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' ; ___-___- i ��+ i . _ .--. � ` ����� • ----� • n�' �ry 1 _� �_�'��°"' 1 _; - �- ; '� �.�""'► �, �. � � ' , � �� 4 . __� r � _ � I _---- _ ,� �. � , � . , � , __ _ _ _ � �,� �, ,, ��� _ � � � -� , � i ` . , ;� "' '' ` ` , � � �/�, i , �, ,� , _, � ,,, I , , d , � - - /) - r,�_%�'"�� _�. � — — � /— � I ` � i'�+e ��I/L �� /I l/ �'�� !�I��/ii !/v \ Y `` � ( ___� � ��� " � __ _ _ - - S , \\ ���' �'O, II � I `� �� . ,�/' � �1 r �j � �\ � I I( I s� � '.� m � - - �� D �' � L�%%�%%��"1 !/ .�� — _ // �m �,,--'' —N ' , T, Ti� • �„i , � ; � ��� � �� � .�� � ; , I ,-y--��� ' ' �,,,, � �( ��u %c�,�I� �'-c�I1 � , I( , ; �- � � , � I � "II , 2I ►I '� HaU�..� ,I N � _ - � , , ; ;�' ._ -- � � � - ----• �- � , ; , , ` � � 1 ' ' ' -- �5�L � 2 -.- �� _� ,j - I {, � , -�"., �4�. ��� LINE SPECIFICATION '��' '� � C"'�'6` � � ��� •�,� , i y_� l�'���$ � �� _ '�---� � � � j ' 1 ; � _ �� � � \� _�,�" � �.i>?1 3 � � - � � , EXTERI OR _�.� . � � „_ • 1,--_.� � � �"� Foundation:-4 erated per�meter drain system in crushed gravel . Painting• -Bathrooms and Kitchen: Paint to be apoxy semi-gloss. � ,��' }-'�' '-`"� � �--�-�`-`� � � G��i _ -2" ri id insulat�on protection board. � ; �-f i '� - - 9 Throughout: Paint to be latex eggshell ,(2 semi-gloss/� flat). , � ��-'� � _I 'i '$ � � r�, r"'-"�`""""` � . -'Bi tuthane'sel f adhesi ve w.p. membrane at habi tabl e spaces bel ow crade. , � / ���` cr'��� -Dampproofing at ail foundations. ,���,. 1 �`-, y , . 7ile -Baths #1 & #2: Floor. Dal tile Mexican �x$_white Revisions: �D�-!� ,� �� '�/ - r�� 12 � �n ��o Stucco: -3/4" 2 coat plaster with elastomeric finish coat integrally colored. All tile in and around showers and tubs to be on "Wonder Board". � � Y� 3�c8 whi te _.------ �9 � %� �� -'-- �`-`-` �-'�-- � �; � � Siding: -lx6 T&� �p. cedar on building paper - stain and seal . -Kitchen: Floor: Dal tile Mexican � 0 � Splash: Dal tile Mexican�¢x�white Tdwn of Va0 Co , . !Sl ''--�-- �►�� � � ' "� �� �- \ - ; ► Develoam nt I a. $,%� - �o-g/�, I 11 Trim: -2x �b cedar - stai n and seal . N �- - - --a-�-�� or �-�ik,T����� ,�lr �,��1p�_� � , � - , -Entries: Floor: Dal tile (Fiandra rough l�ght gray) 12x12 , 0 � ' � �---�� ! Roof: -Asphalt/fiberglass shingles, 6" exposure on W.R. Grace "ice & water shield" Plan Bui {h Fire or Ji�'fy Seal min. 7 -0 up all eaves. Shall not leak. Carpet: -By owner. � roved � � � --- � � ; � ` ( ,- _;1-,}-. -----� - pP / � �� __ , � �1 I � ' �"'C-� - Sheet Vinyl :-To be selected b owner. ��p �G� � �-� � �' , lo4,zZ _ Flashing: -Paint-lok metal flashing at all eaves and rakes, at all roof/wall con- y uen�ed D ►° '� �y /`� • i nectians, at the head of all windows and as shown on drawings. Membrane „ - - — °� � ,-----� _ _ �_- - �^ �_ � flashings to run up walls 2' -0" min. at roof and deck/wall intersections. Glazing: -1/4 polished plate glass ground edges, no frame. - � � �03 ' ( _ - = -- -- -- - - - _--- ----- : - - Validi`y of r ��' '�f �� '� _-_- -- - --- - --- - � - � -- � � � � - � �- - , Soffi ts• -T-1-11 plywood - stai n and seal . Sound, i nsul ;-Sound batts i n al 1 wal l s surroundi ng toi 1 et rooms. Sec 303 c) 19 _ � - ----_---" -- --�"__- � ` . � '� ' � � �, . � � EquTpment: -Refrigerator: GE TBXI8DJ w/ice maker TK18G trim kit �w� i�•suance or granting of a Fer it pro�al of plans an� - , _ - - , � � ; Decks: -2x6 redwood o en to below. � '� " � � ; p -Range• GE JSP28GJ s�a�rt�cations shall not be constru d a permit tor, or ar�� � �F -Mi crowave• GE JVM130 a��a��ovai of, any violation of any o t ovisions of this cod� � ! , � --- � � � �oL� Ra�lings: -2x6 cap on 2x4 nailer with � �,(ppickets at '�" O.C. -Dishwasher: GE GSD600G I�� �KoNT� , a: c�f any other ordmanca of the � .ns �on Tiie issuance ot' � � a =,�;rEti7it based upon plans, specif ca and other data sha�' �' �p f � - Wi ndows: ' cl ad w/ nai 1 i n fi n 1 ow-E 1 azi n as shown on drawi n s -Di sposer: GE GFC2�OG F � �;event the buildin offic�al f o � � 02� _ Zd �� � -Washer: GE WWA8300G � W,�f�l� �II� 9 9 9 9 g ��- , , '��� • i � or equal. -Dryer: GE DDE5380G �.f 3 ction of errors �n sa�d pt �� ons �� � ,. � / �� � � �,�f'' , ,� , � � , � Insulation:-R 3a roof & floors, R 19 walls batts with vapor barrier. , � � � � > � ,� Plumbing: -Cast waste, plastic throughout. ,.�rE• �p <,�:, :� ) •'o�•� �- � � o ;_ - �' -Insulate all hot water piping. ��ti�pR, �,�� `t INTERIOR ` ���� ` n n n u , � � —�'1Xtllr@8 BAC� F'1ttlACJS: j�A a�=: G�w �' ' , �o� �� , � � Drywai 1 : -5/8 gypsum board throughout wi th 2 round Beadex e4�ner bead Batf�s #1 & #2: � � - ' ' � ` `��T��. �`�"- , �9,� �1 � � i� To � throughout, (except at mechanical room and garage). Texture to be light ° �_ � � '� Q����� __ � h}�Mi�-il�.�l.. Prime all gyp. bd. w/ one coat primer prior to text�ring. Lav: American Standard Oval Horizon 3303 .013 white ��a t ,:.,�;����� � � � All window heads and jambs to have round drywall returns/jamb Delta 25520WH '��`'` ;` � ��, ` extentions. Tub: American Standard Salem 01 35 . 129 & 0137.125 white � ; � ,��,�" �II'�=I� " � � � I Delta 25641 WH ' �`*'"�:%�=�� ���`�� � '� .�,g2_ � � Toilet: American Standard Plebe 2131 .175 white ��^- _ �,,�--�"`� -� _ Dpors: - G p��l,.. F�}2 - stain and seal . Closet door� to be sliding powder & Master• _ ,_ _ � _ PIZoPE2TY l�l � __ � �oi.i15 0o mirror wJ brass trame. Lav: American•Standard Ovalyn 0470.01 3 white $ 6 Hardware: - All door hardware to be Schlage F series. Orbit polished brass or equai. Delta 2522Bc �, i shower: Delta 622BC D e. 22 - � � Cabinet and closet doors to have round brass pulls. Tub• Jacuzzi "The Am�ga" or Americh "Madison" 6634 or � ` --�- . ' ,�,_ - �-�-- � Wood trim -Base• 3/4"x4", Sills: 3/4"x4", PI[�� - stain and seal . • American Standard 2645.302 or equal white. Brass. casin Casin Rbund bd returns. Delta 2710BC pr ect rto: � � �oN� r�.N�` °�`�,o i i'/�.�I''�I�N'f ��E �00�1 �� �.�,N 9� 9� �p Toilet: American Standard 2007.012 w/ brass lever.white. � � Rod &shel f:-Wi re shel vi ng throughout - pi asti c coated - whi te. Steam Shower: Mr. Steam or equal. ��} � Ki tchen: rawn by ��,I � �,� �� , Cabinets: -Clear maple flush doors with round edges - seal . European boxes and sink: American standard 7023 .021 white recessed p�nd pulls throughout. White plastic laminate cabinets in laundry Delta 25400wx '' N I ' � �1� room wi th��whi te wi re pul l s. Al 1 cabi nets to be of 3/4" materi al wi tF� - _ Chec d Mechanicl:-Boiler: T���C o G -/I � V I� \�I � Melamine interiors. • ' E � �� -W�ter Heater: ,��-��, M �° � L� - - or e ual. / Cabinet Unit Heater: Beacon/Morris HB 36 q $�Cet �f o ` i Counters: -All counters to be plastic laminate with 180 degree round nose and -Hydronic base board throughout. � � I `� =� 10�0�1 tile backsplashes. � � Bookshelf: -Ai1 exposed shelving to be ao�.� faced plywood with 1 x round �,P� nose. QCopyright � a m • � U 0 -`y_� _+�-�..__ -� _ • � ' ` - ` - yi `" � � y^� �. �- _ \ _ � 1 ti �a.a.-..�^�- .. _�.... 2 ._ _ --"_ _ . '^ _ __ �..�____-. 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'°i-� - � y Project no: ' � � i; � ,��,�`I � �? ' �� �a � � � �� � � � � � , Drawn by: N \ o ��� � � � ���� � v o ��� Checked by: � ^ ' � -- •---•-----..�1��---------.._.DATE� � v X Sheet Of . � QY....� .� ..._ � `r � �,,, _ _ __ , , � ' CQ Copyright � m � u O . _ , , s - , r � , . . � , L � ' � - Door Schedule-�West Side Door Schedule - East Side � 1Nindow Schedule � � ' Mark Location Width Height Thick Material Frame Type Hardware Remarks , Mark� Location Width Height Thick Materiai Frarre Type Hardware � Remarks Mark Vl/idth � , He�ght Manufact # Operat�on Remarks � � --__-=__--________---_-_____=__-__--_--__-_-__•_-_________=_______°-,__-____--__= __________________ -_______=_-______--___--___-___=____-_______-_____-__-_______________-___�______=__________-________ __-________---___--______-________--______-____=___ ____----_-_-_ ______ -____- '� 0 garage 18-Q 8-0 - 1 x 8 sidg - d - A 5-1 1/2 5-3 3/8 56 1/2 � 58 rFY � � 0.2 � ar ae �'-0 8'-0 - 1 - d ° - �_ � . g g x 8 sidg , 1 entry � 0 6-8 1 3/4 wd/glasa wd c entry threshold B 8-5 1/2 5-3 3/8 56 1/2-1658 ' 0.3 garage 9'-0 8'-0 - 1 x 8 sidg - d - � 2 garage 3-0 6-8 1 3/4 wd wd a entry 1 hrthreshaid wlcioser C 8-5 1/2 , 4-7 3/8 56 1/2 - 1650 O/F/O � U , 1 entry � 3-0 6-8 � 1 3/4� wd/glass wd c ent ry threshold - 3 stara ge 2-6 6-� 1 3/8 w d w d a p a s s a g e/d b o l t D 1-9 2-1 3/� 1 1-1 6 2 4 � O r , � � ' '� r 2 garage 3-0 6-8 1 3/4 wd wd a entry 1 hrthreshold w/closer 4 bedroom 2-6 6-8 1 3/8 wd wd a privacy � E 7-5112 4-7 3/8 2450/56 1/2 x 50 F/O see plans egress ; 3 me�hanica) 3-0 6-8 1 3/4 masonite mtl a passage i hr __w/closer 5 bath 2-0 6-8 1 3/8 wd wd a privacy F 2-1 _ 5-3 3/8 1 i-2058 O '� � � , � 4 s�orag� , 2-6 6-8 1 3/8 masonite wd a ' passage/dbolt ' 6 mechan;cal 3-0 6-8 1 3/4 masanite mtl a passage 1 hr w/closer . G 5-1 4-7 3/8 2850-2450 F/O e ress '� � • 9 � � 5 , �fqset , 5-0 6-8 - mirror wd b � 7 bedroom 2-� 6-8 1 3/8 wd wd a privacy H 5-1 5-3 3/E 2858/2458 F/O �� � ; 6 bettroom 2-6 6-8 1 3I8 wd wd a �rivacy - 8 bedroom 2-6 6-8 1 3/8 wd w� a privacy I 5•1 1/2 5-J 15/16 x3-10 7/F3 trapezoid F 4 5/12 field verif�j ? � � `� � � 7 bedroam 2-6 6-8 1 3/8 � wd wd- a privacy 9 bath 2-0 6-E 1 3/8 wd wd a privacy J 5-1 1/2 3-� 1/16 x 1-3, trapezoid F 4 5/12 field verify � ��-- � 8 bedroom 2-G 6-8 1 3/8 wd wd a privacy 10 bat�� 2-0 6-8 1 3/8 � wd wd a privGcy pocket K 5-1 1/2 = 2-2 1/16 x 0-3 trapezoid F 4 5/1? field verify �(1-�- � � 9 � bath � 2-4 6-8 1 3/8 wd wd a privacy 11 laundry 2-� 6-� 1 3/8 vfJ wcl a pa��age L 7-6 1/2 2-J 15/16 x 0 trapezaid F 4 5112 field v2rify �'� 10 bath 2-0 6-8 � 3/8 wd wd a rivac 12 � , p y pantry pair�-� 6-a 1 3/8 wd wd a dummyw/catch M 7-6 1/2 2-9 3/E 2i-40 ::�2 F � � �� ; , - 11 , bath �-4 6-8 1 3/8 wd wd � a , privacy _ 13 master 2-� 6-� 1 3/8 wc1 wcl a privacy N 5-1 1/2 4-7 3/E 56 1/2 ;; ��3 � ' `"� � .� , 12 hnen 1-4 6-8 1 3/8 wd wd a passage 14 master bath 2-4 6-8 1 3/8 wd wd a privacy O 7-5 1/2 5-3 3/� 2458/56 '��� 58 egress � �� � 13 laundry 2-� 6-8 13/8 wd wd a passage 15 closet 7-0 6-8 - mirror b - P 1-9 4-113/a 11-165� F t2mper ' �x 14 master 2-6 6-8 1 3/8 wd wd a privacy t6 closet 5-0 6-a - mirror b - Q 2-2 5/8 6-10 1/16 2-0 x 6-1D door deadbolt ` ! 15 master bath 2-4 6-8 1 3/8 wd wd a privacy 17 closet 7-0 6-E - mirror b - R 2-8 5/8 8-0 1/16 2-6 x 8-0 door 3-pt w/deadbolt � , 1 6 c l o s e t 5-0 6-8 - . m i r r o r b - 1 8 c lose t 7-0 6-8 - mirror b � 17 closet 6-0 6-8 - mirror b - 19 closet 6-0 6-8 - mirror b - , 1. 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EAGH WAY FOOTING � � ss � v �9 I 6'-8 1/4' SLA6 I I z X 4 STEP STEP � SS STEP ( ( STEP 1 r, Q � BEARING 3 ' O N I � EDGE � I �103-8°3 WALL SS � I I 100'-7 7/8" �� � � O V ' Q � � a��D 3 I I GOLUMN� - ,- - 3'-O" X 3'-D' X 10° � � � � i �104'-11 7/8'� I - J � v� � O � � �a' SS � � FOOTING W/(3)-#S � � �;, 2 X 4 OEARING ' - , 4 SLAO-ON-CKADE � �� � O (� �v EACH WAY � � ap WALL � � � � p W/ FIBER MESH ON � WALL _� �1-� � I � � —r— � � � � I � � FL002 � � y�r �j I 4" GRAVEL BASE � STEP N I a0 ( � STEP � I STEP L _ � S EP R I � �" � SS � � � � � � - Z � � � � m � � I X 4 � � W � � � ��`� � - - - �q�'-8'7 _ _ J � I `— a � I � 6EA21NG � � O I � S �_� � � FOOTING � I � iV 8 � � WALL � � J �W� � - - - - - -�/ - -n - STEP � I I �7 ' � I I �� O�W I � ' •���0'�/ 7/Vp] I ' � ' i� O S5 � � 100'-D" I I p Q � I � �� I � I I FOOTING � � p � I � F 1 0 4'-4°� � � ��° � N � ss i � ��� � � O � � S TE P °Iq'-8" WALL � I � a 0 . WALL I � � 2 1/2° � � , � � � � ' � STEP �104'-O'� STEP � u � � STEP � � � � °0 I � , 3�t I ' � I I , � � ' � ,n � - - - - «'-8'� - - 1- � � o�iN� � � `� I i � - - - - - -� - - - �qs'-a°)- - - - - - - - - J � � I 4" SLA6-ON-G2ADE I � �J I � I � , W/ F�ER MESH ON , " - - - � � 4" G2AVEL BASE � I � �q�'-8°) I � � 1- - - - - - - - - - - - - - - - - - - - - - - - - - -� O Ctoo'-o°� - - - � � I � - - - - - - - - - - - - � ' � C�t�l'-o"] � Date 04-1Z-q3 I I � . � I I � � � � - - - - - - - - - - - � iv � ;OT�ING � I I STEp Z i � ( WAL.L � WALL STEP � N � � C100'-7 7/8"] � Dr�wn By MSH � � I I SS � I STEP � q8-10 4-�I" I � � p Ghecked �y HS , � . � ( �95'-8� �103'-O"� � I WALL 2 SS ;� �j � `�' - - - - - - - - - - - - - - - - - - - - - - - - - -� � STEP SS 12evisions , I - - I I , - - - - - q8�-Z" - - - - - - - q8'-2r - - - - - - - -�-� - - � � � � ... FOOTING C � C J Lqq-a] � ,�� ����r' �'� a i� � O�F-ZO-cI3 ti.� �' ��� �� � �§ � ¢� �;� �s � STEP Z � � F � t��.��` WALL WALL � t STEP ' t STEI' SS � ' �^�" �' �P'� � � �� 1 SS � S6 3 3/4' � � 15'-7 1/4° � 1/Z' 3 3/4' ' � 3/4' � 8Y_......_...w.__._._. _. - _. ......._._.�._._._._�DATE�.�-�_� , ° t�-�� 1'-O' q'-O' 1'-8' q'-O' �'-2' 2'-O 1/2" 18'-3" 2'-4 1/2' �.�_ . ) �'� q�-� Z��-�o� ���-� 8�-�0� zz�-8M � � U N � A T � 0 N �q�-,o• A 1�I I� J_.- O W � �- - � � v� �..._ � � A � i �� � - � � �' �. A1�I 4 � 1�4'p - 1�-�• � ' �� � , _ ' , � ` - � - , ' , � � _ , , � ' � � Q�OC�ttC� � ~ 64��C�� 00 O•.+ O er eM ` - � ���O�C� � � � ^..�+O O . , � ''' a���- � �° � � � . . � �� G`' �. U � � � ^ D V � � ' MAIN l_�V�� ��OO12 w �12AMIN� NOT�S: � � � 0 1. FLOOR JOISTS SHALL BE 10" WSI/423/2100F U.N.O. ����'PX�I��-S �EGtP��-��Glt�cs � 2. XXX'-XX' INDIGATES DATUM ELEVATION FXXX'-XX'� INDICATES AI2GH. PLAN AGTUAL ELEVATION. �, ( ) INDIGATES TOP OF BEAM OR PLATE ELEVATION. � ' � \\��o�PpOIREG%ST�/�//i �p..Q''��ES P S.o,9�9c�'�� ` ,% S, I I 12 _ �s y� = .� • 26�99 • q � 10 II S`� _ ; . — � � SS SS � I I � �����'FSS....�!� G��`�� ���/�////I I!0 N 1 Ai l l I 1�������� cV � � � �� � J 11S'-7 3/4" I i I I j �j�9 I I Q �itq'-11 3/4"� II � II 0 .-XII 3 J � � > :� � � � v`� II ? � � q � I 1 0 �� � � � tts-o \ I I � � r � Ss �,N I I � �►� I I Q F11q'-4"� � i I m — �r� I I � i X I I 3 s t/8' x t2' �.�. � ��9 I i Q v�. I I 17 I i _iXll3 � 11 � II � � L� � .�'--'r.r � � �` � � � W II / N I ' / 2 to � � � I I � GOLUMN� � SIMPSON LJ .-� � I I � I I �p I I T�`fPN GAL � I I I I O�"Y �. O O � . X o � Q � „ „ X x � � � � L�' ONLY � � DOL�LE JOIST ONLY 0o N 2 X 10 N � � FLIJSH X■ N N l�- 3 II (2)-10' S.L. N� y v � (� � 13 O l�- J (2)-10° S.L. �� LIP p � � ONLY X `� N O , n � � �3 Z ] V � S� JOIST N STAIR � � l� X tm Ot�.Y � - � � N J�IST � � III , � (Z)—ZX12 �' ONLY �� � FL002 3 1/8' X 9" GL. � n ,d. N FLO�R STEP � � � STEP � � � X � Z e (2�2 X 4 (� � X STAI2 ° WSI�423 3 N 3 � 0 STL6 TO � � N T 1G° O.G. � � � � .� UL��M GOLUMN 4 �I — � �STEP � , GOLUMN 4 110'-�' — , (2)-2 X 12 (2)-2X10 3 1/8 X 13 1/2 G.L. (4)-2 X 4 � � (2)-2X10 GOLUMN Fi14'-10°� ` 1 Q � � V Q � Q � (�)�2 x G � (3)-2 x 4 `r3 _ � Q GOLUMN UP (4)-2 X 4 3 1/e' X 9" � � i10'-�r GOLUMN (4)_Z X � XZ GOLUMN J G.L. ~�' � p DOWN GOLUMN DOWN , N� J � ,- 14 WSI/423/2100F f1 �114-10� (3)-2 X 4 W •t3 AT 1�' O.G. W/ �1 COLUMN � �(� OUT21GGE2S '_� � w u UP ONLY 3 [- �„ `� m 14' WSI/473/2100F u, AT 16' O.G. W/ p W � (2)-2 X 10 X 18'-O' O ' OUT21GGEfZS `- � � �' N -- (�)-2 X � � O �.� � :J �o � X o . � �� ° ;�i � � N . � � ',1 �� •\ � � y'� J ln'd' �~ � O �S��Z /� � UP ONLY U ` O� � O N ^,t Q � � S X � COLUMN NLY `�dl � „„ p 1 X SG � i4' WSV423i2100F � S� �� (2)-SIMPSON HL7� � O I I (3)-2 X �2 AT 1�" O.G. W/ W/(41-3/4' � THRU— �n (2)-2 X 10 X ie'—O' �n 80LTS EACH LEG � ... � � � OUT21CGE2S S 1/8' X 10 1/2" G.L. I I � Z Z (4)-18" S.L. (toq'-3 t/4� Date 04-1Z-q3 X � � oNLY (4)-2 X � (�)-2 X 10 — — — — — — — — — — N � 0 � 0 Drawn 8 MSH � FLUSH (5)-2 X � y N �O�UXN<UP �i WALL A00VE � p�Y GOLUMN � � ( I � DOWN N � � Ghecked D HS v ONLY N� y '-' 2X10AT2'-0' O.G. , - - - - - - ONLY 5 1/b' X 18' G.L. �� �' 2evisions 8 3/4' X 10 1/2' G.L. 5 1/8' X 19 I/2' G.L. � � �iOq'-� 1/47 X� (�)-2 X 10 J (2)-2 X 10 �'�'� ''-�`y 'b�' ����" � �� �r:� � ` u��.��1 ��D � �`��w ���� r '�, ��� (10°I'-� 1/4") (lOa-3 '/4� � � � �\" � } � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GONTINUOUS , � - - - - - - - - - - - - - - I �n O O WALL A60VE 4' t '�'�`�����I1� � �'�" �P � � � � . � S� � � UP UP 3 UP s� BY-•----------�-----.._.-- --- - -- ----------------,DATE�. .�?1'-Y Slf�'SON HL7� (2)-2X10 THRU,-60LTS EAGH LEG I I A I � � � V � � �� c �' � 4 �'� A f"1 l 1�I� � �- A l�l � s� � ./ 1/4° = P-O" . - � 2 � � . � r _ j i , , ' , , , r � � � � � ' " , ' � , ' , �, � � . � � " - �� ' � _ - ` - _ - ` i �1. ' L1Y.,E L41�2�1L�.F..e l�12E�.� � - � ` , ,'° ' � . , , - t��o co - � _ . - . , , � , , , ' '` ' `_ ' � - ' - 80�pSF , � � � , _�4 ,�.� � . . - --- . , � _ , . � � ,' , ;" ` ' A; ROOF � � � , , , , - , =C. LAMINATED BEAMS � 8. �i.E,I�B�I.� a�o� . . , „ , � . , � A` �.,., �e°���o � � � , - ` i� ' ' a � � . ` ' ° i. AL!LAMINATED MEMBERS SHAtI�E FABRICATE�OF DOUGLAS�IR - • , W � vJ o� o�� dQ�SF , ' r � � G4��o�o� � , . ' B. TYPICAL FLO��i , , � � � . ' , � � ' } , LARCH AT !2 pERCENT MOISTUR�CONTE(�tT IV ACCORDANCE WITH . , A. , ENGINE�R'S ACCE�TANICE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTtONS. � , ` - - ' ' ' - . ' -t � ' - ' WCl1B. ALL SIZES SHOWN ARE N�T. � " • �- - � , - ' � q� o - o c�M , � 1 C. " :17VIND , , � " - , � � ., _� x 2, LAMINATE[�MEMBER SHAtL 8E D�TAfL.ED AND FABRICATED IN ACCORD- ' B. uERIFY ALL QPENINGS THR(3UGH �LOORS, aOQF ANt�WALLS WITH MECHANIGAL AND •Q t�,b o cv c°� � , ''" .i. B�S�G WiNO�PEED' � , 80 MPH , , , ,ANCE WITH THE STANDARD SPECIFlCATIpNS FQR THE DESIGN AND FAB- - EL�CTRlCAL CONTRaCTQRS. VERIFlCAT1�N Q�l,OCATIONS, SIZES, UNTELS,AND � �Uw ' ' � � �2.:EXPQSUR� . � � , � , , � � � � �'� , RICATION��'STRUC7URAL GLUELAMINATED TIMBER, LATEST�DlTiON REQUIRED CONNECTlONSARE CONTRACTOR'S COMPLET�R�SP�NSIBILfTY. � � A � � , � . , ' RS PUB�ISHED BY AI�'C. � ' � ' � J ' '' � � D w �' � ` - D. ' EAR'THQUAKE ° . � � � � �, , - �ZONE I�, ' � _ , , � � � y � . 3. PROVlDE UNITS GONFCIRMING T4 AtTC 117, 24FV8,D.F..�M�MBERS SHALL BE � . C. PROVIDE ALL EMBEDqEC111'EMS IN STRUCTURE AS NOTED ON AACHITEGTURAL, i d , +� _ , J . , � �� , � � DESIGNED W(TH ZERO CAMBER WiTH TOR SURFAGE CLEARLY STAMPED ON MECHANICAL, ELECTRICAL,AND STRUCTURAL DRAWiNGS. MIS�ELLANEOUS � . � , , '� 2. ' NhN-STRUGT�RAL FLEM�NTS: ° ` . ' , ' � � EACH MEMBER. ` � _ _ EMBEDDED ITEMS ANO AIVCH4R BOL7S SHALL BE FURNISH�D BY STEEL SUPPL,IER � �" ' � � . � � � c�a - , � ' - ` AND INSTALLED BY CONGRET�CONTRACTOR. STE�L SHALL FULFILL ASTM A36. O � , � ' ' � A. EL�MENTS SUCH AS NC?N-BEAAING PARTI7`10NS, E7C, A17'ACHED TO , , D. PLYW�OD DECK ANDlOR WAFERBO�RD � � � , � y - ' , � _ � ` , � ' � ANt7/OR S�1PPC)iiTED 81�TME STRUCTURE SHALL TAKE INTO ACCQUNI' , � '� , t. PANEI:THICKNESS SF�ALL BE AS�HOWN ON THE DRAWING. APP!ICATlON D. P�OVIDE ASPHALTIC�MASTIC-COATiNG�N°ALL STEEL tlNd WOOD EXPOSED TO THE � , " ' , � �EFL'ECTtON5 ANt3 OTH�R STRUCTURAL MOVCM�NTS. � ' � , � �SHALL BE IN ACCOROANCE INITH RECOMMENDATI�NS 4F THE AMERICAN , _ EARTH. ' ' - w � , � ` ` � , ° , . � � . , ' ' ` - , � � . PLYVUOOD ASSOCIA'TION. `° ` � � ' ' _ � ' � 3,, �OS�j�DAT(ONS;, , ' y , , , � , . , � i ' . 2. EACH F�ANEI SHALL BE IDENTIFIED 1NiTH THE GRAdE-TAAD�MARK OF - , E. WATERPpOO�ING, VAPOR E3ARRI�RS, VJ�T'ERSTOP, CTC.,SHALL BE AS SH�WN Q °o � � ; � ' .. � � ` - Tt�E AMERICAN pLYWQOD ASSOCTATlON/�ND SHALL MEET THE AEQUIREMENTS � ON THE ARCHITECTURAL DRAWINGS AND AS 1NDICATED (N THE SPECIFICATIONS. �j ` � � � �A. -MAXIMUM SOIL Q�SiG�J PR�SSURE� ' ', - 1 3000 PS� � � � . ; . r OF U.S. PRODUCTS STANDARCJ P31, UITEST EDITIQN �'OR PLYWC)OD. ALL , � � ' � � � - - , � , �c_� ;• ° " � ` , � , PANEIS WH�CH HAVE ANY EDGE�R SU�FAC E PERMI�NENTLY�XP a S EO T O �. ALL DIMENSIQNS 4N STRUCTURAL DRAWlNGS SHALl.BE CHECKED AGA(NST FIELD ` � �B, ' ' CC�NTR�CTOR TC)`FtJ��.�►i�AI�L RECOMMENDATI�N�1N SOILS REPdRT� a � � TyE WEATHER SHALI.BE OF TH��XTERIOR TYPE. � ' ' , ARCHlTECTURAL DAAWINGS. � � � NO. �� BY CN�N�NOaTN�RN DATEa � � - • _ � - . .`3. FOR FIt�ORiNG USE 31d"T&G STllI�D-1-Flt?OR SHEATHiNG NAILED AT 4"O.C. . ' - ' � ` _ _' . . � j �- , ' r � ' - � � �' � "� , � - � , ; � At,ONG PANEL EDGES ANC?AT 10'ALONG WTERMEalA7E.SUPPORTS. � - ' � ' �C_� " AI.L��4T1N,rs BEARII�f'��L.EV�lT1C7NS SHUWiV ARE ASSUMEC�.EXAGT BEARINf3 ; . _ , » � � � � ` ELE1��;,��NS SHAC.L g�,�'��lF1ED IN THE�IELD W11'H ACTUAL CONDtT�ONS BY> �, 1 - � � �� `�• �OR ROOF USE 5/8 (40/20 SPAN RATiNG}EXPOSU[�E 1 SHEATHING NAILED AT 4 ,� � k . � , � � O.C.ALONG PAN�L EDGES AND�T 12"Al.C?NG�INTERMEDIATE SUPPORTS, , , ° CONT"�:�CTOR Wf�'H,�#��i�VAL O�S�ILS �NGIN�ER AND AI.L�Ol`�'OM �F; � � , � - �5. £�C7�f�lUR WlttLS��IALl:HAVE E7i��LR►Y�R,E7� il�" �XP��t�R���H�A7N�NC�1 � � � � FOC?T�k�"�'S'SHALL BE�1��"JLMUM OF 48"B�LOW EXtER10R Gf�ADE,, � � , � � NAILED AT 6""CJ.C. ALONG f'ANEL�OGES. � ' � . .� � � ; � f � ' �� ` ' ' ,� ,-6.�DIAPHRAGM SHEATHING SHA�.L EE THE THICKNESS SHOWN ON PL1�NS � . D. ` ALL F(��TJNGS ARE"C��� PUICED 0'�i FI�� , , ���\���1111111111U11ii�iij ; , ' , � Jf U�DISTEIRBED NA7l1RAL SL�IL � �' ' V111TH THE FAC� GRAIN PEAPENDCtJLAR 70 SUPPORTS WITH END JOINTS . � � � OR PR��'�RLY COMi����[� Gt,CK�=1LL`,11FE�,GV�D�3Y�'HE,S�iLS'ENGIN�ER. , . . S7AGGERED. � ' ' " � � � ' - , �����\ Ppp REG/sT/ii��� f ' . `� ° ; i�Jl�v� ' � ST NDARD PpOCTOR . � _ �o��v�o�esoe�F � � C4:•���P S'°q�9F0% ; . � , � BACK�It,I.SH��LL E3�C�►���'I,C i�[?7'O 95/o{�n t1rJ} A , _ h , � , 7. INS�AI�SUITABLE EDGE SUPPORT BY USE QF PGVCLfPS,'TONGUE AND � ` ;rQ' Z o � , ' DENSITY�U�[.ESS OT��F��CtSC RE�OMit�EtdDED 1�C TN�SC)iL$REPQRT. {F_SOFT � ,, '; � , , GRC)QVE PANELS Of�SOtID WOOD BLOCKING BETWEEN SUPP4RTS. �, p � �, . - SP4TS AA� ENCC7UNT'�R�D REMOVE.S{��L 14ND R�COMPACT W1TH APPROVEL? ' � . , , � t � ', , � . = : �6799 ; _ ; � � - � ` FILL. �l�E: St�IL REP�RT FOR DESCRIPTION QF BEARiNG 5pIL.� , � . ` E. PREFA�RICA'TED W000 MEMB�RS SHALL BE THE TYP�NOTED ON THE DRAW(NGS �"Ois-� a� • � ` -��y � `�" " ` � • ; , ' , ` � , ', ` ' ' ' AND SHALL E3E"WSl-JOiST"AS MANUFACTUaED BY WILLAMETT� INDUSTRIES, lNC. , , i��'F•••....•o G�` � z ^ G�i,U1+��S G�GR�D � , , � ` . °` , _ ��//�jsSIONA�- ����\\� E. " CENTEA Al.L�OpTINGS U��uER VJALL.,, - y Al.1`ERNATES SHAL't BE REVI�WED QY THE�ENGIN�ER WFB BLOCKING�ND_ ��///1l/1111111i►11����� � � � � , � LIN�S UNk.�SS OTHERWiSc Wa`FEC?,G�J (=Ll.;1S, - = ' � � � , _� $RIDGING�`O BE AS AE(�UIRED BY 1N�JOIST MANUFACTURER , � �` , , ' � � ' �i � � � � '� +• F. ��' PROVIDE BRIDGING PER MANUFACTURER'S R�COMMENDATIONS UfN�ES5 OTH�RWISE , �. , NOTIF�(5�71[,S ENGINE�R 4YHEN EXCHVATION {S COMPLET�O SO TNAT CQNDt- ° , NC}TED t'�N STRt1CTURAL DRAWINGS,WOOD TRUSSES SH�ALL B� DESIGNED Tt'�FULFlLL ' ' TIONS MAY 8E iNSP�Ci'ED PRIOR TOrPLACEMENT OF pNY �iLL Ofi CONCRETE.� , � StR�SS REQUIREMENT�AN�/tJR L��t,DS NOTEO ON DI�AWINGS, SHOP DRAWINGS r ' ' ' ti � -` � � ` � ° - , � , , � SHALL'INCLUDE CALCUt�1TIONS AND BEAR THE STAMP OF A REGISTEREC7 ENGINEER. , � ' 4. CC3NCRETE:` , . � ' � ` � -� °�' r ` � " , , , , , � * ' � . G. STRUGTURA-LAM MEMBERS SNALL HAVE THE FOLLC7WING S7AE5S�APACITIES: O - , � � A, 1' ALL CAST-IN-PL.ACE CONCRETE SHALL BE MADE V1rlTH TYPE t PORTLAND ' � _ F�=2fiQ0 PSI, E= 2,Q00,000 PSI, F�l=750 PS1, �y= 285 PSL - ' ` ' . - ' � � CEMEN'T, STONE AGGaEGATE AND SHALL DEVELOP 300Q PSI C�MF�RESSIVE ' , �, � � � � n �� , � .. �_ . _ � , — _ � � STAENGTH tN 2$DAYS. ' ,� , ` � � ' • � , _ � ' ��g: � ���ft��,MaDU�LES O�E'LASTICITI'�OF�ALL CCJlVCRE?E SHALL EXCEER Wc�•�33 f'c � � � �' � , t (QR 5T,000 fc NORMAL W�IGHT CONCAETE). ��� , , � _ (� " � � ti . , � ' � i � � C. ' CUNTRACTOR MAY POUR �LI18S-ON-GRADE CONTINUOU3 AND TROWELCUT JOfNTS. � . � � ; , .� JOINTS SHALL BE 5PACED 15 FEET AND GUT 1" �EEP X 1/8"WIDE. . , (�(� , , , • �'�' � - � � � D� SL.AB5,TOPPING, FOOTINGS, �EAMS AND WAtLS SHALL,NQT HAVE JOINTS IN ° � 0 � - ' , 'A H�RIZONTAL PLANE.,ANY STOP IN GONCR�'t�WORK MUST�BE MADE AT THIRD , I� �(� ' ` ' PC31NT OF SPAN WITH VEATICAL BULKH�ADS ANb,HORIZONTAL SH�AR K�Y$ � � V I , - ° [1NLE5S QTHERWIS�SHaWN. ALI.CONSTAUCTION JDINTB SHALI.BE AS ��-8� �2�-q ��4� � � D E T A I L E D O R A S R�V I E W E D �Y T H E�N G I N E E R. � � � , ' � , � ' � P, . � - . _ , , , _ � �� E. , ALL CONCRETE WO�K 1�ND R�IN�QRCEM�NT DE�"AILtNG SHALL BE IN � � , , ACCORdANCE WI1�H AC1 BUILDING CODE 318-83. UNLESS NOTED OTHERWlSE � : ' � Al.L EXPUSED EDGES O�CON�R�tE WORK SHALL HAVE 1l21NCH CHAM�ER. � � F � US� STANqARD HOOKS ON DOWEL� UNLESS OTHERWISE NOTED. � , O ' , , � - , (6)—Z X 6 (3)-2 X 4 � � , " � 5. R�IN_ FORGENKEN't: � , , . , � OPEN (�)-2 X 4 GOLUMN GOLUMN � 1 , , . � - COLUMN � , _ ' � A. ALL RE�NFORCING SHALL BE HIGH-STRENGTH DEFORMED SARS CONF�RMING TO � (�)-2 X io � � �I ' AS7M GRADE 615,GRADE 6�1 EXCEPT TIES, ST1RRtlPS AND PLA7E ANCHQRS WHICH ' '''"' , � ,J �. ' SHALL BE t3EFORMEQ'BARS, ASTM DESIGNATION A6i 5,GRAOE 40. � � ° � � � � B. WELDED W(RE FABRI�SHALt CONFORM TO ASTM A185 AND SHAI.t BE LAPPEQ 0 X � �- �i � � . � t7N� FULL M�SH AT SIbE AN� END SPLiCES AND WIRED 1'QGETHER, , W N (�)-2 x 4 � . � 0 � � ' � (2)-2 X � (3)—Z X 4 (3)-2 >C � N GOLUMN (��-Z �C 4 J X � (4)-2 X 4 GOLUMN � ' � C. POLYPROPYLEN�FIBER REINFORCING SHAl.L HAV� FMBER LENGTH COORQIN- � �N G ER C L U M N GOLUMN �- c o L U r�W �- � � �o W N — � , � ' � ° ' � ATE WITH AGGREGATE St�E A9 PER'MANUFACTURER'S RECQMMENDATIONS j j � N (4)-2 x 4 � �' ' , , AMOUNT QF FIB�F�S 5HALL 6E A MINIMUM OF 1.5 LBS1YRD 3 OF CONCRFT`E�R � FLJSH Q (4)-2 X 4 � COLUMN Q — co�ut�w � ' ' _ � . THE AMOUNT RECOMMENDED BY THE MANUFACTURER WHICH EV�R tS GREATER. ' �Z3_Z X to (Z)-S 1/2' s.t-. Z'-4 1/2" 3 , (3)-to° s.�. � v q ! i . � � , ' � D:� REINFORCEMEN?PRQT�CTION' ' 3 � oN RooF� o�[ o�l to" Ws� AT O • ' ' � 1: CONCRET� PbUR�d AGAINST�ARTH - - 3" OEAM 2 X � AT (Z)-to' S.L. Q � � ��r �•G- I I r n � ` � 2. CbNCRETE f�OURED IN FORMS(EXPOSED TO WEATHER OR FARTH ` 2" � � � ��" �-G - (4)-Z X 4 U � � � �U � � - COLUMN � ( � , � � - 3. COLUMNS liND B�AMS (TIE BARS) , ' ' �'��2" ? (2)-5 1/2" S.l.. 3� X X � � 0 , � F �. 5LABS ANb WALLS(t��7 EXPOSEQ Tt�WEATHER� " i � � �4" s� FLUSH , = sir�wsoN iu3t2 � � cPEN � , ' , r ' - , Ol9 N N TYPIGAL , = I I � � E. NO SPLI�ES�F R�IN�QRGEMEN�'SHALL BE fU{ADE EXCEPI`AS DETAILED OR 11�_� � � � ' . . AUTHORMZED BY THE STRClGTURAL ENGINEER.LAP SPLIC�S,WHERE PERMITT�D, ' UP ONI.Y � t4)-Zx4 GoL. � I I J� � � ' ,� , SHA�L BE A MINIMIlM O�36 QAR DIAMEtERS U��ESS O7H�RWISE NOTED. MAKE � ' 1�`1'-�' 2 �t��_14� UP ONLY � � ' Q\ 6 � � - ALL BARS CfJNTINUOUS ARQUND C�RNERS. > > � - (�)-2 X 4 �12.�'-to'� 5� J I I 3'� S� ' . , � - � , , , _ , _ GOLUMW � � , F. PLACE TW4#5 PER 8"7HICKN�SS WiTH 2'-O.PaOJECTI�iV.AROUND ALL ' - � � � �_i � . ` OPENlNGS 1N CONGRETE WALLS,SLA@S,AND BEAMS. ALS4 PRC�ViDE T1N(1 � , � � � � WALL ��MG �° I I �N O , , #5 k 4-0�IAGONAL1�Y AT EACH CORNER: - . (4)-z x 4 � , ' ` GOLUMIJ � ( , N i I � , � � � , � ` ' - l� �3)—Z X 4 `''� I 'G: CONTINU4US TOP AIVD BbTTOM �ARS fN WALLS AND BEAMS SHAL�.B� • GOLUMN � 1 I i�° OSG. oR�i'�� Q � I I � (4)-2 X � - . - , SPLICED AS FIJLLOWS�,7QP B/�RS AT M{DSPAhI, BOTfOM BARS OVER SUPpC?RTS. � � � X � � � X GoLUMN ; - . , , , �. .J I I �GI/.�j-r"-��= �Z'o.c, U I � N DOWN . r , H. PRQVIDE ALL ACCESSORI�S NECESSARY T�SUPP4RT'REINFQRCiNG`AT PpSI- , ,�'� � � 34 �o ; , _ , TiONS'SHOWN ON THE PLANS. ALL REIN�ORCEMENT TO BE HELD SECURELY � _� - _ �` _, � " ' - iN PROPFR POSi710N IN AGCORDANCE WITH AC131&77. , • oPeN �,�.� � �� � ' � ' . , � ' , N 1 ( Sit"9'SON IU312 � 6. STRUCTURAL�l.; ,` ` � r ' � . „ , - v ( I TYF'IC.�.t... � � Date 04-12—q3 �� , ' _ � �f � , � � � � - " I ( (3)—z x 10 ' (3>-2 x to Drr�wn C3y MSH i , A. ALL STf�U�t`11F��L Si��l.SHALL CONFf��M TU AS7M SPLCiFICATIONS A36 ���CCEPT° � � � ` UI�I��12 L-�V�L- �L.00I2 r', , - , PIPE COL'UMNS WHIC�i.SHALl.CaNFORM T4 A5TM A53 AND TUB�C�L,UMNS TO � � � � ' �2AMIN� NOT�.S' Ghecked 6y HS ' ' � ' � ASTM�A500, GRADE B,LATEST EDIY`t��JS. ANCHOR BbLTS SHALL BE A307 ST�EL AND I (� r i Ei f2evisions '` ' � � ' MISC�LLAN�OUS EMBEDDED ITE�IS SHAIL BE A36 STEEL. � � Y � p , , , , t. FL002 JOISTS SHALL BE 10° WSI/4Z3,12100F U.N.O_ �R `�fZ '����-ra LI.tJ.O, ` , � ' B. STRUCTCJRAL STEEL SNALL BE DETA(LED ANd FABRICATED iN ACC�RDRNCE � � � , 2. HEADEI2S SHALL BE (3)-2 X b U.N.O. 04-20—�13 � ' ' WITH LATfSTFPR4VlSt�NS OF AISC"MANUAL OF STEEI.CONSTRUCTI4N" ' � � ' , ' ' ` �.>.� ��. , , C. MINIMUM�WEL�S TO BE AfSC ANDl�R AWS �UT NQT L�$S THAN 31)6"CONTINUOUS �4�_Z X � ' (3)-Z X � (3)-Z X � p-y>r, �y.�� � �� !,�'`�-� �� r { j� . jY' ! �y�1 �°� ����� ��pp •� �, E� ��� � � , F LET UNLESS OTHERWiSE NOTED. , � . , co� MN � �� .� � � , , , � , ' ' ' _ � � lA �� � D. A�L WELDERS SH�LL HAVE EVIDENC�OF PASSfNG TNE AMERICAN WELDING �T ` SOClETY STAN[�AF�D QUALIFICATIONS TES�S A5 DETAtLEQ lN AWS D1.1. 'T"�`�f� j V� , 7• , �OD: ' � , ' ` � � 3/4" � � � � � � � � � � ._UAT�.._� - � i i , A. �ALL FRAMWG AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR,COAST q'-ti t/4" 3 3/4' to'-7 1/4' + -----• -...------°-- - --- ----- � REGION W1SUA�LY GRADED�AS FOLI.OWS: � � � �I �� � �� /'�� � �� ��-� ' 2"THICK�4"W1DE STUD fb= 800 psi � ` � 1�4'° ° 1�-�' `-�� _ " - 2",THICK - 6"& WIDER ' N4. 2 fb c 1250 psi- � , 3"THICK�6"& WlD�R NO 1 fb= 1300 psi , � � NOTED ALI.OWABLE STRESSES AR� MiNIMUMS AND FOR NONREPETITIVE ' USES PRIOR TO aLLOWABL� STRESS 1NCREASES. � � , , � � � B. PROVID� t X 4 CROSS BRIpGiNG NOT OVER 8`ON GENTER �'(7R ALi.WOOD ° , . �JOISTS AND ZX SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO i'HE , UBC SCHEDULE UNC,ESS OTHERWISE NQTED � , , - - , �- r ` , �.. �,-�-,.,,-,. .� . ,.,. . �,.,. --, , v ., , , � _ �- • , .� , Y,,,, �-.�,� ,�- , ,k . � W .,�....r.,: - - - r a ,., ,. _ , . - ,�- � , , , , , , � , ' , r , _ ' , ' : " , ` , - " ' ' , � _ _ ` ' , � ` ' � � , ' - � ` ` �- ' ' � � � . � � t�f�MC�D�j�.� � e , � , ` ` � ` ' � � � � � �i rl i� � - . , � . . , , � , . , � � � �.���� � ; . � . . . . . , � � � ����� , , � , � , _ , , _ - , t ^t °�' �,^^ - ' ' W � °oo � � � _ , � � � � , � . � ' _ ' ' , � ' •� p.;��r�M � a _ � - � ; ( � .-� �J «t . � � , _ . _ � � � �� � f �� � . � � � , � _ . � - �3 �� w � � . , � � � _ �. - , � . � , , - , ' . , 3q'-3 7/8° � 40'-� 1/8' ' � � �, , , r� . , . . � � o i � f � ' 29'-10' � - F � � Z,�� �/8y W � � / � � .. . „ rj/�� 1/A ll 'i�^�M 1�,�T �/4Y f + IJ 1 T � � - � o 0 4 � � � 1 1 � , t - � ` � , „ ' 1 � I , ' � - �' . � ^ ^ � � � k , , , , S ,i8' X �° �.�. ►200� �I2AMIN� NOT�S: ' ' ' ' ' 1. ROOF JOISTS SHALL BE 1G" W51/423/2i00F MANUFAGTtJRED � . , � �9 J J BY WILLAMETTE INDLJYST2fES ING. ��0�����pp1REG%s��//ii��, �Y � ` ` , ` , � � � F ` ' , ' � , � (3)-2 X 8 (S)-2 X 8 2. S.L. 1NDIGATES STRUGTU2AL-LP.M BEAM AS MP.NUFAGTU12ED 0Y ���pQ`;••"p'•••.rFq i� a . _ � ' � � � a• - - � ' ,� W(LLAMETTE INDL1ST21ES. �4�'•�� S'0�FO�%' �G:Q'� 9��0 _''r.. 7 . N i�° WSI AT X 3. CENTEf2 STLJDS IN_ 6EAfLING WALLS LJNDE2 .101STS. = :� 3• _ N X 2�-�r �.C. ' � ° 26799 � _ • : , � , _ , � � 4. ALL OLOGKING SHALL HAVE (2)-Z" � HOLES L1NDE2 TOP GH012D. � 'd� ; = s � � �.-o• . � S. 200F SHOPE SHALL BE � 1/2 : 12 � •'+��"'°°""'°�`�►° � � � � �11 � � � �o. ROOF SHEATHING SHALL 0E 6/8' T�G SHEATHING (40/ZO SPAN REATINGJ. ����//�FSS�ONA���G��� ' , � ,� (3)- X 8 � Qu 1� 7. ( ) INDIGATES TOP OF PLATE OR HEAM ELEVATION. ����j - ' � � 0 5� B. �INDIGATES LOAD BEA21NC STCJD WRLL. � � � ' � , � �3)-2 X 8 ' ��)-2 X 8 J Q � , � ` �' ' ' -� � , ' � �� � � ' � - X � , � � Q �' � ll �� , � , , , � \ � a � . 3 X , tz � � " � . �, " s� z � � QU � d� o —'n � t °L Q �n ,�0 N V 1 , � � � ' ' ' � k � � '� m 3� 3' �- �' , ; � � ' � � o �y N Q , � J N � � � � u , � �Q _ � , � � � � � = i�" WSI AT � s� �' = ^ `• ' ' � 2'-O' �.G. \9 � S'-1 7/e" `�'�-`{'r X � \ � � � � � � ' � t'y � O \ � ,j N N t\f1 � � - , S� , N j� N �' ' Q -� � � � �, I i � u 0 ' ' � N Q � z � � �� V1 � v � '' v � J � N (3)-2 X 4 � � � , � d- 'd' � � � , � " GQLUMN -� � rv ' " ' X X lJ' i�" S.l... � N , , ' ' , _ N N � ' � .�. . � ,' I I OL N _ _ N � �4�1 5 � , , � is'-8 1/4' 11 � � � I '' - � � � —L , , S�o � � � • O _ w . � ; r , � � • X \ � U " . , � � l`, N � `�' ' � � � , (2)-2 X 10 t 1 iG WSI RT � Q s _ - � J iG° WSI AT `n . � 2'-O° O.C. , � J1 N 2.'-O" O.G. N � � V , 1 ' ` ' � �� , ' � " 3 -2 X 8 ,� � � - r � �` � , � , � �� � � � * � � ' 1�° WSI AT - _� �` � � (� � { , ' ` ' , ` � 2-O 4.G. � W `'`� (4)-2 X � (3�-2 X 4 iv V ' . U�w_5( ` GOLUMN GOLIJMN � � O r 16 WSI AT g�- � COLUMN4 � � X� 2'-0' a.c. to �� � , � 7 � Q � r ^ , S'-8 1/4' SG N� S� � v 13 _ ` — �t . , . 3 1/8° 15" G.L. � l�o° WSI � , \ S�o U � � , , � � ' ` ' r , tlo° M.L. (2)-2 X �o HANfaE2 i<o" M.L. SLOPING (Z)-2 X 12 (4)-2 X 4 � R1 GOLUMN � O . � +(� � % � R ' � N � � � � � , �.,�, ` -' a ■ 16° WSI AT 3 1�8' X 15° G.Ir. �' Sro `� , ' ' � 3 1/8 X 1S C.a.L. < 'L-D" .C. X O - - - - O (� � N 1 � i�i-1- , � d. � � � Q (2)-Z X 10 N � ' � v � STUB GOLUMN v 2-D"J O.G T - � * � � ' {Z)-2 X 10 HANGEf� J - 1�' WSI AT � � DOWN TO LANDIPJG Q 2'-O° O.G. • � ' r ., , ' t , 3 6 1/8' X �' G.L. O J E-- � � 02 (4)-2 X 12 � � ; �Q _ , 1�' W51 AT ' 3 O , " 2'-O° O.G. - Q + 14 �' J � � dl (V , ' , _ Z'-D" TYPIGAL , W�, � ' S� �ry X p � �� -� � ! . - »� ( ' � \ L f�"U�'SON 3 ��<GS � � 8 � `�W GOLUMN 6 GOLUMN� a' � � � � • HANGERS c9. 'S� � `-' S� tfl ' . - . �,. �.. ~ X � X � �t , o cv �,. � - " C4)-2 X !� N (3)-2 X 8 c0 � 1� .:. N ,��`� r 1�" WSI AT �`� COLUMN \ 2'-O' O.C. � ,l• ,�,? < � Date 04-12-�13 , s� �- J� . ' d- (2)-3/4' � X 8' ��'q� + �2)-2X10 (3)-2 X 8 LAG-BOLTS (3)-2 X 8 ��)-Z X � l�rawn P�y MSH � , � X � � GOLUMN Ghecked Dy HS , N �' WSI AT � , ' . '�- 8 � X s� N iG' W51 A J . 12evisions , � Z'-O" O.G. S 1/8 X 9" G.L. _ � . ` N � -� 04-18-q3 ' �Q. � (3)-z x 8 � � � � � , , �Z �!1 , � (3)-2 X 8 X \ ' � � i�� �'�> � �� �'''§ � z � ' �w%"� � �'i �� `a i�-�� 15 � Ke � . , 5� X S 1/$' X 7 4/2," , a0 � " j �"+� � &s t� ',°s. �,c�� �� '�;,� �„�`' , ' ° � G.L. A ti ^ N + ; , � � �' `� ' � � ���°��1"� � �' �.��� �.... .� � � _ s �i8° x a� �.�... • BELOW , � OO � � � ---- -- ------------------,DAT , , A ---.---- -- - , 7'-11 1/2' 7'-11 1/Z° 11'-S 1/4° 10'-7 1/4' � � � � � _�,_�,__ V � , ' 1/4° - 1'-O" � � _ � , ,�; - � � � � � . � � 4 � � , e , � � _ � , � . ._ , ; _ �, . � . � � � , . _ _ � t - , 4. � - � � . . � � � _ , � Y _ x, r . . _ , . _ . . . Y � � . � � _ _ _ _ _ � _ _ � _ _ �_ _ �— l �i � "� . p ` ' � � . � ' � � ` ' , , r , , , ' � ' � _r > . _ � ' " ' � � ' " r ' - , ` , � � " � � � � � � , � � ` - - , � � � _ , � � , , '� � ^ ' , � . _ , r , r . L', ,� - , ' , ' � ' , - " � f - � � � 1' S 1 2" � � DR.NEWAY ��--0 - +in c+�ac �,, , , , , A , , , . � RE: PLAN � a�i o c°�t� Z X 8 TREATED 'EXTE210R ,STUD WALL ' ° ""� ''��� � #S AT 2-O � � �cp �� � ` � � W/ �1/2 � X TO W/ SHEATHING � 64 � r r � , ` ' � , � � ' � ANCH�f� C30LTS � � a N ,� � o• o�N d+ �4 �. { � � � , � AT �'-O" O.G. � SLF�AHTQdG . , S 1 2 _ , pq��o�aa I ` ' � � . , � � . � _ � , , , ,EXTERIOR STUD g� ' 4r �� ti.•d O M o � DU � , (2)-#S WALL W/ SHEATHIN�'.-,. Z X !o BEA2ING WALL ° °°e °� ° ° � °• ° `�'� � � � � ` � " , ' ' , - � _ ` � ; " ' , . 2 X � T2EATED W/ 1/Z" ISOLATION ' �Z)-#S CONTINU US- �' � r ° . � b 2 X � T2�ATED - 1/2 � X t� . ■ JOINT - � d d a • III � � ■ ANGH02 00LTS „ #4 AT 2'-O" . � - V � � r � ANGHOR 00LTS AT � #S A T 2'-t 7' O.G. T 4-O O.G, , „ 4 SLAB-O N G2ADE �`�, ' . . ; ' ` � VEf2TICAL ' _III . ' RE002�NOISTS� ' AT 3-Q O.G. W/ FIBER ESH GRAVEL 6ASE �1 D �� w . , ' , ' (2)-#� '�'� , , _ 2, X 4 KEYWAY #4 AT MID-HEfCHT Q a�i f �v _ � #S AT Z'-O" G�.G. � � - . . #4 AT 2'-D° X , IZE: PLAN � � t. � a.. � � .� � � � �. � .� �'�'� � ` � • #S AT 2'-D" t7.G. - _��� • 4 ' ' ' LEGS � W � � � H021ZONTAL ' s o� f � _��� o°��' o�o�°;•' Q Op'R•a•a o•• ' Ac••.O o�o p°�',�.Oaor; � ALTEC2NATE O o f„ . � N •O { � O • f• . b •. •• O•• O • �p �O, �Y O S�ES ' • III III— � � ' � � � . . � � �r � , . = III �� -111 � = + #S AT Z-O O.G. - 6 • � 2>LOCKINC ' . � . � • , � � 2 X 4 KEYWAY . GONPAG7E0 CRAW..SPAGE VE2TIGAL (2)-#S Q • _ , 6ACKFILL FLOOR SHEP.THING � � . _ #4 AT 2'-O° O.G. �j IIII � IIII , , , _ _ . � ���� �• � • ►��- J=- — cz,_� �o�,-r�N�o�s ' � � - � � FL002 JOISTS ° ' IIII �� _ 2E: PLAN ' IIII � =111 �E: p�.�lll °III I�IIE: p�.N ; � #S AT 18' O.G. t • - HORIZONTAL � � � , _ _ ���� , � - � . - � ° . p }f}--(2)-#S . r , _ #S AT Z��O� O.G. • , ��v T I O 1 ' � ��� 1 I O� 1 ,II{IIIIAIII/ , � - RE: PLAN � . 3/4° = 1'-O �/4° = 1'-O „ r� \PO ST // ' ' , � =111 �\\�� 0 REG/ ///�i , p • 1/2 150LATlON ��,0�`.��p SA.;�q�,or� F 4 � S�� p 2 N = .� 9 • = , + � ' . (2)-2 X 8 GLUED EX7ERI02 STLJD 4oISLAB-ON-GRADE U'�� �Z` � , = T � � At�1V NAILED W/ WALL W/ SHEATHING W/ F{pE2 MESH 26T99 = � �/4" = 1'_p � 3/4' � X G' . ,,.s,.� w ` - Z X 4 KEYWAY ' �XPANSION ANGH02S 2 X � T2EATED W/ � � AT 2'-O" O.G. �4 i/Z° � X 10" ANGH02 �y•o� ���'� � , ` + _ , � _ , 60LTS RT 4'-O" O.G. � - - =-i - � -,- ����FSgiONA�-`��G�� � , ' � � GONPAGTED CRAWLSPACE (Z)-�tS .'�°oa <o.�oodo�. .p�u.g,e o•:� ��/��l l l I l l l I I I 9 i 111 i�\1����� � i - i4' MIC20-LAM ���� � BAGICPILL = _I�I _ �.�� S.� ��L 21M JOISTS � , _ =III . t � � ' . W/ SHEATHING , FL�02 SHEATHING � ' •� � ' I IIII , p � p� - r � � _ � , 2 X DECKWG 2 �/z IIII , . - t2)-#s z �/2 = _ � - � - � � � , , _ , _ . ' � ` , =III VARIES � � � � - - - - - � ,> � � RE: PLAN � , • ' , #4 AT MID-HEIGHT O r , o��< •o 'd•'00�•Q — � . _ ' • ,•OQa••.•• t • � ` 6 � � _ _ _ i..�.� � � � � � � � � �..' ► _ f O O• . �` � � NO'i"E: AT SIMILA2 SEGTIONS �. aoi ooc3°'O��a � _ �Z)-#S , — � " " WALL AND LEDGER IS Z X 8 - � #4� AT 2'-O" O,C. �j > i , � JOISTS ARE PARALLEL TO • , ' DEGK JOISTS - FLOOR JOISTS RE: PLAN � . N — � W ANGHOr� AT 2 E� o.G.°N -III III IIO,_O� . M � , ' IZE: PLAN � � ,� ` ' , � � SIMPSON -III �� %2'C � X 2�EATED W/ , . ^ . � � � U HANGERS: ,. ANCH02 �OLTS II�I III= � f ,` � " � NAIL THRU -III ' _ AT Z'-O' O.G. �^ . F ,` ° SHEATHMG ..,)�G T I O 1�I °I . . � � ���� � . • (41-#S ���_ � � t � ' - � _ � 3/4° = 1`-O � N--�- . (2)-#S I� � � �� � � _ � � � ��GT101�I G = - � _ , � , f ` ' � � . � 2 X 6 TREATED ` EXTERIOR STUD WALL p _ �_ =III � � � � � ' , � - W/ 1/2" � X 10" W/ SHEATHWG '�/4 1 O 12Ez PLAN ANGHOR L OLTS � � f ' � ' AT 3'-D' O.C. FL0012 � - , � � � - � � #S AT ,�tl o.�. �.�� S�G T I O]�I 2 f� - H021ZONTAL AND � � M _ � VERTIGAL 2 X DEGKWG 3/4" = 1'_O 0 ' , (2)-#S � � , ' , DEGK JOISTS � � � .� ' �� , � � _ - I 2E: t'LAN � , . � _ • ' ' - =III- . GLLJ-LAM 6EAM--�- � ,n � ` � ` _ #S AT 2'-O" O.G. RE: PLAN V � , . � VERTIGAL =��� FLOOfZ JOISTS SIMPSON LG0 � , . RE: PLAN GOLUMN BASE 1/2" PLYWOOD � n S � � , SHEATHING W/ � � #6 AT Z'-O' O.G. (Z)-#3 TIES � � , � � . � SIMPSON LU MOISTU2E BA221E2 INTEf210R STUD .. � �. � , • #S AT 2-O O.G_ ' f . - y - � HORIZONTAL _ (4)-�4 VE2TICAL , , � HANGER BEAR G ALL (�' 4" SLA6-ON-GI2ADE � V � , ' ` , ' N -q� . �I� W/ FIBER MESH — � (TH1G N AT WALL) (Z)_Z X 4 Tt2EATED � �-- ' . 6r , 'I � � _ 'I' LAG-60L"f9 RT rZ'�O' O.C. Q � #5 AT 2'-D" O.C. o . CONPACTED GRAWLSPAGE ' 1/2' 1SOLATION 2 X 4 KEYWAY 6AGKFILL - ' I 1 ` � � ' ' , � JOINT ' - 12" � GONG2ETE � � � V - � ' , . r ' . ��� � PILASTE2 • , VA21ES O � ' ' . N 4 SLAB-ON-G2ADE - .. e .. •. ,c�, o p;- . � , �� ' W/ FIBEI2 MESH �III m o�dA�'.o�AO''. .o�vo. , , � � , , _ � - - - - - - - - , ' �4)-#4 �j — � _��� ���� - � ' Z X �4 K�YWAY ` ' ���� iV 12" ' -o Oca'0.; .. A o .. • c • ' O . • . _ 2EINFORGEMENT • '4�a-b�o•i $o:0ot�Qr o�•.O (� , ' , � ' ' ' , , • �2)-#S 6° III III° RE: PLAN #4 AT = }+-�. 'Q _ , ���� - -•- �. -•- ... - . � . , • . ��� ���� � _ . - . . ' 2-D O.G. p • n l�- : . , i•• �o,••�R,:•0�fl ••.O o�v -III PLAN o � � Z'-D" IIII �— (z)-#s � , 6 " � ` • • 4 � ��•b� O'• O REC = _ � � , . O • = ' ' �O = � � ` . f{�-�27-#S - ,, _ , _ ��G 1O� D -��� ���� � =III � � � RE: PLAN 2E: PLRN � , ' - RE: PLRN 3/4° _ �'_O ' ' - � INTE2102 STUD ' 1° S i/2' �'"«".".�.`"`",�""'" :� .��..�,_ � ` , BEARING WALL f� �'J � . 2 X � TRE♦ATED W/ (/ /J // . �'�,; � �� ` ' � q ' ��2� � X I�� � ����/ � / � �� I.� /Ta ,� r�"`� � f , ' L ' rr O S 1 2 ANGHOIZ E30LT AT � 4� _ ,^� ■ _ �_� �� ��� �� �� ��� �J�`r�T I N 1� 3_o o.�. , , 3,4 , ��. �. � � �.� �,� r � ` 3/4� a �i�O r2�'�#� i i , ; � , � 1 ^� � ��°�� ��� � �' ��.'�� � �a4 2 X � T2EATE1� EXTE2102 WALL � .' - w/ �/2° � x to" w/ SHEATHINC ,� Date 04-12-q3 ' ' WOOD GOLUM � ' ANGH02 00LTS W/ SIMPSON PG -��I #� AT 2'-D° O.G. AT 3'-D" O.G. �' ' GOL, CAP AT TOP ' . �I VERTIGAL (Z)-#S ..._. ---. ._ �__._.__.._.__.�D,QT - - � Drawn 6y MSH ' • Z X 4 OEARING ' . _ , , _ WALL Ghe�ked P�y HS , , _ , ' - , ' ' �i� . ' _ =111 ' ' : � SIf�'SON HDZ - • • =III � AT ��tl 1/Z° ISOLATION `� _ . ` ' (02 EQUAL) W/ ' #S AT 1B° O.G. #S AT Z'-O' HORIZONTAL (2)-2 X 4 T2EATED JOINT AND 2eVlS'tOr1S � 6/8" DIA. X 6' . HORIZG�NTAL VE2TIGAL , W/ f/2 � X 8° BAKRIER E � " EXP. ANGH02 AND ANGH012 BOLTS » ■ ' AT 4'-O° O.G. ■ � (2)-S/8 � X 4 4 SLAO-ON-C2ADE � LAG-BOLTS W/ FIOER MESH ' ` _ , #S AT Z'-O' O.G. � ■ _ 3 . 1/2 1SOLATION O � RE: SEGTION q/SS JOINT � �t . N . W/ FILlE2� E HI2ADE - � 6. ' 2 X 4 KEYWAY _ _ _ _ _ _ _ _ _ _ _ _ _ _ - , , . . - REINP02GMENT . + ^ � ' � REs PLAN 2 X 4 KEYWAY ' • o•. o . • ���o. r o ' • o`'• o d o .. /� .� a•: v 1 . . • . , . , . ' . , ' . •OO����b�� l:YA � �� • . � • . O <O��O�i !y ��Y�O o•O` • y^� ° ' ' III' � III� � � � . o . ,. . _ _ _ _ _ _ _ _ - _ _ _ _..... .r,_ _ _ -III IIII � _ . t2)-#S , _ � _ . , . ' , ' �` � �• � ' O , � • ��O•�O 6�:O'Q�AO� �O�� . � O i 0�i�� �0����O���� �I I I I I� i' ; � . , Q e •� • � O .« k - .� , ' ' - 1111=1111 =111 III - � (z)-� � � f�--tz)-#s r�E: pLAN IIII �f � , RE: f'LAN , , _ � , =III RE: PLAN =��� 2E: PLAN � -~ ' 'I _ � � , . � , � � � � _ ��GT1O1`I 14 ���T�oN 11 s��T�oN � S�GT101`I 4 � �� , j � ° 3/4" = 1`-O 3/4° = P-O � 3/4° = t'-O 3/4" = 1'-O `�-� � , � ' � � ; � � � _ , i , � ' ` � r ' ' � � . � , , ` t" ; ... .. � . i' , , _ , . _ _ _ _ _ , .- e . � � . � _ � � * � � ����� I �M�� . � ' ROOF ' ' 6 1/Z" t' S 1/2' A 1 ►-i � �00�� � SHEATHING _ �j�� � ,�4� o,� , �^1 � ���o�� ' �Z ROOF SHEATHING � W � 12 � •�d , T �� �"��� ��— i �j � , _ 4 t/.. � GLU-LAM BEAM Z �C � INTERi02 � pq � � Z X �� WE2� � I 4 t/2�- RE: PLAN BEA2ING WALL � � ' • � ' _ 6LOGKING EAGH 2O0F JOISTS FL.00R � a W � , SIDE EP.GH J�15T RE: PLAN i FLOOR SHEATHING � , ' - � 2 X 4 ' SHEATHING 2E: PLAN °�`� -�1 RE: ('LAN FLOOR JOISTS U� � . ��- --- � ' RE: PLAN ^1 �, 1 7�/?� 1' � °' ' � � RE� PL.R � (ZE: PLAN ! O � , , � ' � � ROOF JOISTS BLOGKING W/ � � ' � ' 2E: PLAN (2)-2° � HOLES ' AT TOP � , 6LOGKING W/ O o � ' AT ZT�P HOLES _ � � 2 X 8 � FASGIP. ' Q�EVELEO PLATE � E - GLL!-LAM OEAM � Z x �Z �� EXTE1210R STUD RE: PLAN RE�PLANOISTS FLOOR JOISTS BLOCKING FASGIA WP.LL W/SHEATHING W/ OLlT21GGERS DOLJC�LE � fzE: PLAN JOIST S/8' GYP. SHEATMNG T111 W/ 2" � � Slf"Q'SON U � ' 2'-D 1/2' HOLE AT 2'-O" O.G. WpRK HP.NGE2S POINT s � �oN � S��T�oN °� S��T�oN 5 ���T►oN 1' ,,,,�,}�,�,��1,,, � T 1 d � 3/4' = 1'-0 ��.\\��PpO REGISTFii�� �... - 3�4,° - 1�_� � 3/4" = 1'-O �/4 = 1-O ��:0���,e;p SAq�,9�,0� �,; ROOF = SHEATHING = �� 26799 y• - 1 1/2" X G" OPENING AT f20�F JOIST i 1/2° X �° AT S 1/Z° 1" 6 1I2� � ' ' 2'-O' O.G. W 200F L A 2'-O" O.G. IN � ������ . SHEATHIN�i �' p N 200F SHEATHING �� � HEATHING /���FFSS••••�Ea���\ SIMPSON ST9 ROOF S // IONA �\ AT 2'-O° O.G. �Z BEAM fzE: Z X 4 BEARING ,� a,�.�����T ���. ///////IIAII llllllil\\��� BLOGKINCa 4 1/2�- SIMPSON 2E-�PLAN ISTS �LL 2 X �, INTERI02 �.�1DE oF'Pfi�'s'7 �-l1�LL. ' BLOGKIN STq AT SIMPSON LSTA18 BEARINC WALL , � Z'-O` O.G. AT 2'-O° O.G. RE: PLAN FLOOR SHEATMNG FL002 12 ALTERNP.TE SHEATNING � RE: PLRN SIDES BLOGKING REpO ANOISTS -�4 1/2 RE: PLAN I r RE: PLAN S.L.. 6EAM RE: PLAN O , 2E- P�.AN 'n U ! W02K POINT SINPSON LSStJ�10 � }` 21DGE BEAM , I RE: PLAN ' W/ZSIMPSON AG � 1 co�urw c� -roP � � AND 60TTOM � �� � � W02K POINT � � � I SIMI'SOhI DOUBLE INTE210R ] , LSSLJ'�10 I OEARING WALL FLOOR JOISTS � O � ' W/ eEVELED 2E: PLAN W/ S/8' GYP. � ' . 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O !� , THRU-BOL'f S 121M � Q � 2E: I'LAN FL0012 JOISTS 2E: PLP.N W/ (Z)-2 X 10 HP.NGER � � SINPSON LSSU310 SIMPSON I�U , � HANGERS SIMPSON MST27 (2,)_ZX ST2AP EAGH � (� SIMPSON P36 �'`N�E� SIDE EXTE21012 � �•�- � ONE SIDE Z�_�+ W/ SHEAT NG m W02K � BEVELED PLATE � POINT ' �ERI02 0EA21NG WALL �2)-3/4° � O I TH2U-E'�OLTS ' (2)-�/4" � S.L. 6EAM � ' � ^ O THU2-BOLTS ����I ^� � RE: PLAN ���T�o N � � S�GTI 1`I 11 u � 3/4° = 1'-O 3/4" = 1'-O 3/4" = 1'-O 200F y SHEATHIN� EXTERIO2 STUD D�te 04-1Z-G13 WALL W/ , SHEATHING �Z f�oOF SHEATH►N� � Z X DEGKING FLOOR JOISTS W/ Drawn Dy MSH � 2)-2 X 10 OUT2IC�,GE2S 4 1/2�- I �Z �Z)ROWS�10dL NAILS CheGked t3y HS 2 X. � WEB , 4 t/2� AT � O.G. BLOGKING EAGH 2O0F JOISTS ,N 12evisions SIDE EACH JOIST fzE: PLAN � 2 x 4 � 04-14—q3 RE: PLP.N � ����/�"' N � TYPICAL � � � � � 2E: PLAN i I h I'7%g � . . . . . 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