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Plans eLpqs-=-003� `7 1 Er rinram—iii ® WIN I111111IM1•I■ IMILINZIMIZLI PIIIIIMP •IIMMIIPwN � � r Cu um 11►�rurn iil1161ii'i ?i r■ and Construction Services Inc. 9025 S.W. Center Street Tigard, Oregon 97223 ADDENDUM NO. 1 PROJECT : JOHN DUNCAN BUILDING 16055 S.W. 74th - Tigard, Oregon f 59 p; III t '/ I ITEM # 1: REF: Sheet S1.3 West office 2nd Floor Framing Plan. (3) of the 11 7/8" TJI / 35C joists are to be doubled up. These joists are located imediatley South of the stair opening. See Trus Joist Macmillan revised drawings. ITEM #2 : REF: Detail 6/S2.4. The Simpson CS18 Coil Strap is to be changed from 30" long to 48" long, locate nails at 3" 0.C. max. in each row. ITEM #3 : REF: Detail 2/S2.4. The 10d nails @ 4" O.C. into the sides of the TJI joists are to be staggered 1/2" to prevent splitting of the joist flange. o PROF 11,135 - • OREGON i v ` & �Y 17,19� N: ' G i ' S R. N\GP j' P REs: 12 -3 ; -°6 ~ j PREPARED BY: S.E.T. DATE ISSUED: (O7 /0 / PAGE ' OF f , 8" C.M.U. WALL - \ 24" x 8 3/4" x 1/8" THICK PLYWOOD AT EA. SIDE OF 3/4" PLYWOOD - �� ` JOIST WEB - PROVIDE (10) led 11 1/8" TJI / 3 24" O.C. NAILS THRU EA. SIDE AND CL INCHED. 3/4 "4) RAMSET / REDHEAD DYNABOLT SLEEVE ANCHOR SIMPSON LTT2015 TENSION TIE 6 1/4" LG. (2 1/2" MIN. EMBED.) SEE DIAPHRAGM PLAN FOR CATALOG NO. HN -3462 LOCATIONS - FILL ALL HOLES SEE GENERAL NOTE NO. 11 ON W/ 16d NAILS - CLINCH NAILS SHEET 50.1 FOR IMPORTANT OVE 1/8" PLYWOOD ON INFORMATION. — OPPOSITE SIDE IV VARIES SEE ARCH i ' --- -- o � o� o 0 0 0 0 0 /o o i SOLID GROUT ALL COURSES - • • • ° .' °� ° ° ° ° ° ° a AT BOLT _ ° *5 BAR - CONT. T.O. 1E - . -----'''' 1/8" M I CROL AM LVL BLkG. �' BETWEEN JOISTS 3/4 "4) A.B. W/ 6" MIN. - )..•-•• •:' EMBEDMENT 24" O.C. DBL. TOP PLATE l BEARING WALL 2 x 6 6 24" 0.C. NOTES: 1.) SEE WALL SCHEDULE FOR TYPICAL C.M.U. WALL REBAR SIZE AND SPACING REQUIREMENTS. 1 DETAIL AT SOUTH OFFICE ROOF 523 1 1/2" = 1' -0" ,����© PROFF S � GI N 4, ,, 11, 135 : . _ . OREGON PROJECT: JOHN DUNCAN BUILDING v ✓G OY 1 N �I�r�n ���r��� � -9� R. Nk m orjE�rnim JOB N0.950110 DRN. BY SET DATE: 10 -9 -96 ��1�r=���� CLIENT: JOHN DUNCAN J EXPIRES: 12 -31 -96 � _ and Construction niiifi�iiYiio ADDENDUM NO. 2 and nstruction Services Inc. • Phone: (503) 620 -2086 L4x4x3 /8 "x12 "LONG 8" C.M.U. WALL W/ (2) 13/10" x 1 1/2" VERT. SLOTTED 1 -TOLES 8" C.C. 4 111 (2) SIMPSON CSI(o COILED \ - SEE DIAPHRAGM PLAN SOLID GROUT ALL COURSES _ FOR LOCATIONS AT AND ABOVE BOLT -SEE DETAIL © FOR MORE (2) 3/4"4 A.B. W/ 6" MIN. v INFO. EMBEDMENT 8" C.C. i•cHiiii ' 3/4" PLYWOOD c IV VARIES SEE ARCH. "5 BAR - CONT. 3/4" 0 RAMSET / REDHEAD ••' DYNABOLT SLEEVE ANCHOR 6 4' -0" O.G. . •. :_ 1 , • (LOCATE 3" FROM JOINTS) • • • • •: "S BAR - CONT. i • 14" TJI / 35C BLOCKING 9 4 -0I' O.G. :. 14" TJI / 35C JOISTS Q 24" O.G. - - 14" MICROLAM LVL BLKG. BETWEEN JOISTS DBL. TOP PLATE BEARING WALL NOTES: 2 x 6 9 24" O.C. I.) SEE WALL SCHEDULE FOR TYPICAL C.M.U. WALL REBAR SIZE AND SPACING REQUIREMENTS. DETAIL AT WEST OFFICER F S2 1 1/2" = 1' -0" ' it ..1GINF ' , i� 11,135 . • - • REGO j vi, ' 1710,,, P ROJECT: JOHN DUNCAN BUILDING v /it , � o` , R. iha .ii o jj j •j JOB NO. 950110 DRN. BY: SET DATE: 10 -9 -96 ® �■11!1LEI!II I!1 _EXPIRES :12 -31 -96 X1!1 "� "gw- C LIENT: JOHN DUNCAN 21111∎I111111 �II llI. I1 MI - and Construction Services Inc. ADDENDUM NO 3 Phone: (503) 620 -2086 • SIMPSON C510 COILED STRAP 8" G.M.U. WALL �- CUT TO 5' -S" LONG W/ (9) SIMPSON N1O NAILS INTO - - • MICROLAM LVL AND NIO NAILS . o \ 9 6" O.C. ALONG ENTIRE LENGTH OF STRAP INTO TJI BLOCKING -3/4" PLYWOOD SIMPSON LTT20B TENSION TIE SEE DIAPHRAGM PLAN FOR 11 1/5" MICROLAM LVL BLKG. LOCATIONS - FILL ALL HOLES W/ SIMPSON N10 NAILS a i k VARIES I ` s ' SEE ARCH. 3/4 "4 RAMSET / REDHEAD DYNABOLT SLEEVE ANCHOR 6 1/4" LG. (2 1/2" MIN. EMBED.) - :; .' CATALOG NO. NN-3462 ( a 1, SEE GENERAL NOTE NO. 11 ON • i ` 9 o 0 o o 0 • , SHEET 50.1 FOR IMPORTANT -" (-- , INFORMATION. • , " X 11 /S" TJI / 35C \. 6 24" O.C. ` .•. 11 1/S" MICROLAM LVL BLOCK *5 BAR - CONT. - 4 11 T 1/ 5 0; m 1 T SIMPSON LTT20B • 11 1/5" MICROLAM LVL - CONT. DBL. TOP PLATE BEARING WALL 2 x 6 6 24" O.G. NOTES: 1.) SEE WALL SCHEDULE FOR TYPICAL C.M.U. WALL REBAR SIZE AND SPACING REQUIREMENTS. DETAIL AT SOUTH OFFICE ROOF 523 1 1/2" = 1' -0" ;c SI N 9 PRO/4 P GINZ4, / w 11,135 `;I < dir OREGON ''G PROJECT: JOHN DUNCAN BUILDING '' "q 4 Y 17 ' . • 6 ■irr� � ■O�I R. Nk ,,,,I■Iil Ngimi . JOB NO. 950110 DRN. BY SET DATE: 10 -9 -96 ■'lLISIMP%HJ MOIRES: 12-31-96 15T! CLIENT: JOHN DUNCAN — 1111111iiiiiMilinftligiii11111 A DDE N ®U M N ®e 4 and Construction Services Inc. Phone: (503) 620 -2086 I ® L 5 x 5 x 3/8" x 12" LONG W/ (2) 13/16" x 11/2" VERT. SLOTTED HOLES S" C.C. "5 BAR - CONT. — (2) SIMPSON CS16 COILED - SEE DIAPHRAGM PLAN 3/4 " 4' RAMSET / REDHEAD - FOR LOCATIONS • DYNABOLT SLEEVE ANCHOR -SEE DETAIL © FOR MORE 0 4' -0" O.C. ® INFO. SOL ID GROUT _ Z i : �� 3/4" PLYWOOD 10' -0" A.F.F. - -- _ MM � I ' '.. - - '•t 4 '5 BAR - CONT. 3/4 "m RAMSET / REDHEAD DYNABOLT SLEEVE ANCHOR a 4' -0" O.C. 1 Mb* — -SEE DETAIL Ak FOR MORE ® INFO. 11 1/8" TJI / 35C BLOCKING .0 4 O.C. 11 - 1/8" TJI / 35C JOISTS 0 24" O.C. 8" G.M.U. WALL 11 1/8" MICROLAM LVL - CONT. DBL. TOP PLATE BEARING WALL NOTES: 2 x 6 0 24" O.C. 1.) SEE WALL SCHEDULE FOR TYPICAL G.M.U. WALL REBAR SIZE AND SPACING REQUIREMENTS. 2 DETAIL AT WEST OFFICE FLOOR 52.2 1 1/2" = 1' -0" ` ,��Q,�.D PRO, F o GIN w 11,13./ ' j l F 41 OREGON / PROJECT: JOHN DUNCAN BUILDING v, 4 '' "•.' o� �iri �n� �i�� ��r FS R. N\ 1► 1■III'I•IIa311 ■1 JOB NO. 950110 DRN. BY: SET DATE: 10 -9 -96 ISMIO� AIII ' { EXPIRES: 12-31-96 1 m a 1 llEr se or CLIENT: JOHN DUNCAN and Construction Services Inc. ADDENDUM NO 5 Phone: (503) 620 -2086