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<br /> GENEf�,AL NOTES WOOD
<br /> All design�nd construction shall conform to the requirements of the International Building Code SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted
<br /> 2015 Editicsn. below or better: �
<br /> Use Grade Fb si J
<br /> , Contractor"shall verify all levels,dimensions and existing conditions in field before proceeding with Wall Studs Stud 675 POST PEtz PtAN aC
<br /> , any constr�ction or demolition. Contractor shall notify the Architect of any discrepancies.or field Plates&Planks Hem Fir#2 850 �
<br /> changes Joists&Rafters Hem Fir#2 850 HANGERS PER PLAN TYP z �
<br /> 4x Beams Douglas Fir-Larch #2 900 STAIR TREADS PER IRC � c�
<br /> BEAM PER PLAN �-_- I
<br /> Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or 6x Beams Douglas Fir-Larch #2 875 POST BASE PER � N �
<br /> procedures required to perform the work. Contractor shall provide adequate shoring and bra.cing of Posts Douglas Fir-Larch#2 750 SCHEDU�E
<br /> all structural members,existing construction and soil excavations as required, in a manner suitable 2x4 T&G Decking Qouglas Fir-Larch Select 1750 `'- U �
<br /> to the work sequence.Temporary shoring and bracing shall not be removed until all final 12"SONO TUBE FORM �
<br /> connections have been compteted in accordance with the drawings and materials have achieved All lumber and plywood in contact with concrete, stucco, masonry or other cementitious materials TO GRADE OR ABOVE o o W �j
<br /> desi gn st re n gth. Fou ndations walis greater than 4 feet shall not be backfilled until the floar framin g shall be treated with an E.P.A. acce ptable wood preservative, such as Alkaline-Co p per-Quaterna ry (3)#4 v E R T. � �
<br /> and ail connections to the floor framing per these details are complete. "ACQ"or Copper Azole"CBA"type A and B. _�., DOWEIs : W �
<br /> /j _ F— N
<br /> CHANGES: No changes to these structural drawings are permitted without written consent of the All wood connectors shall be manufactured by Simpson Strong Tie Company(or approved equal), /��/ Q cv
<br /> Engineer.:Changes will be billed to the client,owner or contractor at the Engineer's hourly rate. and of the size and type shown on the drawings. All wood connectors in contact with � ��/�� � �
<br /> preservative-treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating). o ���� FOOTING PER ; LSSU HANGER EACH
<br /> PLAN DTT1Z WITH SDS25312 EACH STRINGER �
<br /> SUBMITfALS: Shop drawings shall be submitted to the Architect prior to any fabrication or LL � END OF DECK AND AT 4 FT o:c. `--FLOOR JOIST � �
<br /> construction for all the fiollowing: MINIMUM WOOD NAILING REQUIREMENTS: Uniess otherwise noted on the drawings,typical wood z w
<br /> Structural steel, steei canopies,glued-laminated members and pre-manufactured wood framing shall be fastened in conformance with � � � �_ TO TOP PLATE PER PLAN �5� I
<br /> DBL TQP PLATE STRINGERS ROSS
<br /> members. IBC Table 2304.9.1 �° 2x12
<br /> Joists/Rafters I
<br /> Design drawings and calculations,for pre-manufactured wood trusses and joists shall bear the seal )oist/Rafter to plete, sill or girder (3) 8d common toe nail
<br /> and signature of the Washington State Registered Professional Engineer who is responsible for the Blocking/Bridging E na�n�e�"�na
<br /> design, and shall be submitted to the Architect and Bui►ding official for review prior to fabrication. Bridging to joist (2) 8d common toe nail = � ✓ ✓
<br /> Blocking between joisf to top plate (3) 8d common toe nail �' � •
<br /> FOUNDATIONS �oub�e top p►ates �e'S�g n
<br /> Top plate to studs (2) 16d common end nail
<br /> Concrete foundations shall bear on stiff, competent, undisturbed native soil. Prior to construction, „ T
<br /> the contractor shali obtain confirmation from the Building Official that the native soil at this project Nail together 16d common 16 o.c, face nail 11"1�
<br /> is adequate to support the following bearing pressure:
<br /> intersections,e�ds �Z� �6d�ommon fa�e na�� TYPICAL ISOLATED FOOTING 1 SECTION AT LEDGER 2 TYPICAL STAIR STRINGER 3 � � �
<br /> Allowable bearing pressure used for structural design = 2000 psf(assumed) Lap splices (8) 16d common face nail
<br /> Sole plate
<br /> Where footings must bear on structural fill due to inadequate soil conditions,the fill shall be mixed Sole plate to studs (2) 16d common end naik or
<br /> and compacted in accordance with specifications provided by a Geotechnical Engineer licensed in (4)8d cammon toe nail NOTE:
<br /> the State of Washin ton. Sole plate to rim joist/blocking 16d common 6"o.c. face nail ROSS ENGINEERING HAS PROVIDED
<br /> 9 5tuds CALCULATIONS FOR THE EDGE
<br /> Bottom of footin elevation shall be located at minimum frost de th 18" below to of finished rade Built up stud posts&corners lOd common 8"o.c. face nail MEMBER TO SUPPORT GUARDRAIL 6X6 oR 4Xa�uaaoRai�PosT
<br /> g P p g 5tuds to header (4)8d common toenail LOADS. THE GUARDRAIL
<br /> unless required otherwise by the Building Official.The contractor shall confirm the minimum frost MANUFACTURER SHALL SUBMIT
<br /> depth with the Building official prior to excavation. BUILDING OFFICI�IL INSPE�I�NS , CALCULATIqNs FOR THE
<br /> ATTACHMENTINTOTHE EDGE YEN DESIGN INC
<br /> CONCRETE The following recommended minimum items shall be inspected by a qualified individual provided MEMBER INCLUDING THE FASTENERS.
<br /> Concrete work shall comply, in general,with ACI 301 (latest edition) "Specifications for Structural by the Building OfficiaL• suaR�Rai�ar oTHeRs WWW.YENDES.COM
<br /> -Footings bear on competent native soil per the"Foundations° section above
<br /> COf1CCete POC BUIId111g5.�� . GUARDRAILATTACHMENT i 2 3�4 MAX NOTCH AT 6X6 � '
<br /> -FOOtII1g C2111fOt"C21112C1t DESIGNED BY MANUFACTURER-~``'�-�� �62Z NE �79TH ST.
<br /> CONCREi�E MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength fc at ~ � SHORELINE, WA, 98155
<br /> 2$CIdYS Shdl� bC'8S POIIOWS: DESIGN LOADS � DTT2Z WITH%°DIA.BOLT � DTT2Z WITH%"DIA.BOLT
<br /> � To�oisT/s�K�. To�oisT/s�K�. PHONE (206)432-1111
<br /> Slab-on-grade, Curbs and Pads - 2000 psi LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7 � : I
<br /> r Footings - 2500 psi L = 60 PSF(Residential Deck) I
<br /> " Walls,Stems - 3000 psi (2500 psi used for structural design) ' I
<br /> ' SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following -
<br /> Water/cement ratio shall be measured by weight and shall be based on the total cementitious Factors: �
<br /> material. Water/cement ratio shalf be determined bythe supplier based on strength requirements Ground Snow Load Pg = 20 psf Ct= 1.0 Ce = 1A -
<br /> and shall not exceed 0.55. Water-reducing admixtures may be incorporated in concrete mix designs Roof Snow Load Ps = 25 psf Is = lA � N '
<br /> but shall conform to ASTM C 464,and be used in accordance with the manufacturer's ,�j'���'��1�,�-
<br /> recommendations.CaCI and other water-soluable chloride admixtures shall not be used. /8��ia.so�T
<br /> �''� �� ��S'
<br /> REINFORCING STEEL All reinforcing shall be deformed bar(rebar)with bar diameters specified in BEAM OR RIM JOIST PER PLAN �oisrs PeR Pu>N BEAM OR RIM JOIST PER PLAN �oisrs PEg P�nnrv p�'W�f�I�, �
<br /> ENSURE 3" MIN.SOLIQ WOOD MEMBER (a�Ks AT za"o.c.wHERE ENSURE 3" MIN.SOLID WOOD MEMBER (s�K�AT za"o.c.WHERE �k' h
<br /> tI1252 CII'dWI1lgS df1CI pCOp2I"t12S b2IOW: � 1015T5 ARE PARALLEL TO JOISTS ARE PARALLEL TO ` � V?�"'" � r
<br /> ADD SOLID BLKG.OR DBL.JOIST IF REQ D ADD SOLID BLKG.OR DBL.JOIST IF REQ'D � ,
<br /> All reinforcing unless noted otherwise - ASTM A615,Grade 60 �uaR�R,ai�) cunRORni�)
<br /> I-JOISTS ARE NOT ACCEPTABLE I-JOISTS ARE NOT ACCEPTABLE ��ir%
<br /> - #3 stirrups and ties - ASTM A615,Grade 40 �� �
<br /> � Welded rebar - ASTM A706,Grade 60 � �'�°� �
<br /> � Galvanized Welded Wire Fabric - ASTM A165 A8�11
<br /> 4 ?1(PICAL EDGE AT GUARDRAIL 6 '�r�'
<br /> Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for ��„
<br /> j �etailing Reinforced Concrete structures." T1�PIC/�L. D�AILS . �
<br /> In addition to the details and schedules on the framing plans, those noted as"Typical" shall be E�ecraorvic coPv �
<br /> Reinforcing steel shall be lapped as noted on the drawings. Where lap length is not shown, used throughout the structure as applicable. .
<br /> ORIGINAL IS QN FtLE
<br /> reinforcing bars shall be lapped as follaws Ar Ross�rv�iNEERiN�
<br /> #5 and smaller - -48 bar diameters
<br /> #6 and larger -60 bar diameters
<br /> Minimum concrete cover over reinforcing shall be as follows: : : : : .
<br /> Nonstructural Slab-on-grade - Mid-Depth
<br /> Wall Bars: interior face _ 3�4��
<br /> exposed to earth/weather - 1-1/2° (#5 and smaller)
<br /> 2" (#6 and larger) �
<br /> Footings: Bottom Bers - 3" (cest against earth)
<br /> To Bars - 1-1/2" �
<br /> P
<br /> Side Bars - 2 U
<br /> Provide su orts a re uired for ro er ali nment and concrete cover around the reinforcement.
<br /> PP S q p P 9 U W ,.
<br /> Consult the CRSI Manual of Standard Practice MSP-1 for specific information, WG 0
<br /> ANCHORS � � Q
<br /> Use of drilled concrete anchors, including expansion bolts and adhesive anchors,where not z � �
<br /> specified in these documents shall be subject to approval by the Architect. , W � . '
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<br /> EXPANSION BOLTS: Expansion bolts in solid concrete shall be wedge-type anchors made of carbon t~n T = S�
<br /> steel. Bolt size, spacing and embedment length shall be as designated in these drawings. Bolts shall � 1' z `
<br /> be installed per the manufacturer's instructions with inspection per schedule. Expansion bolts shall � W a � I
<br /> - be Simpson Strong Bolt 2 or approved equal. A current ICBO or ICC Report shall be submitted for w z �n p�
<br /> ° atternates. Z 1�--I o �
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<br /> ADHESIVE ANCHORS: Adhesive or epo�r type anchors in solid concrete shall be installed per the
<br /> manufacturer`s instructions.Anchor size, spacing and embedment length shall be as designated in
<br /> these drawings.Adhesive shall be Simpson AT-XP. A current ICBQ or ICC Report shall be submitted
<br /> for alternates. � Q Q
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<br /> STRUCTURAL
<br /> NOTES AND
<br /> TYPICAL DETAIL
<br /> DRAWN BY AMR �,
<br /> REVIEWED BY RNR ',
<br /> , )OB N0. 18059', '
<br /> SHEET INDEX SCALE NONEI
<br /> S1 FOUNDATION AND DECK FRAMING PLANS SHEET
<br /> S2 STRUCTUI2AL NOTES AND DEfAILS
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<br /> STRUCTURAL NOTES 1 O 1 1 12
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