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<br /> LEGEND I TYPICAL PLAN NOTES:
<br /> 5 Q1� /,�J HDU HOLDOWN SCHEDULE 4x<POST TYP U.NG. ,
<br /> 0 �'" SECTION DETAIL
<br /> ' ��j \ 2.4x8 HEADER TVo U.N.O. � ;� ��t;
<br /> ANCHOR (F.B.) FLUSH BEAM 3.VERIFY ALL DIMENSIONS Wtfri ARCH.DRAWINGS(REFERENCE ONLY)- - FC
<br /> MINIMUM ANCHOR BOLT HOEDOWN POST I
<br /> PLAN SCR HOLT TOR A.B. FTG.. FOR B'WUE - / '
<br /> MARK WALL FTG. EMBED WIDTH BASEMENT WALL (P.T.) PRESSURE-TREATED BEAM 4.WALL OPENINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWItdG MUST BE APPROVED BY ^`
<br /> 2x4 W a6 WAIL THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
<br /> HDU2 (6)SDS 7HS2 7 SB"0 IS" 18' 531820 R) 5)
<br /> ® COLUMN BELOW(4x4 U.N.O.) 5.PRESSURE TREAT ALL EXTERIOR HOOD MEMBERS AND MEMBERS IN CONTACT PATH F's
<br /> CONCRETE UNLESS NOTED OTHERWISE.
<br /> ' HOW 00)SDS 1/4X2 618'9 12" 18" 59T62p. (2) (2) I;:r✓
<br /> HDU5 (14)SOS 17472 5/8"9 12" 18" ssrH2a (. O STEEL COLUMN BELOW "r5
<br /> (2) (2) ) 6.ALL CONNECTIONS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT
<br /> HOUR (20)SOS 1/452 7/8°9 14" 21" DIPPED GALVANIZED OR STAINLESS S 1 ttL
<br /> SST326 axe axe KING POST
<br /> HOLM (30)5051/45Q 1"9 16" 30" 581x30 4x8 8x6 4AND/ 7.WATERPROOF ALL EXPOSED DECKS D ROOFS.PER ARCHITECT. a-
<br /> HDU74 (36)SOS 1/472 1"9 78" 30"
<br /> HOLDOWN AT END OF B.REFER TO TYPICAL STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. ^^:6
<br /> 587x30 406 6x6 t I SHEARWALL ABOVE #
<br /> 1.ANCHCIENEAD REQUIR HEX NUTS WITH A 2 114).x 2x 2 7 PLATE �/ 9.PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR
<br /> STRAP HOLDOWN AT WALLS AND BEARING WALLS
<br /> 2,.1,51- Ru111aaA-a.EK.,e l..4 CZ,., 0.rsc.N.�,� +L.s7,c;s 1.:•�nJ F;ay, + END OF SHEARWALL ABOVE
<br /> C wx.`�.q S 4 4,"/ 10.PROVIDE DOUBLE JOISTS AROUND ALL FLOOR OPENINGS GREATER THAN 24"ON ONE SIDE.1110.111/4111111.11- ,
<br /> �.-- 17.PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER 3
<br /> ' _ DIRECTION OF BEAM SPAN MORE THAN HALF THE JOIST LENGTH. • z
<br /> ------- EXTENT OPBEAM 12.COLUMNS SHALL BE DOUBLE STUD MINIMUM,UNLESS NOTED OTHERWISE. ,f�'
<br /> �--5
<br /> HF.-- STEEL MOMENT FRAME 13.WHERE POSTS CONTINUE THROUGH FLOOR PROVIDE SOLID VERTICAL GRAIN x
<br /> BLOCKING THROUGH FLOOR TO MATCHING POST BELOW.
<br /> \Y�\ BA SHEARWALL
<br /> '' I ��V�. t b� /�-' _ - 14TYPICAL HEADERS TEBEARING LOCATION SHALL Pl(2)2X6 UNLESS01 NOTED CO
<br /> tK.A�.'�'01N 1.0J3 FC_o>r•'T� • STUD.AT AEBUPPORTED OF HEIGHT 24
<br /> 0 /---".: ,...„,...FA,.n.
<br /> � �� 1__�U„�}1 GALVINDICATED 2"0 NIZEDPPE PILESCHEDULE 40 STUD.AT ALL SHEARWALLS PROVIDE DOUBLE TOP PLATES AND SPLICE. Q M/ ' C"' �"5� ck.��G_aS GALVANIZED PIPE
<br /> Q
<br /> „_- 75.STAIRS,HANDRAILS.AND GUARDRAILS BY OTHERS.
<br /> _ .am- I 13
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<br /> i 4932x6 16"00 2• 'Cq !ki
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<br /> i _ ! 10tl@4"oc0BASE PL TO
<br /> i �� I (:j 1607"ac�51LL PL SHEATH.
<br /> ( THRU SHEATHING TO 25 B .HPNN.JOIST, NAILING SCHEDULE FOR i N oc BLKG. ' Al.RIM BOARD TYP BLOC Oe 6"
<br /> Ur PLYWOOD 0136®i6°
<br /> '..-_ a SEE WSW �-
<br /> .........Y.. .. ...._ .._.moxa - .......,.. .. � i SA 3° -P.T.911E PL PER SHEAR 3H"SUSFL00R
<br /> + I i a,RHEATH -�
<br /> ��� _ /cR� ( TO RIM BOARD \o WALL SCHEDULE 12"9 J-BOLT w/3x711/4 -
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<br /> � p4 , I __ __ ._ _ !-.-�-a.� PLATE WASHER�4'.0"x ___ -_ _ __.__ __.. Y Y y
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<br /> =�6rx..1%'I 3' i O J` Cs+•ZYacior'1�(kd W.A. I R W 1 i ' JOIST PER PLAN to I-g TJI PER PLM! A 014
<br /> 1.[,,.,. .1.k.;v,., i 2 -,$ (3y C�mtwv.te�o� I -�s11� ---z--1/2" OMENDRBOLTS 0 EMSED7za^xa ��� w
<br /> 10 ' 1 w Ya�^v'.. •a�S'd.6C ' ,,�'++' O 6 FROM ENDS(EMBED]")U.N.O. ! 11'=X-11 ® Q
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<br /> I /,,&I " I •LyO y`O a,/. ., r ()94 CONY.TOP- 1,-,71 �y SEE SHEAR WALL SCHEDULE) • I 8 HOR Z.
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<br /> ,��' e� FOUNDATION PLAN7,...____:„.(-----;.....,.......,,,
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<br /> ` 1/4.=!'-O` L?Fl«r.Sc.r- ENGINEER: WADE DAIRY
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<br /> [T'— - _ 41, �iC pp 3o S1 _ DRAFTER:
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<br /> ( _ ,� � 1t7N7•. - CITYERAtlT STAMP HERE(21f7x2� Fa PROJECT NAME: :
<br /> IMAM f S10Z _
<br /> ExiaA ,9 �+ j e Y PROJECT NO:
<br /> ` '1 \,(0A- s\n_clLa l"l ; DATE: t2.Ll.'
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