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E. 19ect room 33( linimmilimilml ihmoir‘ pper Ive--i *. 4......... , rripisfe4e- beAvoowl , , tiiMilM10"70. 41.011b L ( r x , . ,. . KoIAaa 1OOc- p 1 .... J • how at G[A,-f- Yo v-E rc -1---H-mss ( lv- l d) 1Iii • C� 1 jai5fs = z. ii IA l ,, \ //7/. Com► i t r Y O t�'1 , { / _ Yii, ill i vc n : 1: 0-. ' 7; '4' , 7 . . c.a.\ • n t i/ii. . .... I Gam\ ,7 ` �r�� ! / • } �F j L YP . ` + , �' I�u� � t f . \ i LI 1 j___ ; t ----, I ,.... s ''''.• 5+- - j 176311 1":"..(„„),,P1' . t t j j ' ` j , j . Roof plan A , ,kb , ..„„,„„.,„,„,.......,,.. w C y N► 1 ; 3 o K1 i 4--i, ,,,,, Asprisom 14 goo I. ."' YobVM burn Vt- j t Lose+ 1 1 \t„ , k is ip • ,� i ora.( l : t'1\1 14 don feArrYNcAC , I I,,,,n, , 1 i , v a,�t , w�+CA ce► L i ► E j • 1 . v a tivi. 4-e.... creA I 1 119 1 1 1 l i i 1 , PP* 4 E. x i } k x yw I t1 I I s M +10 ov-- 1 a GENERAL NOTES: • CONTRACTOR TO VERIFY ALL •miiii.iii.iii.i.i.ii.iiii•ii•••••••mi•....mm••m.••••••...•m.m...._______ NEW POSTS to EXISTING STRUCTURES AND �� -"" - -- NEW 3'-6"xCO CONT. FOOTING - -- _.__ -- FOUNDATION FOR DIMENSIONS. NOTIFY ENGINEER BETWEEN COLUMN FOOTINGS NEW 15/32" PLYWOOD SHEAR NEW BEAM ABOVE. W/(4)#4 CONT. BAR TOP AND WALL WITH 10D COMMON NAILS OF ANY DISCREPANCIES +,/_ " CONTRACTOR'TO BOTTOM AND#4 @ 16" O.0 0 AT 4"O.C. AT PANEL EDGES AND BEFORE START OF WORK. VERIFY TRANSVERSE. EPDXY BAR 6" S3.0 12" O.C. FIELD. BLOCK ALL FOUNDATION. ' PANEL EDGES. • CONTRACTOR TO CONTACT INTO EXISTING FOOTING WITH — — — _ SIMPSON SET-XP EPDXY + 3®2 I ENGINEER TO VERIFY � - ---=: _ _ CONDITIONSINEER PRIOR TO WALL } _ . __ ,, u M AND FLOOR CLOSURE w +/- 16'_6" a 1 +,_ 12'-9 3/4" ''.‘ ALL CONNECTORS, STRAPS AND '` • � ADD 6x6 POST UNDER � �� ANCHORS TO BE SIMPSON -�00' r —�`T— , EXISTING BEAM AT �—� T _ ANCHORS TIE. I BUILT UP POST + I LOCATIONS FROM I SIMPSON DTT2Z HOLDDOWN w/ STRON ALL NAILS TO BE COMMON WIRE I FLOOR ABOVE. (2) I I o, SIMPSON SET XP 1/2" DIA. DOUBLE • I EPDXY ANCHOR (6" EMBED)AT STUD AT • SIMPSON LPC6Z AND LSTA EPDXY TO BE SIMPSON I I COLUMNS AND DOUBLE STUD L —— — — __I (2)A35 TO BEAM. (2) I I LOCATION STRONGTIE SET-XP EPDXY. SIMPSON RPBZ TO — - --— CONTRACTOR TO VERIFY FOUNDATION. LOCATION AND DIMENSIONS OF FROM FLOOR • ALL LUMBER TO BE KILN DRIED 3i-�" ABOVE DFL#2 U.N.O. NEW 3'-9"x3'-9"X12" EXISTING FOOTINGS • CONCRETE TO BE Ft = 3000 PSI BAFORS OTING EACI-I/ RECEIVED WAY AT • CONCRETE REINFORCEMENT TO EACH NEW POST BE ASTM GR. 60. RD • NOT ALL EXISTING FRAMING SEP 1 8 201 SHOWN FOR CLARITY. ( TI :� BUILDING DIVISION C1 FOUNDATION PLAN SKETCH S1.0 SCALE: 1/4"= 1'-0" NORTH ,,tcLUCTU4 4 S �tiD PROF i' 112.2 ©AAI ENGINEERING it 7 ( 1J /`� ::7D::1::T:R:: IEET TITLEWILMINGTON HOUSE REMODEL DATE: 09/12/MCR�T19ERRY OF AAI ENGINEERING afghan assoc.a1:2S,Inc.IIIcDRAWN: MCR d Q AND ARE NOT TO BE USED ORal FOUNDATION �Q R ,,,, C$‘' AND AREPRODUCED WITH IINHE ANY MANNER, ENGINEERING 12905 SW WILMINGTON LANE PLAN SKETCH CHECKED: HRA WRITTEN PERMISSION OF AAI 4875 SW Griffith Drive[Suite 300 Beaverton,ORI 97005 TIGARD, OREGON 97224FILE: 201A17166 S 1 O I ENGINEERING 503 620 3030 tel I 503.620.5539 fax I www.aaieng.com N ■ EXPIRES: 12/31/17 1JOB NUMBER: A17166 1 OF 4 ��EXISTING--- 3-1/2 X 9-1/4 MICROLAM LVL 2.0E BEAM. BEAM KITCHEN TO NEW POST WITH (2) SIMPSON ACE 4 . TOENAIL POST BASE TO SHEATHING. SHORE .. FLOOR DURING BEAM INSTALLATION. +/-4'-0" (1)4X4 POgi ADJACENT TO EXISTING 15/32" PLYWOOD SHEAR WALL f— +/-3'-6" \:: POST. CONNECT TO EXISTING POST W/ WITH 10D COMMON NAILS AT 4" SIMPSON SDS25600 SCREWS @12" O.C. O.C.SM) AT PANEL EDGES AND 12" o ADD 4X4 SQUASH BLOCKING BELOW I. O.C. FIELD. BLOCK ALL PANEL 179 FLOOR SHEATHING TO SUPPORT BELOW. EDGES. EXTEND SHEAR WALL + POST TO FOUNDATION PER S1.0. TO ROOF JOISTS. EXISTING BUILT +/- 11' +/- 3'-0" „ �� UP POST _........ _._ _ •I, +/-9'-0 3/4" +/-9'-2 1/4" 2'-0" 2'-0" � r (3) ROWS (3) ROWS 16d @2" O.C. 16d @2" O.C. (2) ROWS 16d @ 3" O.C. (2)1-3/4 X11-1/4 MICROLAM LVL SIMPSON MST37 STRAP AT k x k k 2.0E EA. SIDE OF EXISTING 4X12. DOUBLE HOLDDOWN STUD TO - =_ SISTER EACH PLY OF LVL W/ 16d WALL BELOW . SISTER DOUBLE ° COMMON NAILS PER PLAN. STUDS W/ 10D COMMON NAIL @ STAGGER ROWS. 3" O.C.( (2) ROWS STAGGERED). +/-5'-0" +/-6'-5" +/-4'-11" LVL TO NEW POST WITH SIMPSON ACE 4 . TOENAIL POST BASE TO SHEATHING. (1)4X4 EACH SIDE OF EXISTING REMOVE EXISTING 4X4 POST. CONNECT TO EXISTING POST AFTER NEW BEAMS POST W/SIMPSON SDS25600 AND POSTS ARE FULLY SCREWS @12" O.C. ADD 4X4 INSTALLED SQUASH BLOCKING BELOW FLOOR SHEATHING TO EXISTING 4X4 POST SUPPORT BELOW. POST TO TO REMAIN AT EA. FOUNDATION PER S1.0. END '14N 1 MAIN FLOOR FRAMING PLAN SKETCH S2.0 SCALE: 1/4" = 1'-0" NORTH �� RA 4 ,`/c, PROF • #6'1 NF4` 4.9 i, 14' 11,2,2 DATE: 09/12/2017 �'' @AAI ENGINEERING SHEET TITLE 2017, ALL RIGHTS RESERVED W I L M I N G T N HOUSE' ! AAI afghan associates,inc. 0 0 0 S E REM 0 D E L DRAWN: MCR r OR;.i THESE DRAWINGS ARE THE MAIN FLOOR v(� NO PROPERTY t1 PROPERTY OF AAI ENGINEERING FRAMING CHECKED: HRA y1, �j' 17, 19 . AND ARE NOT TO BE USED ORREPRODUCED 12905 SW WILMINGTON LANE ��� FG� EXCEPT WITH ITHE PRIOR MANNER, ENGINEERING FILE: 101A17166 S2 • 0 P► WRITTEN PERMISSION OF AAI 4875 SW Griffith Drive I Suite 300 I Beaverton,OR 197005 TIGARD, OREGON 97224 PLAN SKETCH ENGINEERING 503.620.3030 tel 1503.620.5539 fax www.aaieng.com JOB NUMBER: EXPIRES: 12/31/17 A17166 2 OF 4 a EDGE NAILING PER PLAN ' CONTRACTOR TO CONFIRM `\ �`� JOIST CONDITION. ADD SQUASH BLOCKING AT HOLDDOWN STUDS AND FULL DEPTH BLOCKING BETWEEN JOISTS IF JOISTS RUN 4 0 40 r t r A OVER BEAM 14 WI't. NAIL TOP AND BOTTOM PLATE TO BEAM WITH 16d COMMON NAILS AT 4" O.C. PLYWOOD SHEAR WALL PER PLAN EXISTING SLAB ON GRADE 3" *r • a s I w s . • 4 d •°` 4 5/8" DIA. x8" J-BOLT @ • ° a 4 ° . c _ 36" ON CENTER . ° S d v . Zr) ° NEW FOOTING PER PLAN 1 FRAMING DETAIL AT SHEARWALL AND EXISTING BEAM 53.E SCALE: SCALE : 1"= 1' ��0)0TURq< .49 PROF w' 4' 11,2.2 4' f • V ©AAI ENGINEERING SHEET TITLE DATE: 09/12/2017 1 20,7, ALL RIGHTS RESERVED WILMINGTON HOUSE REMODEL ,;r ' jl1 A �. I DRAWN: MCR `'r, v OR:•� THESE DRAWINGS ARE THE afghan associates,inc. FRAMING PROPERTY OF AAI ENGINEERING DETAILS CHECKED: HRA y.Q Glj' y�� 19� Q= AND ARE NOT TO BE USED OR 12905 SIN WILMINGTON LANE�� FGA EXCEPTREPROWITH UCED ITHE PRIORN ANY NNER, ENGINEERING 3 . 0 R. P � TIGARD, OREGON 97224 FILE: 301A17166 WRITTEN PERMISSION OF AAI 4875 SW Griffith Drive Suite 300 Beaverton,OR 97005 ENGINEERING 503 620 3030 tel 1503 620.5539 fax www.aaieng.com JOB NUMBER: EXPIRES: 12/31/17 A17166 3 OF 4