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Plans i LLJW r, , l ' I- V z I— is W WR? (� HYDRANT FLOW TEST @ SW 69th AVE & SW FRANKLIN ST, 114 1---- i DATE OF TEST 7/98 r INFORMATION FROM • `.�, WATER TUALATIN DISTRICT VALLEY ,►� ( `� ■■ ,-- 1IY - z \ / N 4i3— T yam- — - —r WA T WAT w A T ' s . w. 69TH 3"W 0 AVE\ UE NTS R `` 3 � 3"W R, . 3 W Y • R 11111111111111■■■■L`i■■■■■■■■■■■■■■■■1■■■■■■ 1 1 qr ■■■■■■■■■■■■■■■■■■■■t► W ■•' 1■■■■■■■■■■■■■■■■■■■■■■■III■ ■■■■■■■■■■■■■■■■■■■■■■■■■6TH 1■ME �� ■■■■■■1■■'�ni■■7■■■1■■■■ +.•., ■■■■■■■I1■■■■■■■■■■ ■■■■■44•#* , F.,.. I -...40, L_L_sj, 4■■-'‘ „,„,,,.r. • Ij —BACKFLOVDEVICE ■ FI-1 -- -- I I ,I i il — ....._ _ — FIRE WATER LINE ' i ' -.2i I ., BUILDING i � I _ BUILDING B i ° • ■ .,, . i / ////J i T 1--- UBED 5' FROM BUILDING I { I f . , i I _ I — , Ai -- . 1 p__T- I i — _,. . !I i I i I I 1 I ' I I I ; � —� I I 1 1 o il4i I 1 1 i I I ! � _ i I f I i I ! i 1 I ! 1 =III U). -_ 1 I— M 4 I — — 1 1 LLI W ' I- 1 I i V I 1 I p 0 g V J H 0 o o ° ° ° 0 0 ' o o € Z 7 I ._ < ► Z • __I { I— •.. L U _ } ���"�`�` I 1 i I J ji, > , / , Li , -I I 6., i'" I W I ....__.. , J I- ! S . W. 76TH AVE \ UE <t - ., -- o ..,._ ..,. 1 1 , • (f) - ,_ cn ,___ ... _, , . :.. k.. _-_• .. , .. ,., „, , -,,,, , . ,, k' ,,,,, ..- .:4 ,.. ,... •-. A I ,, „, ., :, p.., ,, y}' i ; FOOTING T �/ TILT PANEL 4 � c�' —.7i\--- a FLANGE 1 4" CONCRETE FLOOR SLAB - i/- GRADE n. FLANGE _ 431,..11111allialffiffillffil • 0-'..°4.,°. 1111-111-1 I 1 11 1 11 1 11 1 11 1 11 I!I I—i I I—i I I— �?g , I-I I I-)I(-I 11 III—III—III— SLEEVE WITH CAULKING i --I -� .„ 'V 1- y t Lt}`��-� '� 4. .e a. SPIGOT PIECE -�.... :rt 440 6" X 3-6 - _1 (CLASS 50 DUCTILE IRON) ° K• 4 ,� N . . 1 6-INCH DUCTILE IRON +/- 5'-O" 3,_C» 0,-6„ o .,A , __---- _..__ �. •- _- C'-6" 3'-O" +/- 5'-O" >.%� d.,....,._ R..,•r, t RETAINER —0.- r-----_ -�"' - _.._- i,.,,_, . .m_ ., • . S , ii ,,, : - 6-INCH DUCTILE IRON MECHANICAL JOINT 90 DEGREE MIN. DEPTH OF BURY = 30" ,r; GENERAL NOTES STANDARD SYMBOLS . OH STANDARD SYMBOLS . UG SYM. TYPE MFG./MODEL TEMP. SIZE FINISH CANOPY FINISH QTY. REV, ND. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA ;. f a ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 0 — ALARM VALVE — POST INDICATOR 1. CITY OG TIGARD OCCUPANCY: LIGHT HAZARD F 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY 1 4; F y. � (1-6) WHICH ARE END TO END Q — DRY PIPE VALVE NON—RISING STEM GATE '. DENSITY: < 4 r T — 2 OWNER /ARCHITECT ARCHITECT 0 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA — FLOW SWITCH IIIIIIIII 500 BUILDING C %�,> t k 3. REMOTE AREA: f' PAMPHLET NO 13 u -0- — FIRE HYDRANT W/PUMPER ��`� , �p — WATER MOTOR GONG O �^ r , 7 .�1li �� 4 INSIDE HOSE: „.,;•,,.:�,: �,.-<,•>,,,� ..,t .: yyY ,,y�.> ,> 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA --‹— — FIRE DEPT. CONNECTION �� � - 12447 S 69th e,� PAMPHLET NO 13 V — ::::: DOUBLE CHECK VALVE ASSEMBLY N❑R T H 5. O UTS f D E HOSE: 10 0 f 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 nmill.III Iii h i �� I ' 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE — CHECK VALVE JJP' WATER SUPPLY x 7 r”•WITH NFPA PAMPHLET NO 13h — GROOVED COUPLING DESIGN BASED ON: — NEW UNDERGROUND STATIC: 95 .. si r4�Y. rj. r,..� : TITLE SITE PLAN 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING ra N.F.P.A 13 1996 RESIDUAL: 74 DATE 09-14-99 SCALE 1"= 40' SHEET FP1 OF 6 IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM L� — EARTHQUAKE BRACE _ _ — EXIST UNDERGROUND F'I FIRE PROTECTION C O N T R A C T O R S • _ FLOW: 1 154 = CONT. 99-9813 DRWN. S.M. SYSTEM WET 14795 S.W. 72nd. PORTLAND, OR 97224 (503) 620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS CI — HYDRAULIC REFERENCE POINT — PUBLIC WATER LINE THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE 111111111i - LOCATION: SW 69th & SW FRANKLIN -0. I(BUILDING SIDE) i r 2x6 CRIPPLE SUPPORT (TYP.) 5/8" P.T. PLYWOOD (TYP.) • ` = r1 .' •1- � 1 r 1 r r , 1 r 1 1 .f 1 1 � T — ALL.. — ��,y��,._Sma(\ I.) 'I p io \ II j\ d. " • ,/ AP I .A. .a. _,4)1/_::: 11 «, J, _ y.., f� \ 1•' 11 -IRES' 12/31/00 2 x 6 AT 16" O.C. SIMP. A35 AT EACH 2 x 6 AT 16" O.C. SIMP. A35 AT EACH W/ SIMPSON LUP24 CORNER W/ (4) N8 W/ SIMPSON LUP24 CORNER W/ (4) N8 AT EACH END AT EACH LEG (TYP,) AT EACH END AT EACH LEG (TYP.) „ .- l a us_ 2x6 BTWN RAIL 5'-4" KOBE USED WITH STAIRS. 4 O — _ SUPPORT (TYP.) 5'-4" LANDING CAN ONLY r r 4'-0" r 3'-0" 41-0" r 4'-0" Y r r 4'-0" r 4'-0" r 4'-0" 4'-0" 4'-0" 4-0" r SINr. A35 AT EACH SINP. A35 AT EACH STAIR j' CORNER W/ (4) N8 CORNER W/ (4) N8 151-0" 12'-0" NOMINAL r 12'-0" NOMINAL r 4'-0" NOMINAL r AT EACH LEG (TYP.) `P AT EACH LEG (TYP.) LANDING I j RAMP COMPONENT RAMP COMPONENT RAMP COMPONENT ZP i, 2 x 6 AT 16" O.C. �I 2 x 6 AT 16" O.C. REUSE OF DOCUMENTS W/ SINPSON LUP24 W/ SIMPSON LUP24 © TYP. LANDING FRAMING AND LESIONS NCORPORATED AS AT EACH END AT EACH END 3/B" • 1' 0" 24" AT (1) SIDE IF BOTH HEREIN IS THE PROPERTY OF RAILS ARE FREE MODERN BUILDING s sTEMS. INC. AND IS NOT TO BE USED. IN FREE- STANDING WHOLE OR IN PART. FOR ANY OTHER USE OR PROJECT WITH ailar-M 12 OUT WRITTEN AUTHORIZATION. (9 TYP. LANDING FRAMING TYP. RAMP COMPONENT FRAMING _ _ 11 MAX 2x6 CONTIN. 5/8" P.T. PLYWOOD 24 —*— _ 2x4 CONTIN. W/ 6d SCREWSHINK (TYP.) 1/4" • 1'-0" 1/4' • 1-0" �- _ NAIL AT 6" 0/C `—— .._______Ai i (TYP.) /12" RETURN TO \ -'� - - �11 — _ Z 0 WALL SEE TO —fir I ___ § p - ___ 1�� ��� _ - - 6)-12d s 2x6 TO ��// ��� 1 1/2" DIA. WOOD HANDRAIL - - - -- 6 Ill—�� n `•t W/ BRACKETS TO WALL (TYP.) ,• • - .. . _, _ II—�--�--.— ;".' ,,, I _..__--___---- - � TYPICAL NOTES �-'` .", --------�_ _ RIM END OF I�II .I. - _ _- -- _ RAMP I-'1' 0" r 1. ALL 2x MATERIAL TO BE PRESSURE TREATED WOOD �'�"* UI RETURN '-12d GALV. 12d GALV. --"---NJ R : > XQ Q iv 2. ALL 12d NAILS TO BE GALVANIZED AT 12" 0/C AT 12" 0/C N 'rl AND SCREWSHAN( 2x6 TO RIM 2x6 TO RIM EMBED RAIL —I p G _�• 3. ALL SI-EATHING TO BE PRESSURE 12) 2x8x16" ON IN FILLED HOLE V ' TREATED GRADE -(TYP.) U BUILD UP CONC. APRON g 4. USE INDOOR/ OUTDOOR CARPET AT EXTENSION FOR SMOOTH - ,_I . F r 11' (MN") I, RAMP AND LANDING RAMP, LANDING & STAIR ELEVATION TRANSITION, MAX SLOPE 1:20 - — — N. 7 w d z 3/8" • 1'-0" r (J S? 'c� W Obi J N � c-0 - -- S READ 2' 0" 1, limn 8 3' 6" ' A BUILDING MIN. r END OF OCT-21-1999 15144 TTSD BUS/FAC.MGR.OFFICE 503 431 4020 P.03,03 • Cj OPTIONAL HANDRAIL AT BUILDING 2'-N" 6 (FROM LATCH (MIN.) BLDG I I a 7 1 Ib t _ FOR STAIRWAY) 3/4" - 1'-0" SIDE LEVEL SUFACE) l arse-- — ria MIN. r r MIN. 1' 11" RETURN RAMP DOWN END OF '� i I I SEE \ '-0" V' 1111 '-0" 1 0 1 1:12 MAX HANDRAIL RAMP— 1-0"LEv L LE LAMING LEVEL �� \ / �r��ll�� ® (MIN) 7 t I 4:11 _,��,-��r ��rl 1 ' RT. SUPPORT - 1'-0" u U G LEVEL z L l / j 3 �. f - - / C i�`� BJIIA@R 1 Mitt Y 11" 1.-0"1'-0" z 1 �°� C`+ r LEVEL r z 1 1 1 I•. 2.4 ' I NI el RAMP R STAIR AGAINST BUILDING; 012 , i umDMG. 4iip(RAH) & STAIR OPTION) 1/4f • 11-0" RAMP, LANDING & STAIR REF. PLAN ki C . QN LANDING — " 1 1/4" • 1'-0" / •RAND ISM--us( ) 2 RAMP HANDRAIL AT BUILDING ��! i O i I 3/4" • 1' 0" 61-0" LANDING 1k le 13 1 1 1/2" DIA. WOOD HAND RAIL (TUNG OIL) r BUILDING WALL ON TOP OF 2x6 \ 41-0" RAM' OR 2x6 SUPPORT I BULL r NG IV I", 0 -N. 1 1/2" DIA, WOOD © = J 1 0 r k EDGE OF BUILDING EDGE I BO CT I N 1 I HANDRAIL ON ! c �` 4'-0" � � BUILDING 1 1/2" , TOP OF 2x6 BEVEL (4) 12d's STRINGER 1 I RAMP BEYOND HANDRADIL WOOD 1 1 TO 2 x 6 45 DEG. MITER ? a �- I, --�- (Tl1NIG OIL) 2x6 CONT. W/• W/ FINISH SCREW (6) 12d's TO EA. �,I i AND GLUE WRAP CARPET ` R '� VERT. SUPPORT ��� S� N 1 DOWN BEHIND \NN.N.NN x r N M —STD. BRACKET �� I —2x6 VERT. N iv) 2x2 WOOD 1" NOSING I AT 4'-0" 0/C 1 1/2" DIA. WOODRAIL NOSING AT 1 z I <---2x6 VERT. z i WI 81-12d's 1 / li LAMING 11" — F —(6) 12d's AT EA. f TO 2x6 RIM I 4,43 t. v TYP. HANDRAIL RETURN y CL EAN \ JOIST TO BLDG. �;, — (SEE PLAN FOR ? ' ' ' * 5.19 w \ ¢ �+ y N AT LAMING 2x4 CONT. W/ iv LOCATIONS) ) , 1-1/2" • 1'-0" iv in iv in (4) 12d's TO EA. i.l in \ J ( 'I (2) 2x6 TREADS 2x6 RAMP i 5/8" P.T. VERT. SUPPORT T' ��� t i' t Jr EA. W/ (2) 12d TO RIM I PLYWOOD `P [' I ��_.r SUPPORT EA. END RIM 3� ,✓, '``. WRAP TREAD W/ W� Aar .. 'i 5/8" P.T. PLYWD l ,.� CARPET OR USE 1111 ` \ •• 6�P �I�� • I'� / I.-)� W/ (4)-12d's TO _����. .� NON-SKID PAINT ; 2x6 CONT. �'•5/8" P,T. i v I 7P 2 x 12 AT � l'''' + + FILL 'y 2x6 AT 16" O.C. '+ —2x6 FILL BTWN PLYWOOD = ' N EACH EM (61-12d's S::: VERT. SUPPORTS � ! =1=-1 '* TO 2 x 6 AT LUP 24 Wl 12d's AT 12" 1 2x6 FILL AT EACH END ( 54 ' TO 2x12 I _1/4.,:y21 1 " BTWN POSTS 2x6 CRIPPLE g RIM TOACONT.. 2x6 j I �—1/2 P.T. ._UEza S�� 1*: RISER DBL. 2x6 CRIPPLE AT 4'-0" O.G. 2x12 STAIR -CUT N. 1— I �P STRINGER AT CTR I . - 2x4 CLEAT W/ AT 4' 0" O.C. AT N ��. ►= ) (4)-12d's (TYP.) i EXISTING GRADE ¢ RAMP EXISTING I • FILL AS REQ'D I I I I (2) 2x8x16" (TYP.) e-, —(2) 12d (TYP.) I ` WO GRADE I 2x12 STRINGER j- JJ I'r .. ►.r . �P LANMMPJ� & -TAM R F. PLAN _— 2x4 BLOCK- EMBED RAIL L J L J SUPPORT 10" +/- EXISTING GRADE 1rc' • r0 LET IN 2x4 IN FILLED HOLE ---- - __ INTERMEDIATE STRINGER 12 TYP. STAIR SECTION SECTION AT PROJECTED RAMP TYP. SECTION 5 1 U 3/4" - 1'-0' (4'-0" WIDE) 3/4" • 1'-0" F, © (BUILDING HANDRAIL) 3/4" • l'-0" 9 3/4" • 1'-0" OF , ay PROJECT NO: Qq , . . r......._.. _ : _ _ (......,._,....„,,, ,N ER /e o o . Ip 27, 8„a r. ri l 13'-10" 1 , 1 " a: I ;� 4 x 6 POST 3- 0 sF` .16,�t6 �4, ll�) III �J 6'-11" 6'-11" 6'-11" 6'-11" -p,S 1/2" T1-11 W/ 6d - - - -1 1/2" T1-11 W/ 6d / , i AT 4' & 8" O.C. ' - - ` _ i " EX' RES: 12/31/00 LINE OF FULL-HEIGHT AT 4 & 8 O.C. < 4 x 6 POST r< CMU PIER - SEE PLAN x 2 x 4 BACKING AT z zp 2 x 4 BACKING AT P.T. 2 x 8x16" CAP z �, SIDING JOINTS ' P.T. 2 x 8 x16" CAP xr , SIDING JOINTS xN I I • _-1 zip iffik .1 < 8" x 8„ x 1 r C 10. C 0 ONT, P.T. 2 x 8 _;;: • i 8" x 8" x 16" CMU CONT. P.T. 2 x 8 - _y / ~ - r zo < 16" x 16" x 4" CMU PIER (4) 12d 1!o i n � (3) P.T. 2 x 8 x 12" n Nt 12d AT 6" O.C. . . 1 la Poky = ___,---=-7] -- 411 AT2x4 — _ _ _ -I _: 11111=111(1 IIti��1111 �����) — ����)=III���I I 1111- 11111— =11111 TIE-DOWN STRAP e 1 / Q P.T. 2x4x2-0 L. TYP. AT (12) PLACES r i i '5 x 1'_6" DRIVE PIN ' w P. . AT 6-0 O.C. W/ "5 x 1'-6" DRIVE PIN SEE DTL. 6 0 , Millr zi I oo _ REUSE OF DOCUMENTS - E � AND DES GNSNINCORPORATED IDEAS Am ALTERNATE PERIMETER FOOTING FOUNDATION NOTES ODE N BU E PERIMETER FOOTING EMS, INC. AND IS NOT TO BE USED. IN GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS WHOLE OR IN PART. FOR ANY . SCALES 1' • 1'-D' SCALE: 1' • 1'-0" 1. AND CONDITIONS. THIS STRUCTURE SHALL BE - ° OTHER USE OR PROJECT WITH ADEQUATELY BRACED FOR WIND OR EARTHQUAKE OUT WRITTEN AUTHORIZATION. FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN A v� PERMANENTLY ATTACI-ED THERETO. i # • 0 b . 0 2. DESIGN LOADS 00 ' _ > `� ROOF DEAD LOAD 12 PSF x _' el ., 6 y' ROOF SNOW LOAD 26 PSF 0 ■t -....1. to I�/� FLOOR DEAD LOAD 10 PSF • )j FLOOR LIVE LOAD Roo PSF •�� tom.'1 1/2" T1-11 W/ 6d > �i _ NZ? AT 4 & 8" O.C. • 4 x 8 POST CF 8 x 8 x 3'-6" (2) 4 x 8 POST WINO LOAD • 90 MPH EXP. B @ c, tom) : SEISMIC ZONE 3 I I f• 3 2 x 4 BACK I NG AT -Jr.--4 x 4 POST z = 6 P.T. x 8 3. EXCEPT AS NOTED, DIMENSION I ON LUMBER FOR I a SIDING JOINTS `-P (') P. E at _ (' FLAT x 4'-0" FOUNDATIONS SHALL BE HEM-FIR, NO. 2 & BETTER. ' _ b P.T. 6 x 8 x 1'-3" -, TREATED LUMBER SHALL BE PRESSURE TREATED I O0 I CO (.9 0) CONT. P.T. 2 x 8 1 I FLAT 'ir, IN ACCORDANCE W AWPS STANDARD C-2 TO A ter►. L! AT PIECES IN Q (2) P.T. 6 x 8 x 4'-0" L. -.�.- ��- �/ �'- �r MINIMUM RETENTION OF .40 PCT. " �_ (3) ROWS OF co �+ CONTACT WITH GROUND SAWN END GRAIN SHALL _ .� 12d AT 4 O.C. ,- — _ = I TREATED WITH 2% MIN. CONCENTRATION a / \ E - ,, _ ._ 0 I "it = _ — — = BE FIELD E 0 n t:-,,.) 1 1�,,. -��„1� �,� COPPER NAPHTHENATE. TREATED PLATE STOCK ' -- - „ -F---- ,�tl{� �� ����) IIIliIIiI —111(1 ((ii1—, �..� Illif SHALL BE G000 QUALITY AND SHALL NOT CONTAIN / , r■ CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. . ' " ` \ (2) #5x1'-6" DRIVE 1111 ,-- •• PINS EACH END 2 x 4 FRAMING SHALL BE HEM-FIR, STANDARD OR 6 t BETTER, TREATED 2 x 4 FRAMING SHALL MEET TI-E REQUIREMENTS SPECIFIED ABOVE. I r I AI .\ _ ---. dears R N_ [i 11 0 COLUMN FOOTING NV _ END WALL COLUMN FOOTING 4. ALL NAILS TO BE GALVANIZED. O0 _ _ \ I X / SCALE' 1• • 1'-0• SCALE: 1' • 1'-0" 5. VENT CRAWL SPACE 1 SO. FT. PER 150 SO. FT. - OF FLOOR AREA OR AS SHOWN. INSTALL 6 MIL. I � e i • VAPOR BARRIER. O 6. CONNECT STORM WATER FROM ROOF GUTTERS AND — I Q_ , ii DOWNSPOUTS AND DIRECT AWAY FROM BUILDING \ `° • PAD TO AN APPROVED DRAINAGE SYSTEM. I \ // i ' - o SHADINIG DENOTES Co FULL-HEIGHT C.M.U. I v, PIER - TYP. AT o = (8) PLACES (2) 12d TOE NAIL (2) 12d TOE NAIL v ._,________ 0 EACH SIDE 4x8C 2 EACH SIDE 4x8DF "2 4 . ., - ►� .$ WEDGE AND SHIMS P.T. 2 x 8 x 16" tD (2) 16d DUPLEX x cO (.0 _ �` fl < I N AS :E: PREFAB METAL � -w i I 5 x 1 6 DRIVE 16" " x 4" CMU PIER 8" x 8" x 16" PIER 16" x 16" x 4" p, _ OR P.T. 2 x 12 x 2'-0" < CMU CMU PIER r PIN (AT C.M.U. OR (3) P.T. 2 x 8 x 1-0 � ., ° BASED PIER ONLY) I p/ ® O _ ,;, -- _ �IiII� „� - """= II II III= 1111 �I�i���„� 1 ►lill ,,;_I - ( hill�III(1` ����� ® Q R ® - ® o V i I Q 0 1 � o ET! C) L 0 MID-SPAN FOOTING 4A ALTERNATE MID-SPAN FOOTING o Ix o <SCALE: 1 • 1-0 Mr SCALE: 1' • 1'-0" p� °0 X x1 xl � , �-4 N 5/8" DIA. ALL-THREADS W/ NUTS _ AND WASHERS AT 31-4" IN FROM '' EACH END AND 8'-0" O.C. io ►∎ X I� I . it _ I I - �, I ° alli DATE - •a9 �` , GALV. STRAP J01 ST 10 Mir , .. I no_ • ' 1-1/4" x 0.031 GALV. STRAP W/ " -' WI (2) 12d TOE NAIL BUCKLE LOOPED AROUND LVL I DRAWN BY: EACH SIDE ' < ' 4 x 4 POST L.V.L. RIM 2 x 8 BLOCK —�-- ! \ —I— 0 W 5/8" DIA. STRAP BOLT 15" 6" ���. I I DESIGN APPROVAL: LINE OF FULL-HEIGHT /� P.T. 2 x 8 x 16" Z z° " ., ., � `' //, . . -t _21.._ %/. �, 3/4 DIA. x30 W/ 4 DBL. N , CMU PIER - SEE PLAN CAP SALES APPROVAL:0 zo HELIX AUGER ANCHOR (DRIVE 1 GALV. STRAP 8" IN GROUND AT 45 DEG. TO SKIRT RIM > 16" x16" x 4" CMU PIER < 8 x 8" x 16 '� ALIGN W/ STRAP - DRAW \ ` - / OR P.T. 2 x 12 x 2'-0" CMU r REVISIONS: STRAP TIGHT & LOCK BOLT) e OR (3) P.T, 2x8x1'-0" �-' C.M.U. PIER BELOW.=.---_-_;_ =__-,- \ PRINTED 11 1I111.=VIII=11111 ���,, _I(=lilli� - =011111 111(„lll�ir= ENDWALL RIM �” OCT 0 8 1999 EF MODERN ,1(111=IIIII. P I I BUIL DING SYSTEMS NOTE: STRAPS NOT SHOWN) SCALE: 1/4" = 1'-O" SHEET 0 MARRIAGE LINE FOOTING 6 TIE-DOWN STRAP 0 'l SCALE: 1• • 1._p. SCALE' 1' • 1-0 SCALE: 1• • 1'_0• x ... OF 5 JPROJECTNO.: q IC186