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Plans GENERAL NOTES: s 1. ALL WORK SHALL COMPLY WITH THE 2007 OREGON STRUCTURAL SPECIALTY CODE BASED ON THE 2017 ISSUE OF THE INTERNATIONAL BUILDING CODE, THE OREGON FIRE CODE BASED ON THE 2015 IFC, AND g a ANY APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS. § C m 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS ANDSPONSct CONDITIONS AND TO NOTIFY THE DESIGNER OF ANY ERRORS oo E a OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 10E1VED� ....,c .o rn CARPENTRY: (1 j 2018 z zzz 1. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS w (7.)00 OTHERWISE NOTED ON THE PLANS. CITY OFTIARr a g0°w A. POSTS, BEAMS, HEADERS, JOISTS & RAFTERS QDJ O DIVISION ' wNa DOUGLAS FIR � C B. PLATES, BLOCKING & BRIDGING ETC. NO. 3 w�¢ DOUGLAS FIR 0 m 1 uP ENTRY C. STUDS NO. 2 J 0 DOUGLAS FIR OR BETTER z w z GARAGE D. POSTS & BEAM DECKING UTILITY LINEN GRAD DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS I O FIR PLY 32/16 2'-114" AT Z. - „ NEW HEADER 2. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND 0 INFILL TI _ 1 •• DOOR HEADERS ARE TO BE 4x6 NO. 2 DOUGLAS FIR. rn POCKET c ► DOOR `1 LIVING 3. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL BEARING PARTITIONS Q _ (N) (3) 1.75x11.75 (U.N.O.) 1 I MNFG. JOISTS SEE FRAMING Co KITCHEN PLAN SCOPE OF WORK _ 0 il II (E)4x12 BEAM CHANGING OF THE EXTERIOR WALL (REMOVAL OF (2) WINDOWS AND ILO TO BE SUPPORTED w J 1�� REPLACING WITH A FRENCH DOOR) IMPACTS A 1'9" PIER BETWEEN ,r,,,i �� z < 0 I�I I- - 10'-102 NO WINDOWS. PER CODE THIS 1-9" PANEL WAS NOT WIDE ENOUGH TO BE 8� M 5 co I _ w -- II I CONSIDERED PART OF THE LATERAL LOAD PATH BECAUSE THE WIDTH TO 4) . -o 0 �iN� HEIGHT RATIO IS TOO SMALL. BY OBSERVATION THE MAIN SHEAR PANEL Q) �3L (E)(3)2z12'S TO BE z w " BEARING POINT 1 m w IN THIS WALL, THE 3 —9 PANEL ON THE LEFT IS UNCHANGED �i --Si SUPPORTED BY Co TO BE 0 •,--1 Wita A NEW BEAM SEE 7 SUPPORTED Q THE WALL TO BE REMOVED WAS NOT PART OF THE LATERAL SYSTEM Mo 86j13 SHEET 2 = •7 o of 0 BASED ON MY SITE OBSERVATIONS. NEW FRAMING TRANSFERS VERTICAL w > z< 0 LOADS TO THE EXTERIOR FOUNDATION AND TO THE GARAGE WALL/HOUSE �``' a. z 1» FOUNDATION ,� 3'-5" _ I l'22 6' j NO CHANGE 10 —22 OFFICE COPY `�'+ ; 1 ' " 30/2018 0 3'-92» I I h 1 —9 • ray OPTIGARD RENEWS �� wive REMOVE (E) WINDOWS (2) REVI FUR CODE COMPLIANCE PROFFe REPLACE W/ 6' FRENCH DOOR A �y �416478 F4 * O ©Tc: i 1 • OFIRST FLOOR PLAN s Permit#: �-� . .0i ag— on n J 4R _ �°K /�•NA, N SCALE: 3/16"=1' Address: 66Sr60'^ qqpp• 16,'Ng\_c,`, „�JNOBI,,,. P012-1 5 P0162-1 Suite/ : •2ARO =NM NOTED By: �......�-1---' Date: ) aa_ ) ig Signed 1/11/18 51 RENEWS30/2018 al ` PRO L-^ 4, 18 F 41 S 647 a g c� R /.N9 � 2 `.� ��R• 16,1 �'� G�`1Q N Z Z 2ARO o m W rn V I , Signed 1/1/18 Et zzz agmW - CL foi 10' TRIBUTARY � ct ROOF LOAD w m Low �Q 10' - ZJ mN0 co f— (E) EXTERIOR o (E) EXTERIOR NALL ABOVEE --\ (E) (3) 2x12'S TO BE WALL ABOVE (N)B=AM \\i z REPLACED WITH5.5x15 24F—V4 (N)BEAM — — GLU—LAM SPANNING FROM 1 EXTERIOR WALL TO EXTERIOR II II II WALL, 20' OUT TO OUT SPAN 15117.7- REPLACE 2X12'S W/ To 1 it + ATTACH JOISTS TO 5.5X15 24F—V4 M BEAM W/ LU2 GLU=LAM BEAM 3'—'9i" 12 HANGER Am- Q) rn (E)(3)2X12'S-/ i o (E) BEARING POINT 'bo (3) 2x4'S REQ'D BEARING WALL TO BE REMOVED t:10 r--i m to o 8 c;-,.o BLOCK TO M E . ., SILL PLATE N ?, rQ O Fth�• L 8.- �"— • 111--111 3 'g M N a tuoZ • �.1-1 va O V 41 O C L(NI PARTIAL CROSS SECTION CROSS SECTION w °-W „L. S2 SCALE: 1/4"=1' COPARTIAL SCALE: 1/4"=1' g V o V) O cd N JOB ` P0162-1 OAC�' P0162-1 sate NOTED SHEET: S2 RENEWS• �� 2018 . FF C-jGIN`c / �? (.'16478 F'P * Q A II' ` Ada-11 OR - N• Z C.7 \ qy �R 16,�9q Gj`�� z Q NO A2AR0`'\ a co II II II II 1 1 II II II II Signed 1/1/18 (7cn Z ZZ ZZ II I II II I I J —00 n a_ 1 II I II I I I I CKInd . Z m p II II I.( I I II ( T (7) N L1x 0 w I IZ r. o a 20' N ttO IBEARING WALL U) TO BE REMOVED --\ Q) II II II Q (E) BEARING (E) BEARING (E) BEARING —\1101 POINT II II II II II P IIINTII II II II II P IINT II (E)(3)2X12'S (E)(3)2X12'S ,�i� .. o I I REPLACE 2X12'S W/ I I OB I '� � i.o - 5.5X15 24F—V4 0.31-)Ei'S ro n ��GLU=LAM BEAM > - d U - I e � o M N tlOoz O Lijrj rl OCZJ PARTIAL MAIN FLOOR REFLECTED W EW FP CEILING PLAN SHOWING FRAMING SCALE: 1/4"=1' U) o U) 0 CO °° N ,ca Ma: P0162-1 °""'W P0182-1 wjia NOTED silmt1 RENEWS -- -- • 30/2018 • �� 16478 'f''* J R ,ei8N �� Z .F�R• 16,�9/c), (!) '-'7' O I-I-I� Stip ZAROS' w m cn o 1 i 1 i 1 I�I� > o Signed 1/1/18 z 0 (3) 11 II II II II 0 w 10' TRIBUTARY w ags ROOF LOAD U) ��O 10' — o Qom, Ct wN0 (E) EXTERIOR v m 1- (E) EXTERIOR WALL ABOVE ct o (E) (3) 2x12'S TO BE WALL ABOVE (N)B:AM 0 REPLACED WITH5.5x15 24F—V4 (N)BEAM Lu GLU—LAM SPANNING FROM �� II �� u I Z EXTERIOR WALL TO EXTERIOR PI WALL, 20' OUT TO OUT SPAN ...,...._„. .iii REPLACE 2X12'S W/ ATTACH JOISTS TO 5.5X15 24F—V4 F BEAM W LU2 GLU=LAM BEAM — 3'-934„ 14'-5” (N) Ler ANGER/ �� OD HANG (E) ��I� H (E), BEARING POINT o � 4X12 W/ MNFG. JOISSTSTS (N) (3) 1I11.75 (E) BEARING POINT � (3) 2x4'S REQ Iso UNDER N HUS412 (3) 2x4'S REQ'D UNDER NEW BEAM HANGER NEW BEAM BEARING WALL TO BE REMOVED (3) STUDS REQ'D I �� d d d d d H d d d d d d d d .. tlEi BLOCK TO �� ,o ° I/ �. �(( N.0 SILL PLATE II II �., �� D N i: tD y q 01) ov LJ r—I Oij CZJ C6)PARTIAL CROSS SECTION R PARTIAL CROSS SECTION w D W0 SCALE: 1/4"=1' 3 SCALE: 1/4"=1' ca o V) 0 N JOB P0162-1 mu: P0162-1 sum NOTED SKEET: 3 RENEWS . - _6 30/2018 , AlCONNECT BEAM TO (N) JOISTS 5-0 PFF`�/ 0 A W/ SIMPSON LCE POST CAPS ,,: ,, 16478�'P�,, D Q S' USE 3 STUDS TO POST TO (E) �1 , FOOTING - JtA171� ' '" ` c� • �• - 7 R . N ,..L., Z rci-J ��q��.,R• 16,,�'c,c�`� N ti �� U Q .O p ZAROS\ LU °w°N0 0) Signed 1/18/18 Cr Uo0 MS w m�� (N) (3) 1hi HUS46 _v .75x11.75 0 �� a. o u7 ANGER I MNFG. JOISTS o QinQ COW F- m H- (3) 1.75X11.75o o JOISTS a 0 1 I : (N)HUS412 (N)H S4 2 a- w _ HANGER HAN ER SIMPSON SDS 25300 ? WALL TO BE I I IIkE4x12/ 11 SCREWS REMOVED I' 2 ROWS 32"ER » O.C. ,I!IL��jI FROMSTAGEACHSIDORIZ. II II \I__________IoII II Ci (E) POCKET DOOR1 11 (N)HU612 ''—i TO BE REMOVED HANGER N ( 1 II II II 11 cDJOIST CONNECTION DETAIL (E) BEARING (E) BEARING (E) BEARING 2 SCALE: 1"=1'-0" POINT --% II II II POINT II II POINT II " THRU BOLTS II--I.I- - -�1- - B 2 ROWS 32"00L.TCS. �0 (E)(3)2X12 S (E)(3)2X12'S r%0I� S2 STAGGER 16" HORIZ. �i a�� o SIST R (E) 2X12' W/ °' AND 2i" VERTICALLY 8 o Na 5.5X15 24F—V4 — i� 111111"11 N r°' n E GLU=LAM BEAM . 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