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Plans (3) BUP201, 3 00165 r 1 1 0-4 0 Wg,JED 6 S�� �.1 2413 /• 'TY p�T1GC� z Cl 15t E""' a 8 g' 1L�iNCDN � N M as ru�q 5� 64PE OR F-- 7777771 EXP: 6/30/14 LL NEW HSS 4x4x7v', STRONGBACK ! ` z EA. SIDE OF OPENING, FULL HEIGHT OF CONCRETE PANEL. ' 2 EXISTING FOOTING, SEE DETAIL 8/55. FIELD VERIFY, TYP. r +�1 ————-� y� r— _....� � I �t*fJ 3 HAND gg r1 S5 �1 'e, � FOLt1ItD,4TION PLS! KEY: DENOTES EXISTING FOOTING (FIELD VERIFY) - -----J I L---- .- 1-1 i -- -- -- DENOTES NEW FOOTING. 1 SS 58 24"m xlfA'_0„ 1 II 5 „ S5 „ _... �.. ..,. ..— ..� ..._ ..... �.. _... .,r.. _... .�. ._._ ..— .�.._ ..� ..,I PIER 14� Ami 24 4, xi0 -0 24 m xl0 -0 24"0 x10'-0" 58 PIER SIM. PIER PIER NOTE; TESTING AGENCY TO VERIFY AN ALLOWABLE SOIL 24"m xI0'-0" p _ BEARING PRESSURE OF 2000 PSF FOR THE NEW o PIER 1 /�rQ INTERIOR FOOTINGS. --- - 11 31-011 I 1 cag BRACED gg { FRAME F<>0TlW.% SCHEDULE: 0 #at- BRACED BRACED FRAME FRAME LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMAWS .t `d (OPP. HAND) "L" "W" "D" IkEINi=ORCNGs REINFORCING iw Q x tl� ala + A, {>r + d` + �F�+ tK-F �{D+ (,d�) 4'-6" 4'-Ga" 1'-Q" (4) 05x4'-0" (4) 45x4'-0 CENTER UNDER COLUMN 24"* x10'-0" � �--� d Q 41;� PIER CONT. 2'-6" 1'-01' SEE DETAIL 5/55 SEE DETAIL 5/65 SEE DETAIL 5/S5 3'-0" 1'-0" (3) 45x5,-6" (6) 054,40" CENTER UNDER COLUMN l 24"� xt0'-0" 1 / 24"it AV-0" 1 24"# xlO'- � PIER PIER PIER AN A 24"4, x10'-0" � 22 _01. 3 _� 2 _0I! (41 "5x21'-�" '"5x3'-0" � 1'-2" LOCATE AS SHOWN ON PL # TOP 4 BOTTOM O/C, TOP 4 BOT. PIER i._.�. _... �.» L _.. _.. L ..... ..._ (4) $5xIII 05x3'-0„ 'm 1'-2„ 6 20,-0„ 3 -6,# 2 -0„ LOCATE AS SHOWN ON PLAN � i � TOP t BOTTOM O/C, TOP < BOT. L CONT, 1'-4” 0'-s” (2) 05xCONT. --- CENTER UNDER WALL A z 18"# x8'-0" PIES? 0 5"-0" O/C � STAIR BY OTHERS N. a. r «..wo-. arw. ..... ... ...... -r.. .. .r .. . wry ..... -..... err . . .. . . ....- ..... -r... .ter. . . . . -..- . ...�..i .rr .r-w rrir err. ... .rr .,.. w.-.. «..w- +... - wrr- ......, l © arc gy O L- Jim STAIR FOOTINGS: 1'-0"xi'- "xREG2'D_ •. f 1'-6" MINIMUM FROST DEPTH WITH CC 04 a 9" O/C EACH WAY. COORDINATE 0 i STAIR FOOTING LOCATION WITH STAIR STAIR FOOTINGS 2'-0"0 f-0 0 x I -�o Z MANUFACTURER. MINIMUM FROST DEPTH WITH Q (4) 04 VERT. AND 04 TIES O 'BO/C, 3" MINIMUM CLEARANCE ON ALL �� ') �— °`)( >�j �✓ r REINFORCING. ALlto�yf Tigard+ y T.M.W)R RIPPEY @0SUTIR ENGINERSII ' VVeI #ten7 2LRIGHTS FOUNDATION PLAN HESE DRANNGS ARE THE PRO PERTY OF TM RIPPEY CONSULTING ENGINEERS INC. �+ SCALE: 1/4"=1'-0" `--- , � 4 Date Idia AND ARE NOT TO BE USED OR REPRODUCED WRITTEN PERMISSION OF T.M. RIPPEY S2 IN ANY MANNER EXCEPTIMTH THE PROPER CONSULTING ENGINEERS INC. REVISIONDATE: 04-26-13 FILE NAME: DRAWN SC V IS C#C7E ua 2q Ides CHKBY:BY: 1 Sued PaAOjddV SHEET Approved puns shall be on job site. 52 OFFICE COPY OF 8 TM PROJECT No.: 1313 W a z a i� TYP U " . ci per.. rn g a a 1i" TYP. °i A a a o HSS COLUMN PER c PLAN ' fe rl/ax1Ox0'-10" W/ rH w (4) Ne",O x 51/g" MIN. EMBED SIMPSON TU 'STRONG BOLTS'. $ B AT SIM_ COND. Q� STND HOOK AT TOP �T LLQ I" NON-5HR1NK EXISTING SLAB GROUT EXISTING 3" PILASTER NEW GONG. FOOTING GLR EXISTING EXISTING 0 A CONC. SLAB GONG. WALL 3 EXISTING y J' 2 0, 21i ° a a I. ....Qa.. e PER PLAN �t %% o TT (FIELD VERIFY NEW CONC. GLR GONG, y F , W N ° e d.. EXISTING CONCRETE 2" GLR d - LOCATION) FOOTING PER SLAB a. d WALL (FIELD VERIFY a a a PLAN 31t GLR. < ", LOCATION) a 2" GLR. GLR a A NEW CONCRETE ad a '4• A d a ° .`' •, �" EXP' 6/30/14 TYP. ,_ d FOOTING PER EXISTING a°a ° 4, ° 3" GLR °" o ,.. . PLAN FOOTING a o a..d 311 GLR (FIELD • VERIFY) o a s ,t C ,Q 3p a ° _ . .d°a '. a 24"-P PIER: M , 6 GLR a a (S) 05 LONGITUDINAL 3"GLR • W/ '4 SPIRAL I" aed . a • iJ .4" z 4 DEPTH PITCH. 05 x S" MIN. EMBED DOWEL 49 1'-0" O/C d 4a 3"GLR • • ,G� AROUND EXISTING FOOTING PERIMETER r • INSTALL W! SIMPSON 'SET' ADHESIVE. (4) 'S, LAP 3'-0" SPECIAL INSPECTION PER ESR-1112. W/ BOTTOM REINF. 0 w SE TIDN_ 31" GLR 1 5 CTION 2 5fRACEID I=iR,41---1FOOTING 5FRACED FRXIE FOOTING 13130-SR-08 SCALE: 3/4" = V-0" 13130-SR-09 SCALE: 3/4" = I'-0" �� 13130-SR-10 SCALE: 3/4" = 1'-0" ` fl 2x6 STUD WALL PER PLAN F.T. 2x& SILL PLATE W/ 1/2"0 x 5" EMBED. GALV, A.B. AND 0.229x3xO'-3" EXISTING SLAB fE'. WASHER 0 4'-0" O/C TO REMAIN JI ryry%�j/JjJ ./ 1 -@ TOP OF PANEL 1/4" GAP PLATE q. (2) ANGLE CLIPS NEW �o" CONCRETE ' A7 TOP a ° WALL � `�. �'4 0 I'-0" OIC HSS STRONG BACK �'4 x 9" W/ 41/4" EMBED. VERTICAL, WITH HOOK PER PLAN AS SHOWN INTO FOOTING DOWELS i1 4'-0" O/C. 4 ! " INSTALL W/ SIMPSON 'SET' EQ. L 3x3x3/ax0'-3" W/ ADHESIVE. SPECIAL %",0 x 4'" EMBED SIMPSON INSPECTION PER ESR-1'1'12. 'STRONG-BOLTS' s 4'-0" O/C. 04 -1 I'-0" OIG ALTERNATE SIDES OF HSS. o (4) 04 HORIZONTAL LONGITUDINAL 1`-0" 2xh STUD WALL 611 N + EXISTING CONCRETE PER PLAN EDGE OPENING NEW � 4'-0" WALL AND FOOTING 1�" d 4 d P.T. 2xh SILL PLATE 1'-0" 1 W/ 1/2"0 x 23/4" EMBED. REMOVE EXISTING SIMPSON 'STRONG-BOLTS' 1 " O 11 3" GLR a FOOTING FLUSH EXISTING 0 4'-0" O/C 2 _0 a WITH FACE OF SLAB 11 EXISTING WALL (2) ANGLE CLIPS 1 -O d" AT BOTTOM EXISTING CONC. PER FLOOR SLAB z o PLAN • 'd" O O O LL (1) 04 LONG. a d S"0 PIER I 3" 1/ " CA ATE 5 6) 'S LONGITUDINAL 4 P PLATE ir IN KEY W/ 03 SPIRAL 6" 44 'U GLR' NEW CONCRETE d- DEPTH PITCH 31, SLR FOOTING PER CONSULTING ENGINEERS INC. 2 -6 PLAN � / 2013. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF '' II ( ��', /^ (/ ra ^� /''� /','�$ /� �/` TM RIPPEY CONSULTING ENGINEERS INC. re'>N%� ©lit D T t N � eECTICN J T RON�...i E5,A C 1\ ELEVATION AND ARE NOT TO BE USED OR THE PROPER IN ANY MANNER EXCEPT WITH THE PROPER 13130-SR-23 SCALE: 3/4" = 1'-0" Cjj 13130-sR-24 SCALE: 3/4" = 1'-0" J 13130-SR-25 SCALE: 3i4" a I'-Q>" CONSULTING ENGINEERS INCWRITTEN PERMISSION OF . RIPPEY DATE: 04-26-13 FILE NAME: DRAWN BY:JSC CHK'D BY: RPW SHEET OF 8 TMR PROJECT No.: 13130 EA. W '/4 SIDE � O WORK POINT 2 IE '/4x1x0'-113/4" EA. SIDE L 3x3x'/2x0'-6"T C7 i`-i OF GL BEAM Wt (3) 3/4"4' 4 1 M.B. IN I" LONG VERT. 'e�1 �t 3 DPP. ! ___ gg I SNORT-SLOTTED #-#DEEB iitt STUDS 4'-0"AER W1 O G, 1/$MAX. GOtlDNEERS�NK �++ I, T-� SS HANLD D 88 _ SS „ �..f Z WORK POINT 1/ O S ! ! h ` it to t jtt o _ �'._. .___ _ _ _ .. ._i-" {I o 3t1 0may � �i 1 � O ^ en W 12x22 �' s FE'. 3/sX4x0'-9" WI (3) / t WORK POINT 3/4„4' A325-N BOLTS 5/ W 1$x40 „ GUSSET tE 8 x AS SHOWN, a ° .. WF BEAM / ; _ -' • 3 O/C BEAM CENTER ON SEAM AND c° H w PER PLAN WF BEAM ', t ,r �- 1 WF BEAM -- — ` ( PER PLAN PER PLAN itt ON COLUMN ` it R TURA GL BEAM 4 i I PER PLAN .r •r •r -r 5 i " itr // WF BEAM� � lE /ax3x0 -5/4 I �?, � 't \,`�`SS tt 4 \ to I I „ / PER PLAN PE c17 cQ ch ORE Ar cn ! SIDE 144 WF BEAM PER PLAN O ; // --- - - r p W r. 5>4s � 5/8 x61/2x0'-l�iZ„ Wt iri1 i / \�� // \ „ i EXP: 6/30/14 (2) 3/4„4' A325-N BOLTS, 1 1 31/2„ GAGE, FULLY I I 1�4 TIGHTENED 1 �' `� t., i '� ( i 1 lift It I ! I bit 1/4 I I 1/4 !' 1 1 HSS BRACE PER g HSS COLUMN PER PLAN ? 3'sx3�/2x0'-r ELEVATION, i/S$ WORK POINT ----- `-r- WORK POINT 1 I FRACED FfPAt-1E ELEVATION 2 5I�AGED F�'.>d1ME ELEVATION 3 5RACI=D F�'.,�I-I'I.= CONNECTION �-1 - �' 13130-SR-13 Lu SCALE: '/2't I,-Oe, S 13130-sR-16 SCALE: 1/2" - 1'-0" �" 8 13130-sR-14 SCALE: 11/2" = 1'-0" ( � I # 1/4 I i ! 1 I # HSS COLUMN GYP-CRETE TOPPING 1 i PER PLAN BEAM TO SEAM CONNECTION \ 1/4 + i PER PLAN V PLYWOOD SHEATHING PER DETAIL '3/S8 �\\� �� # 1 I IE '/2x4'/2x0'-6" PER PLAN 4x NAILER PER DETAIL 3/S$ �� \`4.S� `tet' �n ]ill I I I I WORK POINT \ lit - ... 311 HSS BRACE /�/ ` , I vir- PER ELEVATION / / I p lilt _ II II 6 / H► i 3 tE 3/sx6CtxO'-10t' W/ STIFFENER R GUSSET fE 6/ax AS SHOWN. IE /4xilxl -4 d I I It WF BEAM CENTER ON BEAM AND 5�6 4 z 2 4xREQ D — — ON HSS COLUMN. HSS COLUMN (4) 3/ "dt A32LTS itt i,t 1/ 3/ BOLTS AT EA. BEAM ii , tt a PER PLAN II II 3 -6 • I I • i I • i" NON-SHRINK � 11 I i tt I i Q GROUT i j" i I I lilt Q 11 I { I Sr` 5/`6 4i n 1 1 i 5 I I I k EQ. { 1 tt k� // PER FA a>`I EAMd "i I I 11 a CONCRETE tt 1 " !I 11 WF BEAM { / I" NON-SHRINK d FOOTING i 3 , PER PLAN i < *� IE /4x1Ix0 -ii I E I I# © 3„ I I 1/4 2-$ / GROUT I I ,...w--t"t" 4 PER PLAN I iE 5isxhl/ix0'-II" Wt (4) / / (41 Sia„4, X 1'-6” EMBED'....-"~" ....1 I I # Q 03 TIES 0 6" O/C, itt i i I if Ott - I 5�s A3ro RODS • 8" O/G -E I I I a II #� (3) TIES, MIN_ 3/4"0 A325-N BOLTS, �-.. �►. Q I I d I I a (I I I EQ. 31/2" GAGE, FULLY I 1 / `tt d3 TIES 6" O/C, v a TIGHTENED 4I I /4 11 I# I fE 3/sx3xO'-3" AT (3) MIN. ( 1#- 11 ° (4) 3/4„4, x 1'-fa” #I ## �► i itt i" EA. ROD -- -+. Q `t3'/� (•� 6,t �'� ,� a a { EMBED A3�o 3/I6 I 14 • •. a RODS all OIG I I 1/4 I # HSS COLUMN 1 I HSS BRACE 4 Q 3 '_ " WF BEAM lilt 1 It 1 (3) SIDES PER PLAN 1 S 1/2x4'r2x0'-fQ" iE 3jax2xREQ'D PER ELEVATION a a d v ATEA ROD PER PLAN 1 /4 " 2/S$ a I 1 DO NOT WELD 24"0 PIER: s� I 'K' AREA v 1 I ($) *5 LONGITUDINAL CONC. FOOTING PER PLAN I TRACED FRAME DETAIL WDESPIRALTH. v 24"4t PIER: 1 I IE /3x1/ixl -1 W/ 4 5 1 1110," a (8) 05 LONGITUDINAL ! i (4) 4 A325-N 13130-SR-17 SCALE: i„ _ !'-0" ] 101 v '0 HSS COLUMN I I BOLTS, 31/2" GAGE, W/ 4 SPIRAL 'i" --� Q DEPTH PITCH. PER PLAN I I FULLY TIGHTENED i ! 5 FOOTING G 5ECTiON AT I�RACED FI2,�-�tl"'IE � FOOTING &ECTIOl`Jrl"""N &EC`�IOi�I � 13130-SR-19 SCALE: 11/2" = 1'-0" j 13130-SR-07 SCALE: 3/411 = 1'-0" ,�Jj 13130-SR-18 SCALE: 11/ " a i'- " G7 2 LE 2 0 WF FRAME BEAM PER PLAN WF BEAM PER PLAN. ii,t COPE TOP 4 BOTTOM FLANGE AS REQ'D. 3" O tn <E 3/sx4x0'-9" W/ 3„ (3) 3/4"0 A325-N BOLTS lilt IE 5/SX+ro1/2X0'-$1�2" 2013.RIPPEY ALL RIGHTS RESERVEb CGNSULiiNG ENGINEERS INC. W/ (3) 3/4"0 A325-N THESE DRAWINGS ARE THE PROPERTY OF I TM RIPPEY CONSULTING ENGINEERS INC. BOLTS, 31/2" GAGE, ( AND ARE NOT TO BE USED OR REPRMCED IN ANY MANNER EXCEPT WITH THE PROPER FULLY TIGHTENED I WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 04-26-13 1 R i lilt 3� I 1 FILE AME: L 3x3x'/4x0'-3" I I I DRAWN BY:JSC 1 I CHK'D Y: RPW HSS FRAME COLUMN I 1 ,�, SHEET PER PLAN 1 1 I I WF FfRAME 5EAM 8 TO WF 5EAM CONN. GJ 13130-SR-15 SCALE: 11/2" = 1'-0" OF 8 TMR PROJECT No.: 13130