as indicated with COL Co I umn LF L i nea I Foot ST I FF St i f fener
<br /> SU�MI'i i'AL REVIEW PERIOd: Submittals shall be made in time to pravide a minimum of 7V1t0 WEEKS or steps in the faotings; locations of steps shown as approximate and shall be caardinated with the civil grading Reinfarcing Bars..................................ASTM A615, Grade 64, deformed bars. CONC Cancre t e LL L i ve Load STL S t ee I � _
<br /> 10 WaRKING DAYS for review by the Architect/Engineer priar to the onset of fabrication. plans to ensure that the exferiar perimeter footings bear no less than 18 inches below finish grade, ar as oth- Bar Supports........................................CRSI MSP-09, Chapter 3"Bar Supports." CONN Cannec t i on LI.H Long Leg Ho r i zon t a I STRUCT St r uct u r a I ,
<br /> erwise indicated by the geotechnical engineer ar building afficiai. Tie Wire................... ............16 gage or heavier, black annealed. CONST Cons t r uc t i on L,LV Long Leg Ver t i ca I SWvVJ So I i d Web Woad
<br /> GENERAL CONTRAC70R'S PRIOR REVIEW: Prior to submission to the ArchitectlEn meer,the C€rntractar � �
<br /> • .....
<br /> 9 ������ � "� GONT Cont i nuous LP Low Po i nt Jo i st
<br /> shall review the submittal for com leteness. Dimensians and uantities are not reviewed b the SER, and . „ „ .. „ C'S I NK Coun t er s i nk LONG I T Lon i t ud i na I SYM S rrmefi r i � � ��-�������� -�-��-����`�����-��������-�---���----�
<br /> P q Y SLABS-QN-GRADE: All slabs-on-grade shall bear on compacted structura{ fifl or competent native snil per FABRICATION: Conform to ACI 301, Section 3.2.2. °Fabricatian , and ACI SP-66 ACI Detailing ManuaL 9 Y ���
<br /> therefare, must be verified by the General Cantractor. Con#ractor shall provide any necessary dimensio�al the geotechnical report. All moisture sensitive s(abs-on-grade or those subject to receive moisture sensitive CTRD Centered LSL Lami nated St rand Lumber T Top
<br /> details requested by the Detailer and provide the Contractor's review stamp and signature before farwarding coatin s/coverin shall be rovided with an a ra riate ca tlla break and va or barriedretardant over the WELDING: �ars shall not be welded unless authorized. When authorized, canform ta ACI 301, Section � Di ameter LVL Lami nofied Veneer Lurnber T/ Top Qf ---- -------- -
<br /> g � p �p � p � p DB Drop Beam MAS Masonry T&B Tap 8� Battom � �
<br /> to the ArchitectlEngineer. subgrade prepared and installed as noted in the geotechnicai report, barrier manufacturer's written recom- 3.2.2.2. "Welding",AWS d1.4, and provide ASTM A706, grade 60 reinforcement. �
<br /> DBA �eformed Bar Anchor MAX Maximum TC AX LQ Top Chord =
<br /> mendations and coardinated wi#h the�nishes specified by the Architect. DBL Doub i e MECH Mechan i ca I Ax i a f Load �W
<br /> PLACING: Conform to ACi 301, Section 3.3.2 °Placing." Placing tolerances shall canform ta ACI 117. DEMO Demo! i sh M E Z Z M e z z d n i n e T C X Top C har d Ex tens i on v�
<br /> �A�T-I N-P L�►C E C O N�R E T E DEV Devefopment MFR Manufacturer TDS Tie Dawn System '@ —
<br /> G��lCRETE CQVER: Conform to the following cover requirements unless noted otherwise in the drawings. o '
<br /> • Concretecasta ' n DF Dauglas Fir MIN Minimum T&G Ton us 8� Groove =�
<br /> R�FERENCE STANDARDS: Conform to: gainst earth.................................3 9
<br /> (1} ACI 301-10"Specifications for Structural Concrete" Concrete exposed to earth ar weather................2" D l AG D i agona l M I SC M i sce I I onenus THKND Th i ckened N s ---------------.-.-..-...-....-....----.-.-..--__._.___._____._.___..._
<br /> ,� DIST �isfiributed NIC Not !n Contract TNRQ Threaded � � �
<br /> (2) fBC Chapter 19"Concrete" �.; .
<br /> � {3} ACI 318-14"Buildin Code Re uiremenfs for Structural Concrete" SPLICES: Conform to ACi 3Q1, Sectian 3.3.2.7, "Splices". Refer to "T ��- Dead Load NLT No i I-Lami nated THRU Thraugh o r ��__.�____ _____��_.
<br /> 9 q ypical Lap Spliee and Development DN Qown T i mb e r TRANSV T r o n s v e r s e � �
<br /> � (4) AC) 117-10"Specifications far Talerances for Concrete Construction and Materials" Length Schedule" for typical r�inforcement splices. Splices indicated on individuaf sheets shall control over �.�
<br /> � D O D i t f o N T S No t To Sca I e TYP Typ i ca f •� Sheet Title: STRUCTURAL
<br /> the schedule. Mechanical connections may be used when approved by the SER. DP Dep t h/Deep OC On Cen t er UBC Un i f orm Bu i I d i ng ��
<br /> FIELD REFERENCE: The cnntractor sha(I keep a copy of ACl Field Reference manual, SP-15, "Standard DWG Drawing OCBF Ordinary Concentr ic Code °� GENERAL NOTES
<br /> Specifications for Structuraf Concrete(ACI 301}with Selected ACI and ASTM References." {E} Ex i s fi i ng Br aced Frome UNQ Un I ess Not ed .Y o
<br /> F1ELD BENDING: Conform to ACI 301 Section 3,3.2.8. "Field Bending or Straightening." Bar sizes #3 EA Eoch OD Ou t s i de D i ame t er Ot he rw i.se , s��
<br /> , C�NCRETE MIXTURES: Canform to ACI 301 Section 4"Cancrete Mi�ctures" and {BC Section 19Q4.1. through #5 rnay be field bent cald the first time. Subsequent bends and other bar sizes require preh�ating. EF Each F'ace OF Ou t s i de Face URM Unre i n f orced m� Q�t��
<br /> '� Do not iwist bars. Bars shall not be bent past 45 degr�es. � __.__�._._.___._._W..__.__.___�___.._....._...___._04 f 10�17
<br /> EL Elevation OPNG Opening Mosonry Unit ��
<br /> `� MATERIALS: Canform to ACI 301 Sec#ion 4.2.1 "Materials" for requirements for cementitious materials, ag- ELEC E I ec t r i ca I QPP Oppos i t e VERT Ver t i co( .� � Design; �C$
<br /> gregates, mixing wat�r and admixtures. ELEV E 1 eva tpr OWSJ Open Web St ee I Jo i s t W Wi de �� - ------
<br /> • EMBED Embedm�nt OW�NJ Open Web Wood Joist Wf With �=p �
<br /> Drawn:
<br /> � SUBMIl�7ALS: Provide all submittals required by ACl 301 Section 4.1.2. 5ubmit mix designs for each mix in EQ Equa( �' P I o t e W/0 Wi t hou t � m MH
<br /> th� table below. Substantiating strength results from pasttests shall not be olderthan 24 rnonths perACl EQUIP Equipment PAF Powder Actuated Fastener WH5 Welded Headed Stud Q �
<br /> � 3 1$S e c t i o n 2 6.4.3.1 (b}. , E W Each Wa PC Precasf �
<br /> �ITY UF �VE�tE�T g y� Projeet No: 16011-0158
<br /> Y WP Workin Point
<br /> � EXP Expansian PERP Perpendicular 4VWF Welded Wire Fabric �,>
<br /> � �E�III�UV�D FOR P�RNIIT EXP JT Expans i on Jo i n t PLWD P I ywood t P I us or Mi nus " �
<br /> ° � APPraved;
<br /> o EXT Exterior PP Partial Penetratian Yo
<br /> ------_....._..�.�_...---_.._._._......---..._....__...._...--------------
<br /> Fa Floor Drain PREFAS Prefabricated �"" �� .
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<br /> i � N�3 ARCHITECTS 2016
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