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<br /> �ENERAL NOTES ; . WOOD
<br /> �Ali�design and construction shall co�]orm to the requirements of the International Building Code SAWN LUMBER: Structural sawn lumber shal! be kiln dried and be of the species and grade noted '
<br /> '° , 2U15 Edition. ? below or better: � n T
<br /> , . . f Use Grade Fb si PLr1N ND I ES:
<br /> � Contractor shall verify all levels, dinensions and existing conditions in field before proceeding with Wall Studs Stud 675 Q
<br /> ' any wnstruction or demolition. Coftractor shal( notify the Architect of any discrepancies or field Plates&Planks Hem Fir#2 850 1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. ALL �
<br /> chan9es j �oists&Rafters Hem Fir#2 s5o DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO z � ."
<br /> - 4x Beams �ou9las Fir-�arch #2 900 _ _ ' CONSTRUCTION. STRUCTURAL DRAWINGS ARE SCHEMATIC. DO NOT � m
<br /> Contractor shall be responsible fc�all safety precautions and the methods, techniques, sequ.ences or 6x Beams Douglas Fir-Larch #2 875 � �
<br /> � ' ' procedures required to perform�ie work. Contractor shall provide adequate shoring and bracing of Posts Douglas Fir-Larch #2 750 SCA�E.
<br /> 'i !,I all structural members, existing construction and soil excavations as required, in a manner suitable 2x4 T&G Decking Douglas Fir-Larch SelecE 1750 2. FOUNDATIONS ARE DESIGNED ASSUMING 2000 PSF ALLOWABLE BEARING U �
<br /> i , to the work sequence.Tempora.'ry shoring and bracing shal( not be removed until all final PRESSURE. CONTRACTOR SHALL VERIFY WITH THE BUILDING OFFICIAL W �
<br /> ; connections have been complefed in accordance with the drawings and materials have achieved All lumber and plywood in contact with concrete, stucco, masonry or other cementitious materials w '
<br /> design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing shall be treated with an E.P.A. acceptable wood preservative, such as Alkaline-Copper-quaternary PRIOR TO CONSTRUCTION. FOUNDATIONS SHALL BEAR ON STIFF o o..
<br /> � ,, �, „ „
<br /> �
<br /> and all connections to t e floor framin er these details are com lete. AC or Co er Azole CBA e A and B. UNDISTURBED NATIVE SOIL OR ENGINEERED COMPACTED FILL. W
<br /> h 9 P Q Pp tYp ,-i
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<br /> � � 3. SEE STRUCTURAL NQT�S ON S1 FOR FOUNDATION MATERIAL ~ �
<br /> � I ' CHANGES: P10 changes to the'se structural drawings are permitted without written consent of the All wood connectors shall be manufactured by Simpson Strong Tie Company(or approved equal), ` Q �-+
<br /> �� ' e rs in ont with � REQUIREMENTS � �
<br /> wn o e awin s. All wood conn ct c act
<br /> d ize and sho n th dr o
<br /> I � En ineer. Cnan es will be biiled to the client owner or contractor at the En ineer s houri rate. an of the s ry g
<br /> 9 9 9 Y Pe
<br /> ,
<br /> preservative-treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating). � � >
<br /> SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or . ..,.��:,�M, .,..-...._ . �...: -:.-��------.r�. , -.;.-�
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<br /> f,. �
<br /> construction for all the following: MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood ';�,. • • • _ _ _ _ _ _ , °� ,
<br /> StrucEural steel, steel canopies, glued-lamineted members and pre-manufactured wood framing shall be fastened in conformance with �'� �' � ^ ��. . � `�
<br /> �:���:� � ,. ' �. F-O 1�.� , � , °
<br /> mem�ers. IBC Table 2304.9,1 _ cc
<br /> �
<br /> �:.��v � . , . . : _ , I . '� 0JJ
<br /> Joists/Rafters :,*,. . .
<br /> Design drawings and calculations, for pre-manufactured wood trusses and joists shall bear the seal Joist/Rafter to plate, sill or girder (3) 8d common toe nail :1,:- � � , �. . . ; � `i F��TING SCHE�ULE n QQ r n
<br /> and si nature of the Washin ton State Re istered Professionai En ineer who is res onsible for the Blockin /Brid in �' "" � � � � � �
<br /> 9 9 9 9 P 9 9� 9 ; s'. I . . � . .. ' I ��..°�: NQTES: �I Ig��CGI �I Ig
<br /> design, and shall be submitted to the Architect and Building official for review prior to fabrication. Bridging to joist (2) 8d common toe nail ,p�r� � ' . - . � �• , � �
<br /> � � . . . <
<br /> � B�ockin9 between�oist to top plate (3) sd common toe nai� : ;Y ,.; � �. � .. � �� �. � . ' � :,. 1: BOTTOM OF ALL EXTERIOR AND PERIMET'ER FOOTINGS SHALL BE p '
<br /> Double to lates ....{,. � � . . � . � . � � I �:� „ DC.S�g�
<br /> I FOUNDATIONS P p ; . . � 2. 18 MIN. BELOW GRADE
<br /> i Top plate to studs (2) 16d common end nail : �� I . i ,
<br /> � Concrete foundations shall bear on stiff, competent undisturbed native soil. Prior to construction � � . � • � . � �
<br /> I ' ' Nail together 16d common 16" o.c. face nail `���" ��� � . . � � ► � '� _ 3. REINFORCING SHALL BE LOCATED 3" CLEAR FROM BOTI-OM OF InC
<br /> � the contractor shall obtain confirmation from the Building Official that the native soil at this project �` � I � � � � � � � 4. FOOTINGS UNLESS NOTED OTHERWISE
<br /> � intersections, ends (2) 16d common face nail �
<br /> is adequate to support the following bearing pressure: ` � � . � � � " � r � '..
<br /> j Lap splices (8) 16d common face nail ;�� :' � . . .
<br /> , Allowable bearing pressure used for structural design = 2000 psf(assumed) � . . � . . � .� � '. F-01 12" WIDE x 8" DEEP CONT. THICKENED SLAB FOOTING REINFORCED
<br /> � sole plate ; � :. � : . : 1 ' " � : WITH (2) #4 CONT.
<br /> i Sole plate to studs (2) 16d common end nail or �
<br /> ! Where footin gs must bear on structural fill due to inade quate soil conditions, the flll shall be mixed 4 � � �� � � � � � �� � ' • f � F-0 2 2 0" W I D E x 8" D E E P C O N T. T H I C K E N E D S L A B F O O T I N G R E I N F O R C E D �
<br /> i (4) 8 d c o m m o n t o e n a i l ' I : _
<br /> and compacted in accordance with specifications provided by a Geotechnical Engineer licensed in „ •;�_.: �� � "
<br /> I the State of Washington. Sole plate to rim joist/blocking 16d common 6 o.c. face nail ,•� � . ' . � � � � I �� � �
<br /> stuas :;;,:: , . � . . . , � :� W�ITH 3 #4 CONT.
<br /> B om of faotin elevation shall be located at minimum frost de th 18" below to of finished rade Built up stud posts&corners 10d common 8"o.c. face nail �'� � . . � ' . � t_.. 'r F-03 24 SQUARE X 8 THICK FOOTING REINFORCED WITH (3) #4 EACH WAY
<br /> i ott g P p g Studs to header (4) 8d common toenail ;;3�. � �`� ? � �r ..�
<br /> unless required otherwise by the Buifding Official.The contractor shall confirm the minimum frost � � , . �
<br /> depth with the Building Official prior to excavation. '� �"�� . � .. _' � � .. , � . . . ; I � YEN �ES�GN �NC
<br /> , BUILDING OFFICIAL INSPECTIONS ,�.:�: � . . . � �. .?
<br /> � f: �..�.�T.�.�...__� � .
<br /> � C�NCRETE- - - The following recommended minimum items shall be inspected by a qualified individual proVided - - �c:~. ' � . . � ,�:
<br /> i �� by the Building OfficiaL• - �:;.�' � t . ��. .. . � . . I ,� VWVW.YENDES.COM ..
<br /> Concrete work shall comply, in general,with ACI 301 (latest edition) Specifications for Structural
<br /> � Concrete for Buildings,"
<br /> -Footings bear on competent native soil per the"Foundations" section above �'f� . � . � . � ' :i PLAN KEYNOTES
<br /> i -Concrete footing and wall reinforcement 2�51 � , � � . , � � ;� 1622 NE 179TH ST,
<br /> I CONCREfE MIXES, Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength Fc at .9'�:� I . . � ' ' '• . ' •I `"� 1 NEV�/ 4�� MIN. THICK CONC SLAB REINF WITH #4 AT 18�� O,C. EACI'� S H O R E L I N E, W A, 9 8 1 5 5
<br /> 28 days shall be as foilows: �ESIGN L�A�S ,'#,., .�� � � . � . � . . .', I '�� 1�S1 ❑ _
<br /> i Slab-on-grade, Curbs and Pads - 2000 psi LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7 °�• ��:: ' I, ' . ' ' , � � AY �VE 6 MIL. V I� Bi4RR1ER �
<br /> R AP PHONE(206)432 1111
<br /> .�. i . �. . �. . . i �1
<br /> = 4� PSF Residential ���� � - . ,..+ . �-_,�:��:�:.��� �_,��.�.._. v
<br /> j Footings - 2500 psi L � )
<br /> j walls, Stems - 300o psi (250o psi used for structural design) -�.._-. --u--�-`�.�..- ---�-------.-. �_" �.,.j .�. . � : -----��--�.-.----�- �.--:�--:� a2 VERIFY. NO INTERIOR WALLS OVER NEW DEPRESSED SLAB ARE ' -'
<br /> SNOW�oADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following : � � ' � '�j' ' RE UIRED FOR BEARING ,
<br /> i Water/cement ratio shall be measured by weight and shall be based on the total cementitious Factors � 4 � ,_..�� ' � ' . � � � �r, � .� Q
<br /> j materia l. Water/cement ratio s ha l i be de termine d by t he:supp lier base d on s treng th requirements Groun d Snow Loa d Pg = 2 0 ps f Ct = 1.0 Ce = 1.0 � � ���o , �. • • � 2 ' . o� a`
<br /> ; and shall not exceed 0.55: Water-reducing admixtures may be incorporated in concrete mix designs Roof Snow Load Ps = 25 psf Is = 1.0 EXISTING '' �� ���.' � � • ' ' � �-� � EW X DF 2 WIT PB BA . AT EXI I
<br /> but shall conform to ASTM C 464, and be used in accordance with the manufacturer`s ��,;�'.:: � . ; � .f ❑3 N 6 6 # POST H S66 AT SE M CH ST NG
<br /> , recommen da tions. Ca C I an d o t her wa ter-so lua b le c h lori de a dmix tures s ha l l no t be use d. BASMENT �� . � . , � . . � i ,� C O N N E C T I O N A T T O P. `
<br /> •;�:�:°
<br /> NO CHAI�GE .�� .. . .. � .� � . .. . � .
<br /> i REINFORCING STEEL: All reinforcing shall be deformed bar(rebar)with bar diameters specified in � � ;-�: �� . � . � � .� � � � 4 EXISTING POST. TRIM BASE FOR NEW SILL PLATE AND ATTACH
<br /> , �..��:���� ::�.. . ❑
<br /> � these drawin9s and properties below: �' i�: � , � : �. . � � t .;
<br /> WITH 4 16d TOENAILS
<br /> I All reinforcing unless noted otherwise - , ASTM A615,Grade 60 ' � . I � � � ' . . ' I �� � � J
<br /> ! #3 stirrups and ties - ASTM A615,Grade 40 ;;,r '1 ' � � ' � � ' ' '� ► � W
<br /> We►ded rebar - ASTM A706,Grade 60 ;:,�.� 1 .. . � . � . � :� Q �. :
<br /> Galvanized Welded Wire Fabric - ASTM Ai65 �� � � ' � .`
<br /> - `. i� • • ' . ' . � ' . I '� O
<br /> Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for �. • .� � `( �
<br /> Detailin Reinforced Concrete Structures." : s � �� ►. .. � . � • ' �� '
<br /> 9 � , . �
<br /> � Reinforcing steel shall be lapped as noted on the drawings.Where lap length is not shown, � 'h�'• I�� � � � • • I y� I..L � -
<br /> ;a . �. .
<br /> � reinforcing bars sha►I be lapped as follows: .,;�'; I •. . . : I� �
<br /> , #5 and smaller -48 bar diameters 4 '°� � I � . . . � ' � . i �t �"�'
<br /> ', ., #6 and larger - 60 bar diameters ;.��; '�. . . F-�3 � ��
<br /> .�4: . . . �
<br /> � . � � • � • • '� ' �t
<br /> =Minimum concrete cover over reinforcing shall be as follows: � . ' �.
<br /> . � 'j :� W
<br /> '.��... , �:� . ' '- � , C
<br /> Nonstructural Slab-on-grade - Mid-Depth � r. � � . � G
<br /> , Wall Bars: interior face : ��4�� � -�. � � '. ' . ' � . � •.,,
<br /> �� ���
<br /> exposed to earth/weather - 1-1/2" (#5,and smaller) �..... _._ _..� , ���� • •. � 3 . • � ; W
<br /> ,� ; r 3. . . • . .
<br /> 2�� (#6 and larger) _ � '
<br /> � I . I� , . .. I �� � w � �
<br /> Footings: Bottom Bars - 3" (cast against earth) �: ' . , . : , : . .. . :•
<br /> � �' �' �"� � — - - F=a1 —�- - - � .j o �
<br /> Top Bars - 1-1/2,� / � � J � 4.-'- -. • W
<br /> �,i` .:. Ti .::�..v.�e!'..•a. : �;.�� , 3...�w. . a . ..i..w .'.i �.. ' 4 � �' �, .
<br /> Side Bars _ Z�� _ s
<br /> 3 v. .i
<br /> .a.�.. , :.s . . t:�•., . �,
<br /> � I EXISTING CONSTRUCTION � �j.�
<br /> Provide supports as required for proper a�ignment and concrete cover around the reinforcement. ~ �
<br /> Z �
<br /> Consult the CRSI Manual of Standard Practice MSP-1 for specific information. � W '
<br /> � � CONCRETE FOOTING PER SCHEDULE W
<br /> ANCHORS - - - - � �
<br /> Use of drilled concrete anchors, including expansion bolts and adhesive anchors, where not m ��
<br /> specified in these documents shall be subject to approval by the Architect. ����n� �n '� n�n , ;"' CONCRETE FOUNDATION WALL Q O
<br /> I"1 I\I r I V � _ �
<br /> EXPANSION BOLTS: E�cpansion bolts in solid concrete shall be wedge-type anchors made of carbon n' z
<br /> steel. Bolt size, spacing and embedment length shall be as designated in these drawings. Bolts shall , ■ S C A L E: �4�� = 1�-��� X PLAN KEYNOTE � � `
<br /> be installed per the manufacturer's instructions with inspection per schedule. Expansion bolts shall : � H � '
<br /> be Simpson Strong Bolt 2 or approved equal. A current ICBO or ICC Report shall be submitted for � 0 �
<br /> alternates. W >
<br /> � w
<br /> �C r--I W
<br /> ADHESIVE ANCHORS: Adhesive or epoxy 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 shail be Simpson AT-XP. A current ICBO or ICC Report shall be submitted
<br /> for alternates.
<br /> � �,�
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<br /> P+� N' ��
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<br /> -� F w�s � � '
<br /> EXISTWG CONCRETE FOUNDATION � '/.
<br /> #4x16'x4' EMBED EPDXY , ��
<br /> DOWEL AT 24 o.c. �
<br /> ��/// 6��WIDE CONT.CURB WITH#4 EXISTWG POST/WALL , �, w���` I�d?� �""
<br /> '����� CONT AT TOP.POUR UP LEVEL OF � �"r Q6411
<br /> ` � EXISTING SLAB. ��0
<br /> , EXISTING SLAB PT SILL PLATE WITH%"DIA.x 6" IQN�]„�
<br /> TOP OF EXISTING SLAB MIN.EMBED ANCHOR BOLTS AT
<br /> 6,� ' 24"o.c. E��crRo�,ccoey DRAWN BY RNR
<br /> � � ...=- . o�,t��r�A�yso�F�tiE REVIEWED BY RNR
<br /> l W - r AT ROSS ENGINEERING
<br /> , � . — — — — — — ' �, . . _ � JOB N0. 18067
<br /> � � . " � SCALE PER PLAN
<br /> o d (2)#4 CONT. . : SHE� i'
<br /> : z , � a . �:a �
<br /> m � .
<br /> > LL �l •� � d A. �
<br /> •4 #4 DOWEL AT 24"o.c. • � . '�
<br /> 00 w '• ' HOOKED TOP AND BOTTOM
<br /> � ? �
<br /> _ �
<br /> � � \�j\\ #4 HOOKED DOWELS AT 24"o.c. 1 � THICKENED SLAB �I-�� �� E��°��"�E'�"�'
<br /> _ � .l HOOKED TOP AND BOTTOM PER PLAN f00TWG PER PLAN
<br /> . ��v��v��� ��� ��r�t�ir
<br /> THICKENED SLAB FOOTING PER PLAN
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<br /> STRUCTURAL NOTES SECTION AT PERIMETER FOUNDATION 1 : SECTION AT SLAB STEP 2 3
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