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STRUCTURAL NOTES
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<br /> GENERAL REQUIREMENTS FORMWORK:Conform to ACI 301 Sec 2"Formwork and Form Accessories."Removal of Forms shall conform to Sec 2.3.2 except strength STANDARD LIGHT-FRAME CONSTRUCTION:Unless noted on the drawings,construction shall conform to IBC Sec 2308"Conventional C� o
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<br /> indicated in Sec 2.3.2.5 shall be 0.75 fa Light-Frame Construction"and IBC Sec 2304"General Construction Requirements." (HFSEISMIC) z �
<br /> BUILDING CODE&REFERENCE STANDARDS:The"International Building Code"(IBC),2015 Edition,as adopted and modified by the City of , , , ,c=
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<br /> Everett-WA,govems the design and construction of this project. Reference to a specific section in the Code does not relieve the contractor from MEASURING,MIXING,AND DELIVERY:Conform to ACI 301 Sec 4.3. (1) Wall Framing(Unless noted otherwise on plans and details)All interior walls shall be 2x4 @ 16"OC and all exterior walis shall be 2x6 II �, A W BL U PL F '�i M�N EN� ; ST�f� ', C�NCRETE U� ,i
<br /> compliance with the entire materials reference standards noted below.The latest edition of the materials reference standards shall be used. @ 16"OC.Provide(2)bundled studs min at wall ends and each side of all openings.All solid sawn lumber beams and headers shall MARK MODEL # , /LBS ,' T � � FAS.rENERS , ANCH�R � "�
<br /> HANDLWG,PLACWG,CONSTRUCTING,AND CURING:Conform to ACI 301 Sec 5. be supported by a minimum of(1)trim and(1)king stud and all glulam or engineered wood beams and headers by(2)trim and(2) 1_ � _ S U S � �
<br /> SCOPE OF STRUCTURAL WORK: Review proposed alterations to existing building for both gravity and lateral stability. king studs.Provide minimum(2)2x8 headers at all interior and exterior wall openings.Stitch-nail bundled studs with(2)10d @ 12"OC. # � ; ; MID WALL I CORNER � END WALL I i�, ' I (�) w O fd
<br /> CONCRETE CURING:Provide curing compounds for concrete as follows: Provide solid blocking thru floors to supports below for bearing walls and posts.Attach bottom plates of stud walls to wood framing �--U �? L
<br /> DEFINITIONS:The following definitions apply to these general notes: (1) Apply specified curing compound to concrete slabs as soon as final finishing operations are complete(within 2 hours and after surface below with 16d @ 12"OC or to concrete with 5/8"-dia.anchor bolts x 7"embedment at 48"OC.Refer to shear wali schedule for I ' .� r !'' `' � �"'.. �C
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<br /> • "Structural Engineer of Record"(EOR)-The structural Engineer who is legally responsible for stamping 8�signing the structural water sheen has disappeared).Apply uniformly in continuous operation by power spray or roller in accordance with manufacturer's specific sheathing,stud,and nailing requirements at shear walis.Provide gypsum sheathing on interior surfaces and plywood � i I „ , i H f-,E;;Li E� R J_! � .�.�
<br /> documents for the ro'ect.The EOR is res onsible for the desi n of the Prima Structural S stem. directions.Recoat areas sub'ected to hea rainfall within 3 hours after initial a lication.Maintain continui of coatin and re air sheathin on exterior surfaces. 4 ,� HDU� �DS�.S !, 3145 � �G�� (2) 2x ("I 0) 4 �x��,' SD� �p�XY EMB�D � � �
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<br /> NOTE PRIORITIES:Notes on the individual drawin s shail ovem over these eneral notes. 2 Use embrane curin9 pom ounds that will not affect surfaces to be covered with finish materials a lied directl to concrete. 2 Roof/Floor Framin : Unless noted otherwise on lans and details Provide double'oists/rafters under all arallel bearin artitions �,, \ T-'�ti?P�0 N z •� .r
<br /> dama edurin curin enod. ��� � l�' �!S
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<br /> (3) Appiy curing compound at rate equivalent to rate of application at which curing compound was originally tested for conformance to and solid blocking at all bearing points.Provide double joists around all roof/floor openings.Multi-joists/rafters shall be stitch-nailed V J � � N�
<br /> DRAWINGS:Structural drawin s call out both ical and a ical details of construction. At conditions not s ecificall called out but of similar re uirements of ASTM C309. to ether with 2 10d 12"OC.Provide roof sheathing edge clips centered between framing at unblocked plywood edges.All floor — � �
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<br /> character to details in the drawings,similar construction shall be used unless noted otherwise by the Architect or Engineer. Details may not (4) Use curing compound compatible with a�d applied under direction of system manufacturer of protective sealer. sheathing shall have tongue and groove joints or be supported by solid blocking.Aliow 1/8' spacing at all panel edges and ends of � � � �y
<br /> necessarily be called out on the structural drawings,but still apply. (5) All concrete must achieve 2500 PSI compressive strength before being subjected to freezing and thawing cycles. roof/floor sheathing.Rooflfloor sheathing shall be laid face grain perpendicular to framing members. f ;,,�T`� , � � � � �
<br /> (6) Apply iwo separate coats with first allowed to become tacky before applying second.Direction of second application shall be at right -== � o �
<br /> i ir t "tr t w o "under certain conditions in accordance with IBC - - - - - - N �
<br /> ARCHITECTURAL DRAWINGS:Refer to the Architectural drawings for information including,but not limited to:dimensions,elevatons,slopes,door angles to direction of first. PRESERVATIVE TREATMENT:Wood materials are requ ed o be ea ed o d ,-/ - -�� �;�- ,�, � �., i � _T�- �•r, , �,�• . �,,�,� T�,� _ � � � � � r- d�
<br /> H��DOVVid� �rEG�FIED N�,t „� ��';,f�IJ�A�'�U��D BY SIMP�ON Sir��NC� ��t ��. ��ti�., H����tP�,���C �QUI�A�EN�.
<br /> and window openings,non-bearing walls,cur�ain walls,stairs,elevators,curbs,drains,depressions,railings,waterproofing,finishes and other Sec 2304.12"Protection against decay and termites."Conform to the appropriate standards of the American Wood-Preservers
<br /> nonstructural items. CONCRETE REINFORGEMENT Association(AWPA)for sawn lumber,glued laminated timber,round poles,wood piles,and marine piles.Foliow American Lumber Standards PRODUCT SUBSTITUTIONS ARE AVAIL�IB�E �ROM OTHER MANUFACTURERS WITN �OR Ar���R^\�A�. FC�_�OW A-�
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<br /> Committee(ALSC)qualityassuranceprocedures.Productsshalibeartheappropriatemark. ��UF,A'�IUR'��R Gi.JIDELINES NECESS,ARY �0 ACHIEV� F�LL ICC DESIGN VA�U"� p:' ��,_'° �'� ,`.�€ ��:� ` "�'�� ���
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<br /> STRUCTURAL RESPONSIBILITIES:The EOR is responsible for the strength and stability of the Primary Structure in its completed state. REFERENCE STANDARDS:Conform to: � :� �
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<br /> (1) ACI 301 "Standard Specifications forStructural Concrete."Sec 3"Reinforcement,and Reinforcement Supports." METAL CONNECTORS/PT WOOD: All metal hardware and fasteners in contactwith pressure treated lumbershall be stainless steel Type 316L. 2. REFFRENCE F�ANS FOR A.DDIT;OfJAL Si'v'D BE��U�RcMENTS NlHEF�E OCCURS.
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<br /> R P N IBILITIE : h n r r i r n i I f r h m n n methods of construction and all'ob related safe standards - i Iv nized metal hardware and fasteners ma be investi ated for use in lieu of stainless steel z � � � ��_ - �� , r � �� ,.
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<br /> CONTRACTOR ES 0 S _ S T e co t acto s espo s be o t e ea s a d � ty (2) IBC Chapter 19,Concrete. Atthe Owner's risk and discretion,hot d pped ga a Y 9 �. HU�uO��JN � QE IN5 r',���ED �IliHT TO STUDS J��T,,v;;� r I����S t�R D�FFIfw_ �, ��,T ��'J� �i�_��uud��
<br /> such as OSHA and WSHA.The contractor is responsible for the strength and stability of the structure during construction and shall provide (3) ACI 318 and ACI 318R, provided that the finish has a minimum zinc content of at least 1.85 ozJSF and its use is coordinated by the Contractor and Wood Supplier for the
<br /> temporary shoring,bracing and other elements required to maintain stability until the structure is compteted. It is the contractor's responsibility to be (4) ACI SP-66"ACI Detailing Manual"including ACI 315"Details and Detailing of Concrete Reinforcement." expected environment and moisture exposure for appropriate use based on the method of preservative treatment of the wood. a���H�'��
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<br /> familiarwiththeworkrequiredintheconstructiondocumentsandtherequirementsforexecutingitproperly. (5) CRSIMSP-2"ManualofStandardPractice." 4. PROVIDE %4���;�:3�'���;� PLA�E WASHER I�J B�T't�E'�=N � �.�����P.� DOUB�r � '�TS. f�'�s_� I ��=PJ ��'�1 E� ���_ T�; !OP �
<br /> (6) ANSI/AWS D1.4"Structural Welding Code-Reinforcing Steel.°
<br /> COMMUNICATION:Correspondence related to the structural design of this project shall be submitted in the form of a Request For Information(RFI) C F ���f JCf?ETE DOWN i u TUP OF PLATE 'JVASN F�.
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<br /> to the design professional managing this project,usually the Architect,to distribute to the EOR. Once the EOR receives the RFI from the Architect, SUBMITTALS:Conform to ACI 301 Sec 3.1.1 "Submittals,data,and drawings.°Submit placing drawings showing fabrication dimensions and , T ' N P A.N HO _�C1�1N M � AN P�"iNi P�I UM S i U i I1_;'� , v P,1�_ �1� ?YI�.
<br /> the EOR shall submit the response back to the Architect in a timely manner,usually within iwo weeks. locations for placement of reinforcement and reinforcement supports. 5. � i�'.�'CA ES 0 L l[� G D E_ D � �
<br /> �-; ��`.T�A'�T'JF T'� ��?')RDlfv'AT P�riER� "?,i' Fi!��I_����'�l^JS AP= R'���i l k;�-C) .
<br /> DISCREPANCIES:In case of discrepancies between these general notes,the contract drawings and specifications,and/or reference standards,the MATERIALS: �B A• DjB
<br /> EOR shall determine which shall govern.Discrepancies shall be brought to the attention of the EOR before proceeding with the work.Accordingly, Reinforcing Bars ASTM A615,Grade 60,deformed bars. Q� pF �AS��1,�,
<br /> any conflict in or befinreen the Contract Documents shall not be a basis for adjustment in the Contract Price. H O LD OW N S C H E D U LE �8�� M I N STE M WALL) �'� �G',�
<br /> SITE VERIFICATION:The contractor shall verify all dimensions and conditions at the site prior to fabrication and(or construction.Conflicts between FABRICATION:Conform to ACI 301,Sec 3.2.2"Fabrication,.'and ACI SP-66"ACI Detailing Manual." SCALE: N.T.S. ����L �
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<br /> the drawings and actual site conditions shall be brought to the attention of the EOR before proceeding with the work. All underground utilities shall PLACING:Conform to ACI 301,Sec 3.3.2"Placement."Placing tolerances shall conform to Sec 3.3.2.1 "Tolerances." �
<br /> be determined by the Contractor prior to excavation or drilling. 37445
<br /> CONCRETE COVER:Conform to the following cover requirements from ACI 301,Table 3.3.2.3. �,�,,�FG�STER�`�1
<br /> ADJACENT UTILITIES:The contractor shall determine the locations of all adjacent underground utilities prior to excavation or pile placement. Any �SSIpNAJ, �C' `
<br /> utility information shown on the drawings and details is approximate and not necessarily complete. Concrete cast against earth 3"
<br /> Concrete exposed to earth or weather(#5&smaller) 1-112" � � °
<br /> DESIGN CRITERIA Bars in slabs and walls 3l4"
<br /> CONSTRUCTION LOADS:Loads on the structure during construction shall not exceed the design loads or the capacity of the partially completed 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. =
<br /> construction. Other bars require preheating.Do not iwist bars.
<br /> SEISMIC DESIGN:Earthquake design is determined using Chapter 12 ASCE 7-10 in accordance with IBC Chapter 16 with the following factors: WOOD FRAMING
<br /> �mPo�a��eFa�tor�e=�.o -- ---- - WOOD-FRAMED SHEAR WALL SCHEDULE
<br /> Ss k C 449 g -II Sds=0.960 g REFE(R,NCBC ChapteRDS,vC00Drm to: FOR HEM-FIR FRAMING W/Sd COMMON NAILS(2015 IBC) �/ '
<br /> S1 =0.558 g Sd1 =0.555 g (2) NDS and NDS Supplement-"National Design Specification for Wood Construction.° ,, , r, ,;,, ; � �_ ' � �, , i��11 N I P.',i`✓1 �.,� ,,� , �L""'K I NG !, _, _, „ T ,, ,, �; �� A��� �"�A-�L t _,.'"�,R '�NA�L
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<br /> Site Class=D Seismic Desi n Cate o =D 3 ANSIITPI 1 National Desi n Standard for Metal-Plate-Connected Wood Truss Construction. �'„ T r"PE ' � ��;:r PlA'�'fv�� 2�1�� �"�.�D - I HT H.L! I - ! ari ,� % r1 �
<br /> TO '�NA�� ��E__,','J�J _ �^-,fl�� EC�=� �; i , _ ,�`J( ?FTE FC,�;f�JDATION (�.. dC: ����, , ;
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<br /> WoodStructure (4) BCSI2013`BuildingComponentSafetylnformation.° -�-N ��,Tt.0 , �� P� �,_:HME��T � THI��I!N��� I � F��°���'��i� EDGE� � ' � �
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<br /> • Basic Seismic Force Resisting System:A-15(Bearing Wall Systems)Light-framed wails with wood structural panels rated for shear ALTERNATES:Altemates for specified item may be submitted to the EOR for review.Contractor shall submit a current ICGESWIAPMO-ER report � ; � �I W J O �
<br /> resistance identifying that an altemative component has the same or greater load capacity than the specified item. 'i , , �� I ,� „ I � j��'�� �� 4� '.�'�; � P.'��� �%� j � � -� N
<br /> • Analysis Procedure:Equivalent lateral force procedure,perASCE 7-10,Section 12.8 ����'� �� I �'����� �' �� a ���,'��C,���:� 1 6�� SIN'F�Efr �- 5"�,�C ' L�1 P5 �a� 1�'��`C � �� ��4 ��; Zx �r: I � ----� �4L 3�9 � l.L� Q �
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<br /> • R=6.5 IDENTIFICATION;All sawn lumber and pre-manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by � � I 5/��� a ��' �"� � P.T. 3x W � �
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<br /> Cs=0.148 the certifying agency. - ---- --- , � - - � � - -- ------ �/ F-
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<br /> DESIGN BASE SHEAR:Design Base Shear(Seismic Governed),V=7.475K MATERIALS: � �� �I i I I il a.
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<br /> DEFLECTIONS: Sawn Lumber.Conform to grading rules of WWPA,WCLIB,or NLGA.Fingerjointed studs acceptable at intenor non-structural walls only. � I', — W ~
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<br /> Roof Total Load Deflection Limit: L1180 Member Use Size _ _ SQecies_ _ Grade � ' z W W
<br /> Posts 4x4,4x6,4x8 HF No.2 � � (� W `
<br /> Roof Live load Deflection Limit: LI240 Studs&Plates 2x4,3x4 2x6,3x6 HF No.2
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<br /> LIVE LOADS: Joists 2x6--2x12 HF No.2 w 'i W 0
<br /> Beams 4x8--4x12 HF No.2 iJ� TES � '� �-- M
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<br /> Garages 40 PSF OR 3,000# '. F_� ,,'���AI��� .�RE ,��-1�1��,�I;JN, U���O. ���E;nENC� ���;Ef��J�F,��� STBUC i IJR,A��_ N������ ��,=r��R fJAi� GIA"s,��E�.; A��JU L��^JC;TH. ������� I ��
<br /> Wood Structural Sheathin PI ood :Wood APA-rated structural sheathing includes:all veneer plywood,oriented strand board,waferboard, �. KEFEBENCE ��HEAR WA,L� KEY DETAiL FOR DESCRiPTIU��� OF Tt�RP,,1���. E�OTTOP,� PLA?E ATTACHM�NT �� __-- ,�c � � ,;�:�,;; �
<br /> (1) Non-concurrent with top chord live load 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. � ; n �� � , � � a_ T ,, , � r � , � T,. ,; T � , � , � , r� , , , � � � � .� � -Q ���'� ' ��� � � W ;
<br /> FF��,Dt S�tA� WH�� �F,�A.HItiC A�JD NAILING . OK E`�TIRE �tNG�,. �F ,H= JVAL�� INf�ICA.tC �N �HE P�hf1S. E��D� �� _�HE„R
<br /> (2) Component reactions need not be combined with top rail loadings. Dept.of Commerce and the American Plywood Association(APA) �JVA��S ARE TYPICAL�Y AT WiNDOWS, DCORWAYS OR AS SHOWN ON PLAN. ADD'L BOlTOM P�ATE � � �
<br /> NAILING AS REQ'L�---� �
<br /> TESTS8�INSPECTIONS MinimumAPARating 4. E�'GE NAI�ING IS RE(�UIRED AT AI L H��DOWN P��STS. EDGE NAI�ING IS REQUIRE� TO EACFa STUD USED (N P�1LT-UP HO�DOWN �, � �� --_���GE N���LING � �
<br /> - ������ ��� - S. �r �Ifv SCHEDULE & DETAILS Of? AJDITICNAL I� r0�P1AT,�"�' ' '��� '� �
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<br /> Location Thickness _ _ S�an Rati� Plywood Grade__ _Exposure _ � ° � _ , � �r_�� T�' �,��� � � w �
<br /> POST REFEREN,.�� H0�
<br /> ' ' ' ' ' ' ' ' ' r n with IB ec 11 .The contractorshall coordinate all " - 1 5. IPJT��4MEDIATE FKA,P✓!ING 'i 0 �E 2x MINIM�iM� MEMBERS UNO iN SCH�DUL�. ATTACH �HEA.THiNG T���� IN�E�f�1EGiA1'� FBA^��"iNG ��vITN E���E � � ` �, ,� z �
<br /> INSPECTIONS:All construction is sub�ect to inspection by the Bwlding Official in acco da ce C S 0 Roof 15/32 24/16 C D . „ „ �'$► — ��� ��� �R i PJ1 B�,�A�u �;; � �
<br /> re uiredins ectionswiththeBuildin O�cial.Submitco iesofallins ectionre ortstotheArchitecUEORforreview.TheBuildingOfficialma Walls 15132" 32116 C-D 1 N,AiL�N� ,4T 1� ��C WH�rE STUDS ARE SF,�,CE�� AT 16"OC Af�'D E�Gt NA�LING A!� 6 OC ���HERE �.TU�� AKE S�A�ED ,�T �4 GC. �____ ________ _ __ _ �; j PROJECT#� 17-19
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<br /> accept inspection of and reports byapproved inspection agencies in lieu of Building Official's inspections.The contractorshall obtain approval of 6. SIMPS�N S i RO�JG-TIE "A35" MA" BE USED IN LIEU OF "LTP5." "LTPS"C�IPS SHA�L BE ORIENTED �_ENGrHWISE (HORIZONTAL) AT �� � ' � DRAWN BY: TLT
<br /> Buildin Official to use the third- a ins ection a enc and contractor shall alert the ArchitectlEOR as such. Joist Han ers and Connectors:Sim son Stron -Tie Com an Inc.as s ecified in their latest catalo s was used as the basis of desi n for this _ �, , ;, - �,,�,� T �� „; � �� , �
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<br /> . � _:�T� TO R '�1. U�� 0. 3�� �x1 i„ ��AI�S '�NH�RE CLI�� Q,�?E ATTACHED ��,-��C�,L'7� �, FdN��-11f�J��=�. USE 0 13�1 ���x_ /�, ��^JHEBF ���j=S p� -��_ � `� --- ------- -- --- - `� DESIGNEDBY: EJE
<br /> pro�ect.Altemate connectors by other manufacturers may be substituted provided they have current ICGESWIAPMO-ER approval for equivalent or ,� � � � , ' � ;; _� �� ,,, „ , �� �
<br /> . �-�,-_ IN�TAL�ED OV�� SHEATHINi;. FuG� ��A��.ING - � DATE: DESCRIPTION
<br /> SPECIAL INSPECTIONS:In addition to the inspections required b IBC Sec 110,a Special Inspector shall be hired by the Owner as an independent reater load ca acities and are reviewed and a roved b the EOR prior to orderin .Connectors shall be installed per the manufacturer's __ _ _ i -- ,-- �TP F�KAM i N� C Li P �_: - --- -------
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<br /> third- a ins ector to erform the s ecial ins ections er IBC Ch. 17. The EOR shall be independent of the special inspection process. Please instructions.Where connector stra s connect two members, lace 1/2 of the na�ls or bolts in each member.Unless noted otherwise all nails shall be � -�� 2� STJ DS NAiLED T_(�� �K A �t _ _ _ � (OVER OR �ND��� SHTG�
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<br /> �,,ITri FAS:E�JERS OF THE _,Af�1E CIAMETER APJB ��A„I�,� H� Tr� BOTT��� F�_ti�:� F,TT,-,�,HMENT PER ��H��,��E. �
<br /> direct questions regarding Special Inspection to the Building Authority or an approved special inspection agency. Special inspections shall be full length common. Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settie. , � � Q o
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<br /> performed by an approved testing agency as outlined in the Special Inspection Schedule,the contract documents,andlorthe project specification. 8. W'HER� SHEATHING iS ApP�IED "uN BCTH Si��S OF A SHEAR V^JALL A�;D NAIL `��PACIN; i� LE�S THAGJ 6 OC ON EiTHER SIDE, THE ;�;�T� �� _ T��� __
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<br /> Special Inspections shall meet the requirements outlines in the specific materials sections of IBC Sec 1705.The contractor is responsible for Nails and Sta�les:Conform to IBC Sec 2303.6 Nails and Staples. Unless noted on plans,nail per IBC Table 2304.10.1.Unless noted otherwise all ��I G��H ��� �HE ��AI�.EG rP,C� OF TH� FBA�✓IING i�1E�v1BtB S�ALL Bt , NOM�,�A� JR �REA�E�, ,� A.��.���,���IIiJG � Ai�t� ED�;FS �,I�u f,, �� „ „ � , : ,�
<br /> - --___ ��� OPPO�'��-E � %�� '����
<br /> schedulin the ins ections er the ci lBuildin Official re uirements. nails shall be common.Nail sizes s ecified on the drawin s are based on the followin s ecifications: AT ALL PANEL EDGES SHALL BE STAGGERED. ALTERNATfVELY, PANELS SH,��L BE STAGGERED SO THAT EDGE �CiNTS ^ A KAMING ��IP -� ��
<br /> 9 P �p �Y 9 q P 9 9 P
<br /> i �'
<br /> SIDES ARE NOT �OCATFD ON IHF SAME STUD. GJU�LE TOF PLATE � � --�-- --- -
<br /> Speciallnspectionsshallbeperformedforthefollowing: COMMONNAILS u AN��HOR BOLTS SHA�L BE PRO`✓IDED 'J��ITH H0�-DIPFED GALVANIZED STEE� PLATE VVASHEB� PER DETAILS Uti DRAWINGS. EMBE���� ��� ------ ------
<br /> Size Length Diameter ANCHOR BOLTS 7" MINIMuUI II�1T0 THE CONCRETE. PROVIDE AN ANCHOR BO�T AT EACH Eti� 0� EACH PLATE AND SHA�� BE A� STUD WAL�_ � ���-- _
<br /> � �� ANCHOR ����
<br /> Epo�rAnchorage 8d 2-1/2" 0.131" ��,q�i ? Tlti":ES THE AN���UK o0'' DIA!�-1���R FORM THE EI�iD� OF THE PLA��E, BUT NCT ?✓10RE THAT '/2 �d'�=. T�ABULAiED AN�,rC= �P.i.� �li����_ P�,ATE---_ % �� ',��� � � ----
<br /> Continuous inspection of post-installed epoxy anchors. 10d 3" 0.148" � ` ' � � �� ���Q�� �� � � ���� �
<br /> __ __.___
<br /> B�:��T SPA� �vG ,;'�K 12 V'v'HICHEV�R �� LES�. S�E ANCHOR BOLT DETAI� FOR PLATE W'tiSHER RE�UiREME!'�JT�S. [ '_T: 5i�„�x8" �, ` ___
<br /> 16d 3-1/2" 0.162" � �� � � JURISDICTIONAL STAMP:
<br /> �
<br /> CAST-IN-PLACECONCRETE T!TEN HD ��JCH�P SCRE�NS P✓IAY B� US�D IN LI�U 0� ANCHOR BOLTS AT EXISTING CONCRETE, WITN PLP-TE WA�HER � SPACING
<br /> � f�E�UIR�ME�JTS PER SCNEDULE.1 , I
<br /> L�BoltslBolts:Conform to ASTM A307.Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. � p °)� i ---� ��'� > � ����;
<br /> REFERENCE STANDARDS:Conformsto the latesteditions ofthe foilowing: I�1. PR�JVIDE HOT-DIPPED GALVAN!ZED ;ELECTRO-PLATIPJG) NAiL� AND CONNECTOR P�ATES (FRPN'Ifv� ANGLES; FTC_i AT A�� PRESSU�E o �� ' �
<br /> (1) ACI 318"Building Code Requirements for Structural Goncrete and Commentary". Wood Holdowns:Holdowns specified are as manufactured by Simpson Strong-Tie Company Inc.Additional framing members shali be provided per �RE,�.TED �UMBER. REF"RENC� G�N E�RA� STRU�;TURA�� N�TE� FuR ,��,DDI?IGNA� �NF��BP����I I��'�J. � ���� �
<br /> (2) IBC Chapter 19. the manufacturer's requirements.Acceptable equivalent product substitutions are available from other manufacturers with EOR approval.Do not 1 1 �ANE�S MAl' BE iNSTALLEG H�f��7',�"J TA�_'�_Y I� STUD� ,�F,_ 5�,�r_E� AT ' �"OC M,qX. �� � � ''� �
<br /> countersink holdown bolts. 12. �TAGGER EDGE �]AI�ING.
<br /> CONCRETE MIXTURES:Conform to ACI 318 Chapter 19"Concrete:Design and Durability Requirements.° ,�;�
<br /> --�----- _____ � T � �-. ,�,� , ; � �TR�J_T�"':�=,� Py��<-L ���,'A�'� �'�= TT����:��'�._ �, T��; � � � � ,,�
<br /> NAILING REQUIREMENTS:Provide minimum nailing in accordance with IBC Table 2304.10.1 "Fastening Schedule"except as noted on the I�. Nt T�r E�"t �F T�HE �^�',:'� T��� ��iPPE� TOP PLATE. R � _ �������F� �E`�✓F� ��F����__'��F�� H AR WALL K Y DETAIL
<br /> � ; ;, �
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<br /> �Of�Jf�J���O�S �HAL� BE ON TH� �A"✓1E �I�)� C'� TNE ��JA'�� AS THE S�iEATHIfJi;.
<br /> MATERIALS:Conform to ACI 318 Chapters 19&20. drawings.Nailing for roof/floor diaphragms/shearwalls shall be per drawings.Nails shall be driven flush and shall not firacture the surface of �4. TriE ��TTOM EDGE OF THE W'OOD STRUCTURA� PANE� S,yALL EXTEti� TO AND B� ATTACHED -0 �HE B��T�ON1 �R SI� � �'�T�=.
<br /> sheathing.
<br /> TABLE OF MIX DESIGN REQUIREMENTS ?5. KEr ERENCE DETAI� BFLOW �OR S IAS�'�RFD NAI� AND SCBEW SPACING P,T RIM BOARDS.
<br /> - -- - - - -- _ _------ - --
<br /> Member Strength TestAge Maximum Exposure Max Minimum � 5 ��ALI_ TYPE ACC�P�qB�E �', ��`H iR'�`.J��;�T ti"�, B�I`_r� Cr-�� �I;�� RM JJIST A�J'� B�C�f���JG.
<br /> TypelLocation_ _ ��s� _��) Aggre�ate Classification WIC Ratio AirContent � � � P�I�PJ ���\���ER =
<br /> � Slab 2500 28 1" F2,C1 0.45(*0.55 NTE) 4.5% �DG� �IST SPACING�2 S�H P•,�
<br /> � � ^�, �
<br /> �TH��C�ER �-
<br /> � S�ACINC� 2 � �" i�IN �� � PER >�} r D
<br /> o MIX DESIGN NOTES: � �PACING � � �� �'I��,� � ���
<br /> - - - -�-- _ _--- 3;�„ , -- ��,, _ TWN RO,J�i� �� -,1�-� �--- �
<br /> � ��� b�ve ar�e�controlled by strength requiaeme tsshall be based on the total weight of cementitious materials.Ratios not shown in the table t��E ���' � _'� ` ____� ; ���'� �'`r��'``'��''��� B';�" f��-IN � � � ---- ��������` '�
<br /> o , c R SCH�C � � �
<br /> ' � � , � ����;� + + + �z
<br /> � (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 � � '� , � �i - - _ - �� - �+ �
<br /> � amount of fly ash shall be 20%of total cementitious content unless reviewed and approved otherwise by EOR ��" �q��� �__ �i _ � �_ _ +_ + + � R I M � G E N E�� N�T E�7
<br /> �- + + + �` �z /» M�� + � +
<br /> ; (3) Air Content:Conform to ACI 301 Sec 4.2.2.4.Horizont�l e�erior surfaces in contact with the soil require entrained air.Use Exposure BTWN �JWS i�� + , � + ��� - ' 2 � \
<br /> �_�� ��) � � B��V��N ROW� � � o
<br /> �; Category F0,S0,W0,and CO unless noted otherwise. Tolerance is+/-1.5%.Air content shall be measured at point of placement. ,� � � ; � SECTI ON S & D ETAI LS =
<br /> � (4) Exposure Classification:The mix design provided shall meet the requirements of ACI 318 Chapter 19,based on the exposure 3�" M I N ,� �� -� �-, 3�" U�I�
<br /> � 8 � � NAf�, �i�G PE� 5���-,�� g � � ��t '�JaI�ING PER �;,�'ED
<br /> o dassification indicated in the table above. EDGE DIST % \ ED _ :�iS� �
<br /> a 5 Slum Unlessothenvises ecifiedor ermitted,concreteshallhaveatthe ointofdelive aslum of4"+l-1".Foradditional ' DIAPHRA��1 '„�I��P��:��� � ��—DIAPHR,�_ ��i N�'�''��_,
<br /> � � ) P� P p P ry. P
<br /> m criteria,reference ACI 301 Sec 4.2.2.2. SHEET NUMBER:
<br /> w (6) Shrinkage Limit:Concrete used in elevated slabs and beams shall have a shrinkage limit of.045%at 28 days measured in accordance (2) ROWS BOTfOM PLATE NAILWG �3� ROWS BOTTOM PLATE NAILING
<br /> � _ __- -----
<br /> e withASTMC157. WOOD-FRAMED SHEAR WALL SCHEDULE
<br /> w (7) (5) Non-chloride accelerator:Non-chloride accelerating admi�ure may be used in concrete slabs placed at ambient temperatures below 12 /�
<br /> 50F at the contractor's option. � I ■ 0
<br /> SCALE:NONE ����g�
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