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6600 SW BONITA ROAD-8
TIGARD DESIGN REVIEW August 11 , 1978 Tigard City Hall 12. 420 S . W . Main St . - Tigard , Oregon Site Design Review 41-78 Gevurtz Furniture Phase II Applicant : Gevurtz Furniture Co . Request : For site plan and architectural review of a furniture warehouse . Site Location : 6600 S . W . Bonita Road Site Designation : Site is designated M-4 " Industria]. Park " zone . Site Description : The proposed site is relatively flat ( 4 % grade ) with a { drainage flow from east to west . To the north of the proposed warehouse exists Gevurtz retail store , to the east I - 5 , immediately to the west a field , and to the south more open fields . The lot has two large douglas firs on the southern border and appear to be well out of the area of. construction . The southwest quadrant of the lot has some larger trees that appear to be remnants of an orchard and should be preserved if possible . i Proposed Use : The applicant is proposing to build a furniture warehouse . The warehouse is listed as a conditional use in an M-4 zone and is in agreement with the adopted NPU #5 Plan . Previous Action : CU 14- 78 - On July 11 , 1978 the Tigard Planning Commission approved a conditional use permit for construction of a warehouse in an M-4 " Industrial Park " at 6600 S . W . Bonita Road . Required Parking : The existing parking accommodates the present structure as well as the proposed warehouse . Total existing parking - 42 spaces Total required parking - 22 , 800 sq . ft . / ( 1000 sq . ft . /parking) = 23 parking stalls 16 , .100 sq . ft . / ( 1500 sq . ft . /parking) " 11 parking stalls 34 parking stalls ,nel\ . . _`.�aiLr_'A�Y`'4!.�/: ' - . 'LSsi ' ^. �,'1 .i+.w�.. x.. .� y T •,I�� � .... -- - ,r - t` .. •'.... .'�� .i..'d •" ,"�.",'(o.�_ �' + �' :y1 Pi� x:. _._.,y.•>....�.. _ . \. _`•`. . .. .__ � _ , _._�_._ ._..�._.__. r " i -�-ac- �""'_.'- ._., _.- v_ _,�.wr�a.r�ryy,. . .�j;r-W�"_ • -. NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL DRAWING. IIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII�L �I�'�,u IIIIIIIII IIIIIIIII IIIIIIItI ����� I��IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�II • J UNE26 11990 4.w 1 / TIGARD DESIGN REVIEW August 11 , 1978 Page 2 f Although additional. parking need not be constructed the II applicant will be required to pay the parking fee for 11 paj-, king stalls . Site Plan Review : i The applicant is proposing to build a furniture warehouse adjacent to an existing build.ir. , . The proposed unit is compatible with the e;.isting structure and surrounding area . The landscape meets the required setback for an M-4 zone 1 and works well with the existing plantings . There area , + however , two areas of concerti : 1 . The absence of an irrigation system for the landscaping . 2 . The proposed extensive use of barkdust in the new � landscape area . Staff Recommendations : Staff recommends approval as submitted subject to the following conditions : 1 . Plans for an automatic or manual landscape irrigation system be submitted for stuff approval. before a building permit is issued . 2 . A better ground cover be selected fog the proposed landscaping and be submitted for staff approval before a building permit is issued . K nrneth Weaver Planning Director 4 I M .. »"""'�"!r'..�R�"•"' _.3.+.z ,r}'�..♦ R '1,, r. ..._ -� - `S� � -,�...... .,...- .- .. 1r•+R � "{'� � S � ���, r. � 1� _ � ♦ .,e r.,* - ._ .,.. { X11 "." -tiWw...••.-.-.•.• � X r :r:RB.► :.,- - - »•--_ -mamma •.•r.:+�+mow-• � �lI L iiii11 i� 2 NOTE . IF THIS MCROFILMED I310 DRAWING IS LESS ��-EAR THAN -THIS NOTICE . IT IS DUE TO _ _— __ _ __. --- -1----- ------_- -,----. - ----___ -.-- ---- ' THE QUALITY OF THE ORIGINAL DRAWING. 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A t c r,iate Mfjx. Maximum A I unA t. �!Mi Machivie Bolt C -C C :7& At-ch. Arcb i t Pet kwa X t I j v 9 8 Anud Anodized M.0.0. Medi,.nn Density Plywood Hill Tag*" C \� I Mph. rcf'-!l r b_ Aspha i t Assem. Assen,' N NL,rt h - 6-P AN Number ( i 1 gg m No. N. Stud Nei id Butt jamb • 4_ Son Str Bldg• Building N.T.S. Not Tv S(.-,i; Be am O.C. On Center Not. Be It It ow. 4e' But I t-4.1P PL Plate 1 + Plywd . P,ywrood �0. 'Z Co �str-)ct_in!, Joint GENERAL CONTRACTORS & SUB-CONTRAC- Pr. Pair c6i I I 1.g TORS MUST HAVE CITY BUSINESS LICENSE r-Ir Clear R Radius APP. co I Column Ripinf ReJntorcing(ment) Aki- ALNECESSARY CITY Pfi*3614 PRICIR Ire co-kc. Condl.ete Rm. Room l V Eiir"U`Noll i1j, SEKicfs- Cant . Cant i nuo us Regd. Required ly Dbi . F)o Lit)I e South Dime me Dim. Building must be completed fi Sf-gl,lss Fnp-nel Dr Doo. maccording to city codes and Sli( hg. Slic a, fit ng firal inspection made before I Y01 Sion. S invi i ar occupancy. Sq. CITY OF TIGARD S cr it r e E'i S t ALT. r4p. 4 E Ea. Kaci pop K4?r6+4 4r�Apv-vj( T Threstio .1 Elev. Elevator 4Q I , r I X1 Exist. . Exj ,;t J '4 Thk. Tliick TIt . VALIDITY UF THIS PERMIT Tor M os'em:v_': Toilet Exp. E X Po' :-,e(i Ty is CONTINGEN. ON APPROVAL OF Exterior p. 'I Aw " Ext . AS REQUIRED BY CONSTRUCTION 479.155. vf�rt Ical S ORS F.B Fac o ul'idirig V, Is 0 F. F. W/ Wit}, Fir. Fintsh W West DRIVEWAY MAX L GIUWL 14% A,, 'G > 44 F!our W Width L Foot ri� Ftso Wthst:rip Weetberstr1p W.W.F. Wire We'idwd Fabric Ga- ca up 1, pp,NS SHAD MEET WEEP HOLES INCURBe AS PROM)LD Cypstim Board G1 . GI u- aip A., H. ALL SPACE 7? 13F Kv r Hdwr.. Ha rdiwa"-ft PRIOR TO Hd H"d jamb ISL 1.T.T TI too H.M. 5T 0 7 l,nr,u I Insulat it'n, 7 I)a t o Interior Int . "02 ;` -.?/ - - 4. dk 11 F;L4 TL)M / Imo.• I io J /wep '7 BY Building rIlUst be cOIT GEIScodet an V CONTUPTORS & SUB-CONTRAC- accorijing to city *rCl 5t, 10 Of,- VCKiF'W W AF?w_x`, F'f2�P, IG" h-eWr44-I.. ei before , I/ , ,• A I q 9 k li inspection Made 0 MU's, H.4"f CIfy BUSINJS1 LIC[NSE finalinspe I 6L_�. I$ !'A0_4& 10�0 LIZ ��w &� I Iry IL OCCLIpancy, 51 "00H Iwo E�5 kv:lu PILL NECESSAEIV CITY PERM11-S PRIOR Cily OF TIGARD 40. Apo rivw5v - IU PERFORMING SERVICES. 6. �eZ P�� F'6.,k" t'�HWT 'V1A4 PPV. OAA) FVR_ Ilk URIVEWAIl' MAX. GRADE 14%, ItPS, A5 11141'�1 1 rot, K;".NS SHALL W-LE1 WEEP HOLES IN CU "we v .r.r "5 ate. 14. W. w V. A oil won .AdL. 41000� Ir NOTE: IF THIS MICROFILMED 4 DRAW I NG 4 IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE To 9��I.I�iiiliiiiiiiiliiiii►i�l►��► I � II IIIA! 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X � ��L7� J f� I�r76v r I Wj 42 v L'14v or- 44,Ho� I,C ro-, '7 v!!i �V I ` 4� , 11 ���, M i "�.�i � O �• _l-_-�. . r i=�.1._...�, _ _-�-- - � iii ��I� � � I � r �T �T��� �- 3�1= f�, I z 4) J X I ri _ �� If's I, - - - - ..__ _ - ,5 ✓�G I + I \ t, _ � �f/•j l 0 !Nc? v s l a ' JENERAL NOTESy1MM/� C. MINIMUM CONCRETE COVER FROM SURFACES SHALL BE: I 3 + TO BOTTOM OF FOOTING LIVE LOADS 2" ± }" MAIN STEEL COLUMNS i CENTER OF SLABS ON GRADE .. R`IND.. . . . . .....y.. . . .. ... . . . .. .. . .. . .. . . . ... .. LBS. PER SQ, FT. U.B.C.U. BASIC 25 LBS. PER SQ. FT. D. ELECTRICAL CONDUIT SHALL p= PLACED NEAR CENTER OF SLAB. : SEISMIC, . . ......... . .. . . . . .. . .. .. . . ... . . . . . . .. U.B.C. ZONE II E. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE NOTED. 11. FOUNDATIONS STRUCTURAL 6tEEL AND MISCELLANEOUS IRON �► 1, FOUNDATION SIZES ARE BASEG ON A TOTAL LOAD BEARING SOIL PRESSURE OF 2,000 LBS. PER 1. ALL STEEL SHALL CONFORM TO ASTM A-36-70a AND TO U.B.C. ',TANUARD NO. 27-1-73. SO. FT. 2, ALL FABRICATIGN, ERECTION, AND IDENTIFICATION OF STRUCTURAL STEEL SHALL CONFORM TO 2. FOUNDATION ELEVATIONS SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE BASIC BIQQ ELEVATIONS. AISC SPECIFICATIONS AND II.B .r. STANDARD NO. 27-2-73. 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL 3. ALL WELDING SHALL CONFORM TI' AWS SPECIFICATIONS AND U.B.C. STANDARD NO. 27-6-73. ' 4. ALL FOOTINGS SHALL BE A MINIMUM OF 2'-0" BELOW FINAL GRADES OR 1 '-0" BELOW EXISTING A. ALL WELDERS SHALL BE CERTIFIED UNDER AWS SP:CT_FT'ATIONS. GRADE WHICHEVER IS LOWER G : 4. SHEAR CONNECTORS SHALL CONFORM TO U.B.C. STANDARD NO. 27-8-73. 5. ALL DISTURBED SOIL SHALL BE REMOVED-BY HAND OPERATION FROM FOOTING EXCAVATION TO 5. ALL MEMBERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLTS UNLESS SHOWN ON zw;`1' NEAT LINES. PLANS. 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL G1.U€ LAMINATfO I&MBERS TO 1 '-0" VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HOF'ILUNTAL 1. ALL GLUE LAMINATED MEMBERS SHALL BE DOUGLAS FIR 22F BEINDING. STRESS GRAS ,,JNFORMING WHEN APPROVED BY THE ENGINEER. TO U.B.C. STANDARD N0, 25-10-73 AND 25-11-73 WITH STRESSES AS SHOWN ON P4,ANS. CptI FETE - CAST-IN-•PLACE 2. ERECTION OF MEMBERS SHALL CONFORM TO AITC SPECIFICATIONS. 1. ALL CONCRETE SHALL DEVELOP A MINIMUM 26 OAY LABORATORY CURED COMPRESSIVE CYLINDER 3. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER ANS AND STRENGTH OF 2,500 PSI PLUS 15% FOR FOOTING AND FOUNDATION; 3,000 PSI PLUS 15% FOR SPECIFICATIONS. SLAB ON GRADE; 4,000 PSI PLUS 15% FOR TILT-UP PANELS AND COLUMNS. 4. ALL GLUE LAMINATED MEMBERS SHALL BE FABRICATED WITH WATERPROOF GLUES. �. 2. A MINIMUM OF 4 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH DAYS POUR OR S. CAMBER BEAMS TO TRUE LINES UNDER 1 .25 TIMES DEAD LOAD DEFLECTION EXCEPT A$ OTHERWISE 100 CU. YARDS WHICHEVER IS GREATER OF EACH CONCRETE STRENGTH: CYLINDERS SHALL BE SHOWN. TESTED AS !'QLLOWSt 1 O 7 DAYS; 2 N 28 DAYS AND 1 PRIOR TO ERECTING PANELS. 6. CERTIFICATES OF INSPECTION, #1 AND #2 FROM AITC OR AN INDEPENDENT TESTING COMPANY 3. CONCRETE CYLINDER AND TESTING SHALL CONFORM WITH SPECIFICATIONS. WILL BE REQUIRED. 4. CONCRETE FORM, MIXING, PLACING AND CURING SHALL CONFORM WITH SPECIFICATIONS. FR_AMI(Il, LUMBER 5. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR OR LARCH GRADED TO 1970 STALlDARD GRADING PRACTICE, 1973 EDITION AM;) SPECIFICITIONS. RULES #16 FOR WEST COAST LUMBER. GDNCRETE - PRE-CAST A . STRUCTURAL LIGHT FRAMING - SELECT STRUCTURAL Fb=2100 FOR 2 X 4 PURLINS �- 1. ALL CGNCRETE FOR PRE-CAST CONCRETE UNITS SHALL BE NORMAL WEIGHT ;GGREGATE CONCRETE B. LIGHT FRAMING A STUDS - STANDARD OR STUDS Fb=600 WITH A MINIMUM 28 DAY LABORATORY CURED CGMPRESSIVE CYLINDER STRENGTH OF 4,000 PSI C. STRUCTURAL JOISTS & PLANKS - #22. OR BETTER Fb-1250 ' FOR TILT-UP PANELS. 2. ALL MEMBERS 3X OR LESS (LEAST DIMENSION) SHALL BE KILN-DRIED. •�, �'" 2. PRE-CAST TIL1-UP WALL PANELS SHALL HE CAST TO THE DIMENSIONS SHOWN ON THE DRAWINGS 3. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS OF BEARING AND 1 X 4 NAILING AND CONNECTION SCHEDULE BRIDGING O 9'-0" O.C. MAXIMUM. MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS Jt_ WITH ALL REINFORCING STEEL AND INSERTS ON PLACE. A. SLABS REINFORCING AND INSERTS SHALL BE APPROVED PRIOR TO PLACEMENT OF CONCRETE. 4. ALL PLATES AND LEDGERS IN CONTACT WI(H CONCRETE SHALL 81 PRESSURE TREATED. (E):CCPT AS NOTED ON DRAWING&) CQACRETF REINFORCING STEEL 5. FOR NAILING SEE SCHEDULE AND DRAWINGS. CONNECTION COMMON 1. ALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO U.B.C. STANDARD NO. 26-4-73 AND PLYWOOD SHEATHING f ` ASTM A615 GRADE 40 FOR ALL EXCEPT TILT-UP PANELS; ASTM A515 GRADE; 60 FOR TILT-UP 1. ALL PLYWOOD SHEATHING SHALL BE INTERIOR WITH EXTERIOR GLUE MANUFACTURED IN ACCORDANCE STUDS 1-0 PLATES - END NAIL 2-16d PANELS. WITH UNITED STATES COMMERCIAL. STANDARD CS 45-60 AND U.B.C. 25-9-73. - TOE NAIL 4-10d l 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO U.B.C. A . ROOF SHEATHING - }" STRUCTURAL I INDEX 32/16 TOP PLATES & BOTTOM PLATES \ _ STANDARD N0, 26-8-73. 2. PLYWOOD SHE,4THING SHALL BE LAID WITH END JOINTS STAE,uERED. - SPIKE TOGETHER 16d • 12" Q.C. t� 3. REINFORCING (MINIMUM UNLE55 OTHERWISr SIiOWN ON PLANS) 3. NAIL AS PER SCHEDULE AND DRAWINGS. - LAP A INTERSECTIONS 4-16d 1' A. REINFORCING FOR WALLS£ GENERAL ROOF JOISTS 6" - #4 O 12 E.W. 6 CENTER CENTER 1. GENERAL CONTRACTOR SMALL VERIFY ALL DIMENSIONS AND CONDITIONS (INCLUDING OPENINu"J) CEILING - TO PLATES OR BEAMS - TUE HAIL 2-16d 8" - �5 N 15 E.W. ® WITHARCHITECTURAL: MECHANICAL, .4N0 ELECTRICAL DRAWINGS. BLOCKING TO PLATE - TOE NAIL 2-11)d B. PLACE 2-5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS OF ALL FOUNDATIONS BLOCKING TO JOISTS - EACH END 1-10d AND WALLS. 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, STRUCTURAL STEEL, GLUE BRIDGING TO JOISTS 2-10d C. PLACE '"•-[i' X 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS LAMINATED MEMBERS, PRC-CAST MEMBERS AND SHALL BE RkVIEWED PRIOR TO FABRICATION 2X LAMINA'fE0 BEAMS 16d 1! 24 T it 8 STAGGERED EQUAL F.' �r-'F '-�;D NUMBER TO HORI ?ONIAL REINFORCING. 3. THIS STRUCTURE SHALL ®C. ADEQUATELY BRACED FOR WINO OR EARTHQUAKE FORCES UNTIL THE Nd 151 IPLYWOOD JG D. PLACE 2-#.; OPFNING WIDTH PLUS 4'-0" TOP AND BOTTOM; 245 X OPENING HEIGHT PLUS ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATIACHED THERETO. ROOF SHEATHING - }" STRUCTURAL I INDEX 32/16 5 !�erj. -T6 4'-0" EAC.: SIDE.:; PLUS 2-#5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF ALL OPENINGS. 4. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND SLABS. A EDGES OF EACH SHEET A BLOCKING 0 WALLS 8d p 4'" O.C. CONTRACTOR SHALL OBTAIN STRUCTURAL ENGINEERS REVIEW ON DETAILS OF ALL CONSTRUCTION 4. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A-105-70. N INTERIOR OF EACH SHEET Bd 0 a" O.C. A . ALL WIRE FABRIC SHALL BE SUPPLIED AND LAYED IN FLAT SHCE'fS. JOINTS PRIOR TO CONSTRUCTION. 5. ALL REINFORCING STEEL SHPLL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH ACI DETAILING MANUAL 315-74. OTHER WOOD CONNECTIONS A. ALL REINFORCING STEEL 5I4ALL BE ACCURATELY, AND SECURELY PLACED. ROOF Lf-C1t.;ERS TO WALLS - 5/8" 0 X 7" PARABOLTS N 4'-0" O.C. H. REINFORCTNG SHALL NOT BE BENT OR DISPLACED F THE CONUFNIENCE OF OTHER TRADES LEAD HOLES TO LAG THREADS - +}" 0 LAG = 3/0" 0; 5/6" 0 01 3/4"0 5/8" J6 I UNLESS APPROVED BY THE STRUCTURAL ENGINEER. SOAP THREADS AND INSTALL WITH WRENCH ONLY CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRF..NGTH OF MEMBERS a. III III Ilillll III III III 1 1 1 1 1 1 1 I .r I I I I i l l l I I I I I I I I ( I I i l l l l l l l l l l ! I l l l l l l l l l NOTE; IF THIS MICROFILMED � 4I - -_-1-1--1�----_-l_1-l--- - --- - I}• lallIb DRAWING IS LESS CLEAR THAN SI I II SI I I I I II 1II 1I I I II SI I I I flf1.2ll �i � • w THIS NOTICE. IT IS DUE TO --- - - --- - --- - -- r -- 1-- --THE QUALITY OF THE ORIGINAL g Z F9 LZ I 9Z 4Z ►Z L 9 I Z Z 8I t3�i I IL'1 i DRAWING. ���( u�IIIIIIIIIII�II�IIIIIIIIII IIIIIIIIIIIIIIIIiIIIIIIIIII► II��I��I� I�I�IIlI� ���II���� I��III�Ii �IIII����l����l►���". 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Mot Tttet1'd Wiltor Di'trict. *ball fwstall all *A "Oi rex privA0 ble-k-, i 8841 S W COMMErICIAL STREET M TIGARD, 4,11REGON 97223 'fflapptvl Of 4t"Pts. 11 tors will 'be fustellsd by the dtotrfrt. ��0A TELEPHONE (503) 539.1864 14" t0A1 V44%al req"vt for sat , { f1 a IrMe>» *t ttsltll+stfea. e"tt"et*r 04117 advise► Tigard ! lfAASMr,rr req r,,' 71ae�AI 'P'�.� WATER PROJECT Vat" X*Ui" *f t*>O1 ennrITaeHOM e*etO to w51eh will be r✓7✓"F wArrR MAIM t _ —�" G� V URTZ FURI'�l1 TURN aA�lld Y 11�tr � INtriet insp►. ;eau, water les*. overhead. #d vmte�t• sasrP)t1 r. ttr., and IS for ofto w*ring, I + t_'"� An>savtt 'r 1 telt M16 �►flMdt+�, "'�s�bttf 1 t" dA••i o �� ! 5. ;N e'0/V/ Tog p.D 2 S interr4Ctina, maps, #.R. I I �0fi\ • tc �",, Robert E Satvse, P.E U3Administrator F -- I scale. /'� L 30' // SEP 1975 .. s' .li) �lt�i. .� .., ..r..r..i .....,.. +-.:..�.r..;�ir, "'�+Y..w... .�' ^'.��•'� � .� ..... .-,.. ,; , . 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SFT I i TYPICALRQ�F CURB DETAILSUPPLY DIFFUSER ` SUPPLY aIFFUbER MAXIMUM _ r - _ - -, —2 r ^1 - SCALE • NONE Q ; 22 22 -Np_2 I - - SECTION PLAN 10.,- 5ICTION PLAN 6L'CTwN PLAn ,SP_QLY , RETURN�R_E HAUSTN a I -,EE M-I ( TLJ "i aR EXHAUST DIFEIlSER(GRIPUDI _-IMM__g_1$ j�I USCFfGl't�L1 pFit/ AGR LL� — - ----- - ------DUCT D ETA 11_ S _�LqW VELOCITY) L-A L _4 - - 21 GAGE GALVANIZED A ee SHEET METAL CAP Rcl%,w ti . _L I sa Max. ReCIuu►R m r�nuNo " ' 9 S-SEGT10m.44 IN RIQLAIft7 Tun"lulm wrtrs Im 3 'LEGT: GLASS DUCT. ALL [LLS AND TEES � ` c iE R ��s �hL ����t+rb Cahn Tr.Es ! TRANatT►oNs wa0, C i /-ySJr GICI - _ 1 - HOT MOP ROOFING UP _--_- ____-- _ .__- _ -- _ - . , - _. - - -_ _t - --- - _ -- 8 C O —+y to-4. OVER SLEEPER BEFORE _ - INSTALLING CAP w+� (R`1�`w 12'�� SANT STRIP ! EQUtr' rLsx 12.6 t• - (- _ -' - , �t. r- INSULATION cow+K1 v�cIf, _ x + iP 8 1 15 1'57-45 45 �...-�I�--.� �--► sets *"OWN I� CLe^Q V _7 H P-9� I I I ICocX.� '3 SCGTww4z 111 6daw IODUNID AIR hiA95A0E. V - - --DUCT-- - FLEX. CQNNECTIOIJ M0IJ5TI-;NL LINER � aj p�'�GTS � ettcT. r,�uss :-. ?J.:r'?^• � I - -- •- _ ►— 1 22,K 22 �W bUl°ILY ONLY - - - - -- r- I ---- :,z� -- - ax ex � u ti L_-. _ Jz 14-4 I _ ROOF DECKING Z• `-TAPER AS REQUIRED TO ItsIY,, 5�Sc1 4 c,— 15� MATCH ROOF SLOPE, HOLDING ;r _ W*W W,'46• FIX�o Ex. TOPS LEVEL FOR EQUIPMENT w� (su1rve y ONLY) AT ' 20x Ip A ' 53oH1 INSTALLATION RECTANGULAR DMT FITTM. GS - � i 1 2 LEEPER D - .�,� �Ax 45-wtax - i ��sPln.�N -J i I�. SCALE : NONE ` I iITTING ` METAL VITTIWGS M1[TAL COLLAR ON GLJ►SS DUCT ON GLOSS DUCT { r T 021- II,J HF- - RCU'i7_ DUCT FITTING RSCTAN..:'JLAIC_TO R'J_UNO FITTINGS ME N T SC 11 L D Lj L t5���csZox Ica ITEM FLECTRICAL 50H1 DE3CRIlTIQ1 PACKAGED HEAT PUMP: 2000 Celt @ .75" ESP. LESS FILTERS. _ 43 AMP,208Y,3d ••�• I- i2" +� ,900 BTU QIAL coOLING, 44.,600 RTU SENS. COOLING STNGLE POINT CW4. C @ 76 FDBB/61 >+WIS EAT 95 F' COND. •"� I ° ,° AIR, 33 MSH TN'I'EG. MAX :15 KW, 208V, � O 20Rt0 I / +ll HTG. @ 70'F R(X)M, 20 F OUTSIDE 7`01P. 36,400 3TVii STRIP 3� HEAT.°,INGLE HEAT, 100 CFM O.A. NOM. 5 T(Nd I�1 h••• I , POINT CONN. 2 .0 ^ I 4. � V li HP-2 PACKAGED ttEAT PUMP: 2000 CFH @ .7`" ESP. LESS F•ILTEI(b. 43 AMP, 2.08V, 30 52,WO BTU �OTAL C007.1m, 44,600 BTU SENS. COOLING SINGLE POINT COI4N. - _t \ i1i @ 76 FDB/61 F'WB EAT,°95°F' C;3 D. AIR, 33 MBH IN11t. MAX 15 KW, 208V, HTG. @ 70 F ROOM, 20 i OUTSIDE TEM. 40,400 nun STRIP 30 HEAP. �► i HEAT 100 CFM O.A. NOM 5 TON N � � � _._-..---.__.---_ -_ v_• �iINGLE POINT CONN. _.. - - ❑ !c2c>� - - - -}' , r -E M'I I __ _ - -I HP-3G4 PACKAGED HEAT PUMP: 1600 CFM @ .75" ESP. LESS FILTERS. I9 AW, 208V, 30 BTU SOTAL COULIhC6, 34,000 BTU SENS. COULiNC SINGLE PUNT CONN. FWb MAX 15 KW, 2 08V I `', - - -1 I�"� I Icy^ 4 I -- \\ HTG6 @D70°F ROOM,�20c4F5OUTSIDE•TAEMP. 34 000 ATUIi STRIP � � • 36 }iF:AT. HEAT, 80 CFM O.A. NUM. 4 TON SINGLE PVINT CONN. •� I �' Va.- 53,900 � NP-5 PACKAGED Ii,EAT P4R�I?: 2000 CFM ,,d _ ..--',;___ __ -__-_-- f I I .75 ESP. LESS FILTERS. 43 AMP, 208V, 3b ,�„ B11; �OTAL COOLING, 44,600 BTU SENS. COOLING SINGLE POINT I;ONt: I , , W C 4� 0 @ 76 FDB/g1 FW8 EAT,o 5 F COND. AIR. 33 MRH INTEG. 30 HEAT. ,�.. _ I I HTG. :d 70 F ROOM, 20 F OUTSIDE TEW. 38,500 Bu Tim STRIP FWX 15 KW, 2Qt3V, 0 EAT 100 CFM O.A. C , NOM. 5 TCA ..TNGLI•. POINT CONN e � U .... .}.. �E OAC,W evi C* 3',S c l S'�S c l y S c l I, H!-6 PACKAGED M ,A1_I UF•1F: 2000 CFM @ .75" ESP. LESS t:ILTSPS. 43 AMP 208V, 0 � , �w 'iTii 'j40I'AL COOLIN&, 44,600 BRU SENS. rU(►LING � ;'I1+iGLF' POINT �;txyN. i • I f @ 76 FDB/g1 FWIi EAT,695 F COND. AIR, 33 MBH INTM., ' MAX 15 KPI, 201gV, - �� HTG. @ 70 F ROOM, 20 F OUTSIDE TEW. 40,000 BTU11 STRIP 3d HEAT ISINGLE PU i HEAT, 100 CFM (W.A. , TUN INT CONN. �- idOti. 5 ' ff- ____' _ _-��::� ❑ .__... \ ❑� 11P-7 PACKAGED HEAT PUMP: 2000 CFM @ .75' ESP. LESS FILTERS. 43 AMP, 208V, u 53 %B/61 BTU AL COOLING 44 6010 BTU SENS. C(MING SINCLE POINT Ct1lfiV. 1 �-�EE G�Et•-IEa•AL NoT��, MEET M-1 \ :% ' � � o+ r ro 76 ° FWI3 EAT,�39S F GOND. AIR, 13 MeH INT50. MAX 10 XW, 208V, HTG. ,a 70 F ROOM, 20 F WTSIDE TEPV. 21,800 BTWI STRIP 3,1 116A'T. HEAT, 100 CFM O.A. , NOM. 5 TON SINGLE POINT CONN. K (j..r.s-.ter.....-. - r•....(t' .._ _---_ _ 1'tP-8, 96 PACKA ID !WAT PUMP: 2000 CIM @ .75" ESP. LESS FIL•ICRS. 43 AMP, 208V, 30 6 fx 10 sir, TnTAL C00LINo, 44.,600 BTU SENS. COOLING SINGLE: POINT r.'0!;h . �. _ 76 FDB/61 FWH EAT,p95 F COND. AIR, 33 IMBII INTEL. *A x 10 sws 208V, I1TG. @ 700 F ROOM, 20 F OUT.31DE T'tSMP. 22,500 uTUH TRIP 34 HEAT. HEAT, 100 CFM O.A. , NOii. TUN - r, PARTIA• l_ FLOOR PLAN - r JF- Pl JATF NCS. ! -- f�>/IECNA� J1r, AL - -----_ - N _ ' EF C,EI[, IVG EXl US �J _w�,•`••-_ IA TF.RS: SEE SPECIFICATIONS FRAC, 12 \1 SCALE /8 = I -0 - A?,'I'ERl:ATE NO. 1: HP-1, 5, 8, 9, & 10 BECOME SAME AS KP-3 & 4 39 AMP, 2081, 3� �_ `�► � SINGLE POINT CONN. = 1�1 Q 1 10 KWj 208V, 34 1 Z STRIP HEAT. 7 . _.o it 9 PmesoN AS 'QCIATfD EmaiNfll5 INC I Ittl , I' r .�. , � ,,M ....0 -.- _.__-•.._.. _--�7!!'.`-�"''L.'.�, ,�— - _. ..... ._ ,.. _ ,_,- •..-.. _.._i1•Y.r�wu..+..n.,�......�.w..•i.w�.Ylfrr..r.....�..wrw..+w�nr.•+r.yyYYriw.+F.r.......-•_..........._. III�III IIIIIII�IIIIIII IIIIIIIIIIIIIII ' IIIII I IIIIIII IIIIIII IIIII ; III ; IIIII III III VIIIlI IIIIIII III III IIIIIII IIIIIII VIII I I ; � II � Ii , L iIII�J ;J; I I IIIIIII IIIIIII III III VIII i �'�'�:� "•"'�rrrh,�:: _11 _ I 2L I 4 • • NOTE- IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL T- 1 -- - -- "— - DRAWING. Z 8Z L Z Z 4Z Z Z I Z IZ qZ I t L I 9�l [ l Et i t 111111, i �8 f3 i L lyI1116I� . I� IIIIIIIIIIIII, ,11.IIIIIIIIIII�IIIIIIIIIIIIIIIIII J.dl �IInl��illl ► it I �IIillilllli IIIIIIIIIII iIIIIIIIIIIII, IIII �► ( ► ► I IIIII�IIII,II IIII II IIIlilllll II (IIIIIIIIIIIIIIIIIuIII NEU 26 1990 S YM B 0 L L I S T F-- P+ON !-r"A ROAD ] FLUORESClOff LIGHT WTM, LETTBR DOIOTgl/ TYPE -4"�1-3I DIG GONa)U Ta, FLUOR)rSCBNT LIGHT WITH FL�IfIbLi STEEL Ct>tID[!i? C�IECTi(N To P7NCTION TO �lB2 LE, VE , FZIF: , �.. J BOX ABOVE CEILING. L.C�.Tor�4 W ER.vli N LJ 11.-1'•IE-t7. LIGHT {=iXTUFtE ��, " - PaayC �j� , f-- •-� BARE TUBE STRIP POST 1 Q CEIL.I"kG OUTLET GRADE -"1' - - --- .--- ------� '; �- - - -- ---- - _ - t- F aNLHor� e�o_.T� fJ _ ` '♦N Ho WALL OUTLET © DBEiIGIiATES LIGHT OR EM>eRG6N(:? CIRCUIT ,1/0 BHD STR. CU.EXIT LIGHT, CEILING OR WALL NQINTHD, DIRECTDIAL ARROWS AS SHOWN GROUND ROD GROUND GRID 2411 2'-011 BELOW GRADE MWESSED STEP LIGHT - -- - --- -- LECT. CONDUIT , /"-TO L r-1 X T U E E .�...� "' t—•, r V covicprts _ r� ,i 8VMHIES, SINGLE POLE, 2 POLI, 3-VAT, A POLE I-� - LIGHTING DIMliE I - 1/2" #4 BARS 2•-41j DRAIN - SEE "+" FOR SPACING DUPLEX RECEPTACLE, WALL HOLES I BASEDETAIL. R RANGE RECEPTACLE G G i ,T. SINGLE RECEPTACL1g B t o . _ _ _ FIX ..�. U R E_ TYPE M a Q S I Ii NOT TO SCALE 'v> t ! 1 c - I p FLUOR OUTLET FLUSH, SMLE, 1,20V I 1 I 4 t i I PHA-,F- I t L(� +d' D I F < (V SPECL". P17RPOSE OUTUT, LETTER D=aM TYPS COVERZD IIII SPECIFICATIONS • li - �- PRI. SEC. ch d f'� JUNCTION BOX I E H FVC_ Tr L 2'-0" TAIL FOR f o _, ( - GROUND CONNECTION ' h � �I �) U CLOCK OUTLET 1 �,. � TG IL IK... JL'E nI I C GRADE- '�L+-'a a r , A-T I El c, 1.1j « TELEPHONE OUTLET-1'LOOit 9 ❑> g T11EPHONE OUTLET-FI,ALL •C TELEPHONE TERMINAL CABINET, Ola SPACE L- ---- / �-- — IGROUND ROD 10'-0" + ❑ 1)4" �'/C , P21 / ^�1DF �-� - '1 CO RE BY 5/8" '� a t' ELECT. N 08 14 t^ 1 NC TE DIVIDER e Q TRANSFORMER ANCHOR BOLT - . CONDU{T c.r 0) • �. ! I I _-_ AS5EMBL.Y - C �- / N DISCONNECT SWITCH KVA A B - C D E F G H J � , . ❑ PA `` 1 75-150 60 72 16 38 10 12 10 44 12 � • "`�"®I� ��" _� � 1 -\ I�erJE.7^1,- ; ( �____ I ® MAGNETIC 1;:yrOR STARTER 225-500 �2 72 16 50 10 12 10 44 10 1 17t-4;m, ��F•�L�GT '�. y-' I �' CAST J BG'. ----- OCU f?`'�' I, CONCRETE-o-1 ' C ❑ `, - _ 1, __� 6 COMBINATION MOTOR STARTER b SWITCH 750-1500 96 96 14 56 12 24 12 5'1 8 . .:. ❑ = + t .Q t `� rrH�.SE ( �� ; I 1 G 2000-2500 108 96 14 60 14 24 12 51 6 . o • • )a U r MOTOR OUTLET - - ,M ' CL W.P. DENOTES WEATHERPROOF f 1. ALL DIMENSIONS IN INCHES -I l3.G. DUOTES UNDERGROUND 2. CONCRETETHICSLAB TO BE 61f !'HICK. 2,000 KVA & 2,500 KVA SLAB TO BE 811 18 CQIDUIT CONCYALED IN CEILING OR WALL POLE BASE DETAIL C(MA11YT CCUCEALID IN FLOM OIL UNDERGROUM TRANSFORMER PAD DETAIL NOT TnSGAt,E SITE FjLAi� SCALE' I,1 = 50 ^11 ( , 1 -'-r2 A v AF, PA© • F ' FIXTURE S CIHE �� Ul_ E - - — r .r TYPE MANUFACTURER & CATALOG NUMBER LAMPS MOUNTING I� IRI ice; G ✓ � �'�: t ,.., � ; •', I.iP ) c A PRESCOLITE #1!25-920 I5OW R40 PENDANT, (OG A �U5 - !U!RC.0 #SP-i 2 5 2c,Cif>.-� e Li`_'` (o0C7A P5U` ) Lo 11 �.. 1WI7 36 S1'E!L WHITE FINISH. t(,/,^A iCy G�J� I �Gr� Ix I CiG,A. ' �� �L.CI^ tp(,Cr�+ ' �/ � D SWIV'BLIER #22221 WITH #29079 2 - 75W PENDANT f 0 44— E.`KTEAf BION UNIT 6 36" ST11Qfi. R30 1 / � *� I '+ I�%�>A. Q, i t WHITE f IN I S d. !PrvE '' aC.E 6PPGE I B-1 SAME A.3 TYPE B EXCEPT 3-LIGHT 3 - 15W PENDANT � , I� � � L.. UNIT. R30 n RAJ •e � ❑ C SWMLIER #22223 WHITE FINISH. 2 - 75W R30 SURFACE C-1 SAME AS TYPE C EaCEPT 3-LIGHT 3 - 7514 SURFACE � V .�. i UNIT. R30 - - - 1 i D �1A #ZGS-440Al2 4 - F40 RS RECESSED METALUX #2GS-440A KE1tiLII�1E #GB-440 F LITH0141A #2GS-340Al2 3 - F40 RS RECESSED _ METAL= #2GS-340A at•^; �r� 41-2, #2 �►`� +ie M, w i � YE LIR'' e.S-340 I� :I G PRYSCOLITE #7810 2 - 60W SURFACE f MARCO #S1•-12-P nn J G-1 PRESCOLITE #60HF3 I - 100W RECESSED H PRE9COLITE #4025 WHITE TRIM 2 - 6OW WALL. 1-� P•I �- F- ►•�G�-3 w�P J r�. P. :. �,NE'...., A.'•; �. �P-'1 N� d W r-c+: H IQ ;�-! ��»• 1 LITHONLA #8TC-240 4 - F40 RS CHAIN HANG L. I �> ,_,j W METALUX #BTSS-240 +101-011 I KEELINE OC24ORS-T -�J n r J HOLOPAANE #602-12 0-BA-R 2 50W DSI ME)NC. C) •--J � Q 1 K - HOLOPHANE #601-120-BA-R 40OW DX MERG. WALL-;91^0t1- l_ L PRFSCOLITE #5108 15OW R40 IN GRDUND PANEL SCHEDULES LIJ j PRESCOLITE #5970-1S 1.00W MERC. - SIB PANEL BREAKERS CIRCUITS (INCL. SPARES) i BASE DETAIL - - 1 'Il/;'C18V, 34 4W 36-1P-:?OA 1 THRU 36 LTG �� � . r 200A BUS, FLUSH 6-1P-SPACES 4 1 N HOLOPHANE #SPSQI5J/1/ 40OW DX MERIC. SEE POLE BASE MTD, 601-120-BA. BLACK POLE FINISH. DETAIL _ _ ( (� I D f ` / r /�0 MARCO #MR274-T86 25OW DX NERC. P 1 � �. II� E I /-; �7 I !ri I �`I 120 / 208V I ,3 T I 4 W RECESSED 120/208V, 34, AW ':'S-1P-20A l THRiI {6 PLUGS & hi13C. } - - -'- _ -- -- 200A BUS. PLUSH - tF-4PAGBS 4 r• - - _ X PRESCOLITE #711212 VP1ITE FINI'iH 2-25W 14ALL NTD. P1TIRSON ASSOCIATUD ENGIN1121 INC f I ]y 1 i ,�. �— a� . - ,.�. .w.hit .........•.. .7t—. x-ea � .._ . .. ..�' ,h rs.. wa ,' R'}�,.� , �«, ., !,�►�. {' . '4.� •; IIIIIIIIII1I1il 1III1I111I1I111 IIIIIIII1Ili1LLI 1III1I1 1I1I1I1I1III1il IIIII � IIII1I1I1 1 � 1I1((1 � I � II � � 1 ' 1 � 1II--1 �--1 1L1�111 IlII1LL1 �1 1 I �I �� I � � I�� � � II+TiILI 1I1I1il 1III1I1 IIII �I1 1ItI1 1 '� �,,-, 1� 1 2 3 4 ( 5 1___ _1 NOTE: IF TNIS MICROFILMED _�.-___----- ----L __ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ _ _ - --THE QUALITY OF THE ORIGINAL tE Z 132 LZ 9Z 4Z 1rZ �Z Z IL Z6i Fl�i I Li ! t111111111111111111 - i £i I _ I l I 6 `>8 I L 9 9 DR/,WING. III! (ILIIlIII 1llIIIIIIIIIIIIIIII IIIII!!1! IIII!!!!I,!!i!I!!!! !!!!I!I!llilill!!!! iillliii! !!!!I!!i! !! ! ! ! SII III ,; ► I��� I iII � r' li Id � I IIIIIIIII�IIIIIIIII IIIIIIIII IIIIIIIIillilllllll IIIII,iII IIIIIIIIIIIIIIIIIII IIII�IIII Ilillllll lIIIIIIII IIII�illl UNE 26 21990 ..._-...1•µm ll`\ J I i •.r ---- - I AFz6-A pF Al TERN^TE NC), I, ---- ►� T I 1 CL c X p l X' ;1. Q N C E *Ns O J0 1 Tc POST L-irlwT ter �S�E SN�ET E• I �� oC a - O CKT, 30, 32 'u(n0, c Zs. N Il_, l ' Nl. I� - i C �. - - - - -- -- - } — ---� --- --' --- , �---- r -`\ - - �--mil _ c NI-., _ 0 oC ii �_ , �C I C ►- C �_ I PANEL' I ...,r 990 T- C) 4 z� ICZ� o ❑ ❑ ao _ x• _ --- _. ._ - --_ - - ---- - - _ ... . -_ cn��r � GR vx -}`- .�� a f •-�-`— �� -- - Ft:ty � - �''') I � �! --� . G ! C! �t _^tet�- _ "J n�:,, C 1 - �dl I — a ! - �- GI T rte : �{,4�� Vt Ac v.�.. - �• EE .:�I A4 fi'�- ,C X -„`__ ,i4 �t'• �,d,� t:.�F-Fz..r� �:6 Pwtt4) c ►I b cl 13 13 i -I / I �! cl biI -- j - .-. _ - •• _. _ _. �.. -_ _ � / fir. 1 L .. r.r 1 I M j r--- L � 12 Z. I E;. I 1 f'f ^�tl_ 7 I l N I '3 o j G r! "C- �C I �- C 1 ! i r c KT Z c, Fa,�t_ r- T I _ L c I i I -....::�---- ...__...:..... ._•.�.. - ._. CKT. 32 FYLE LTC-4 CL O __[]_ _.. i Lo CKT, ?.£', -��I �— I V�Jt1 L L L7'5, Tln�G sv% ; F� S TORK 7'NX) G! G C _y , L G 4T PA 1,1 F- .. TOCK 710E r .T t� _C ?3U. .,ha f•J S I_ I Z 4 RO V 6 !l_raj POV,-- > ` x�r CACt/CtC,, I N u IS c cING I c �1 c ` ci� c cl � cc i�- - _ 0(jNTROL NL --mac\\ 1 I, a't�\�c 1 1• __ �\\!_ 1 1 �- �t�"�- _ . _ 7. ..moo G G 1 / ----- �- I I \ I I c .��".I• ,�'��_ I �. ._I �--�y-----------._._,r1� G�--- �L�Y?c. •ZSG�� "`�� I - X � ..� 4.44 12" AE�c�1rE t�f .iL N�� sIC,N 1 -- 4, r11��E SWITCH, TUI'K 7100 2, y , --- J , x IrI�UNT QF501,'E G� ILIPJG + 6 ON t.X , ER I7P C EPLC��a, A C-KT r- ' � -, / _ /----T0 1 `�T Li(alal II -Q�.J3 FLAN LR-) COPS E�O./ 'I0r718 �15 SPPL-7 E-I TO POST LIGHT ��CE /ITIIfON AIIoC1ATlo 10401012116 •MC. I Ill+lllllllllll Ijlllllllllllll illilllllllll ! 1111111 1111111 Illlllllil ! I � � IIII11111 Illlllll1111111 1111111 1111111 11111 ! IIII !� �1 Ill�llll �l:. � Il1Jj,►I � ! ljll � I � II � IIjI Ijlljl 11!1111 �'� � �� ���- - � . •��. 'r'".' , J L I ��-- l M�►• } I LL l 12 NOTE: IF THIS MICR(?FILMED — _-- -1s- ---- �- - - i -- - -b • -- -- L -L�-----�. I DRAWING IS LESS CLEAR THAN — _J THIS NOTICE, IT IS DUE TO DRAWTHE IINGLITr OF THE ORIGINAL E Z BZ Llai Z 9L Z 6Z 7. iZ 19 9 t 1•• 'I!I I I, 1111111 1 I� � iiiiiiii!iiiili�illiilllilliiiiliiiiiiiiill I ,�, �. I II II li I Bill 111111111 aai � 11 lil 1 i I I li II liliiil,liillllliliillllill i I I I�IIII 111 illiiliiiiiiil � ii 11 11111 iii!iii► 1111111111111111111111111111 J UNE 26 1990 vj"ty i a _ I C_A`_,7 ALUMINUM Mx C_ULUMN -' < 41`C,1 2" 11ViT'�K' THrr—_AD)CD HUR. N ��•�. r.a M L'LI N I c�govE '5LAc� n-r _ C L_L b,I W cz, - - AKE-A eoF- ALTr-KNAT"E -NC. I - , j I F-LOOP 7U O 9s G. a N C I + C ch i Oro TYf IG/�L RECEPTACLE --�-- _ -2-�- �- 4 AT ALL INTERIOR COLUMN., � 4 _ _._�_._ - _ t R.0 7. a I o Qm =-iwc 990 'L 2 n _ fi I 2 : - P �'o c.,• "6 NOTES j U d I 15 KW, 7Ge.V; di JPvIT I;�; l.25K �fPOV 1 . ALL RECEPTACLE LOCATIONS TO BE VERIFIED WiT'11 ARCIIIT'ECT OR � I II FiEA-T�tC, �H�UMALUX I - --- `NAT Tri. 0 1 T g _ ENGINEER PRIOR TO ROUGH.-IN.L �_ ♦'- �VI.H- 15 - 20q- W/ I� F' /�BciE L 12, IZ. �� UD U > s" Tc7'�E TNE�MO`�YAT ` -� G1.u• ' '. HEAT PUMPS' I -1 -2 - IP . , HP . , HP-5, 11P 6, 208V, 34, 41 A.F.L. Q I I taf�F lI I" +` 12Alt I'' CGND[.I-r UP 70\\ �- I COMPRESSOR WITH 15KW STRIP HEATER. { , _ VI23 + �y�: IG• a. HEAT PUMPS: HP-7, HP-8, HP-9, HP-1'), .;)$V, , 81 A.F.L. _ COMPRESSOR WITH 10KW STRIP HEATER. MDI` I I I�I3 . / •, , ' ' 4. PEAT PUMPS: HP-3, HP-4, 208V 34 24 A.)F.I.. COMPRESSOR WITH I6, i� tt j 15 KW STRIP HEATER. 12\ I I Nile, ? ,' I ALL IRE GUTTERS AND FUSIBLE DISC. SWITCHES ON HEAT PUMPS ' l x ' x " - L_ —J TO BE WEATHER-PROOF. I FLU.�N IN / i 'SHE✓ �� ,, ��fes- �W)` �?.� Jr�-:. P H O N t= T E f<'M I f l A LC"OUN! ❑ -T- T 214 \ SF�'ACF � ' I�/ -I�r� IG, IC. 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Z � ;itiiiiliiiiiiiiliiiiiiiiliE � 11 i11�ili�� lliili�i� N►ISG �91-�►1�.►-�►i�4��►I���► ► £ Z - ►���I���� ►�►�I���� ����1�►�I ���►r►��� NEU 1990 i REVISIONS NO. DESCRIPTION/DATE rBY ('s ADD 1- 50. 70 A REI! DA/VEW.4:- B \t0 �,�• L --- - / - _— - -- -- - -- - _-- SCALE : = 30' - -� ----- __ 9ON/ TA ( ROA D � � I 24" CP \ _DAYL/GH T EX/S T ?O D/TCN TO DRAIN �t /5Q 0 \ \ Arno\, �` / q \\ �.. \. baaa 0 1 A0 qq �5 \ \ J N 89" 38'00",E 31/.00 _ --- \ I;N 85' lZ' S6 E //0.35 �.� --- \ � C,o � /�---,_ /647/ O RS2E PEP TD. D/ C B. \ I 60'' CURB I -- CONFORM TO EX/ST. CURB 4' 1 s• I I I — — I W I T.C/6 .0 CONFORM TO - -� CXI-6T. NOTES PL - - 'R ; 2 Q 1 REMO!/E EY/5T1A1G,CURB �PAV.EME�1/T TO ALLOW, CONSTX?U^T/ON OF /VEW I — - PRI VEWAY. CONFOFr/`� CURB AT PTS,/E> L21, ALL EXIS T/Nr PAI/EMENT AREAS TO 3E' M,4TCHEL? W1 T11 NEW CONSTRUCT/ON MUST NAVE A STRA/6HT VERT1141. FACE TO 4CCEPT A B&ITT ✓O/NT, i m 3 CO/VNF_CT 8' CP ROOF DRAIN TO EX/.S TING C.'ATCN BA sl / � I F/L L AREA /-1ATCH PAV/NG TO F_.Y/ST/NG GRATE. �5, - GRADE TO DRA/N 01 � EX/ TWO / PXRK/NG STALL � 1 N OG. a Ip / 1 1. MSN. '" 1 I� 00 SEC. A -A N TS a } 2, I c I SAP 33 LF 4-DI k / �P/PE L A TERAL TO Z Q ^ I n 6 'C.P AND CONNECT v p W p ^ _ _-__- - TO 4" WASTE /65.7 C.B C.P. j LINE AT /V A/ CORNER TO/LE T ) - ��. I H C P ROOM p . (SEE 5/-17 M-) R-ID C. NNECT ' , Z a F.H. / R /N DRA/N FFIO/`/ AJF 4 1 1165�50 , / ;' R=l0' N ' C I W/ELBOW W > 'e1 CURB RETURN DATA ► / 1705 © z N RATE/67.55' X0.04 - - �_-- A T.C. = 166.3E TC. /6- 2� /6600 CB / �,• 8-CA /40' W _ z 1 B T.C. = 166. 70 ---- +.» � 2 C. T.C. - 167. ?C' Z A h D. TC = /67.60 TC_/66.2 '" 1 E. T.C. = 168. 30 I _I —I I' ' + 5 /o a .� Building must 6e complete 2"- CLASS CIA SPI-IALT/C CONCRETE A PROPOSED according to city codes an final inspection made befor WARENOUS occupancy, —EXTRVDEo CONC CURB O CITY OF TIGAR i i I i APPROVED FOR CONSTRUCTION CITY OF TIGARD 1IT No.PER ,2 SITE ADDRESS_ �f/ L;Y 1 TITLE -- 5A_i E� - _ j •o' - 2` O CRUSHED RC.�Cif ___ -- _��� ' ~ - IL S 89' -38' 00"W2,:O — --- �� �-K'u �(J22� �'� / l _ T KPI CA L A.C. �A l//NG e CURB SPACES 11UST B RS PRIOR TQ • N TS i/ % p ISSUAN 0 I B'ItitIT P'„ANN I D T. & \-(b Y PUBLIC WO KS DEPT. By Dots JOB NO. ._.-11-79606 BUILDING DPT. _ DESIGNED_ r,.6. 13 VAlII11T� OF THIS PERM11TUArATIN RIT L B� Date DRAWN c..r w S Cf'NTIN -- - - - _— GENr ON APPROVAL OFFIRE DEPT. BY Date - COMP. - A'S"RUCTION AS REQUIRED BY x{79.155. ROVED FOR CONSTRUCTION CHECKED f CITY OF TIG•ARD DATE GENERAL CONTRACTORS & SUB-CONTRAC- SHEET NO. 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JUNE ,iill llll IIII Ilii�illl IIIIIIIII illl�illl Ilfllilll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIiII� +I IIIIIIIII IIIIIII iill ISI t1�1�i1 IIIIIIIII iiilli�ii iiill�iii IIIIIIIII �liiliili il�ililll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII liillilll liii�liii E-� • 26 '7 � 1990 . .._____ ._.,.. .< •-_ s. _ - - __.. _' -- - - _.__ __.,.a_,. _.J ...__.__.._ ._._ - - — v _ if%- M ' ./ ____ ".-___l- y � I 51 Z_F, .� �,� NO -__ - -__ _ ?yPE Mil I L F1�� 5H .- , i � _. c�-�"r'•1` �,, •4 > 1 i ♦ I 1 ,� ' � ; .�, '"T� 1i . r e' _ AN 2 �o- 1'• P, ►-} M. .�.E 1%251N1 ?/ . 14 O� - i` ` V, M. G _ /25' --�- -- - - - ?hN �o►- I 3/ilra t 1. - 7 , . � I ��� `� � -�,`a •� �l(par-, 6,:�-� 7-12-- -„� :►JE PULL \' -fir'Gia L. Tf`rP�=-fes ----- ' �1'1�.r1.7f:j �i•�i'''�1P�i �i i l:._ ._ �' ► i .- �.� c � O i CO 3 'off �'� ''�/a�+ ri �N l✓ _ y_`�: '��. _ 1/ r ;.,O�.E I I e��Tjdii� 3/I(/, r I. TIM XN ��.b -IRI M11'�N' -1�+ i` . 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'� .! �"'i'-`.t....awe.w-...,•.,� .._`'� �' - a,. .: I I I Iii I � i i i i I I I i I NOTE: IF THIS MICROFILMED 111 I I21 II Ii � i 1 i Ii I i I 1I �I 1I � I 1 I I1 1I� ! 1 I I1!� I 1 l Il Ii � i 1 l l Il � i 1 l I 1,4111 fI[(JiI 1 1Ia.I � 11, i�S1 DRAWING Il I1 l 1I l 1l � l 1 i I l 1l 11l 21 l I * • f � 1 �� �'•�,,. ,�. "`� tI THIS NOTICE, IT IS DUE TO DRAWTHE NG QUALITY OF THE ORIGINAL E Z 9Z LZ Z SZ Z Z Z IZ 7��8r �l LSI I [ bTI.I 6'1I TI III I - 8 B� L 9 I 1r E Z l u Ill11111iliiiiililiiiliiliiiliiiiliiiiiiilllillllllil�Ilillliliillliiilll�illilllliiililil11i11. ,,,1111i� i ��11 If�IIIIII 111 .. 1 IIIIIiI ,111II11i1111111 1.1 �I I,� IIIIIIII�II IU I � Iiililiillliililiiiiiillliiilllliliiiuiliuii iiliill illllliiliiillllillllll IIII►► NE 26 Av ) 1000 1 .. - Irl f .T �.� �I N. F-1'. � 1 ^r is"l - 'N PJ�'1�T 1� �-.a l-{-• Tb i•iP'�•1~• � ` 711.1- UP WITH __ .. _ TMrD� X,� ATS �INI�H lhN -:�.��- - ---- TYP TRt:�v � i P. T rl� • 7. r-:, 67', CD D MTJ�"i t . / _— ------- —_ .�_. _ _ ._.__ _ _ _ ---____ _. c3_...,� z J, Ljr -- -- --- — --- -- - -- --- —_ _ _ m a, 1 �I _ f. ;� I� �r,e,N��-r<: _._ �,_� �, � =�t�1�NuvU� I'-o{I x 21{_�{I � � 1 ger �• � C M 7 \ /� A11 2 , 1 INTftRI C2R 5T>�i �. 1 a a a °° r, Fes:�1- W!T 4•+ 1 G A-TCN, !-_xI`'TIN V I TOP OP_ _ _ i C 4) , !`,'1-r.�t,t.. T �"- - • . Tom' OI� O�� � � I i I 1 , s � DLTI--t ISN ' L, GENERAL Z � CONNECTION SCHEDULE - MINIMUM. NUKBER OF NAILS FOR -.1i0011.14)tKBERS F-- i Genal al contract,)-,- she i ! ger-i fy a. ; dimensions and conditions . ......� -. I w erCept as noted on ire in ,s �• Shop dray ings sl,.all be .equi red on reinf.o!-cing steel , structural steel , CatiNE_.TII,N _ COMMON glue laminated members, fah i; areal joists, and pre-cast conk--rete members and shall be reviev:ed prior Lo fahri _etton. Submit 1 print and 1 oa.lid Studs to plates •- end nail -lbd reproducible .for approval or corrections. Til-T't)f' �=Gr��f=�T� F,AM�L. W1T1~ V or - toe nail 4-1Gd 3. First floor shall be pennar,entl attached to walls T `L Top plates and bottom plates Y prior to bacicfillirig �;I`^ f'/'�(JLL. Oral!- against structure. I /7 M�1'�H F'�l _ •' i `�f l t-1�• t - spike, to^ether 1 o ® :'1 q.i,. This :,tructure shall be adequately braced for .:ind or earthquake forces Ilp ,nd inter.e' tions ',-1Gd each side ;oint untill the roof and .gall unity have been permanently attached thereto. 'Gf _ _ I - Floor _oists (�•oof ;�ol.st�) 5. All concrete joints shall be rough textured with x keys at center of -•------T-------- _ _ _ to plates or 'ea.;..- - toe n,.til 3-10d wa. ' s and slabs. ContracCor shall obtain strucr rrgl engineer's review _.__ �� Y - ^~ N!%1-• Blocking to plate -• toe Hall =•1Cd on det:+:s of all r,onstructlon ioints � X107 to .•.or.st-.01 Blocking to loi.sts - e,ic►: end :'..IOd _ P ' • x 1wrinated e:►rT,s 10d 0 1:. T & B staggered I'lyJood saaathing 1. Roof sheathing ",'`'" T & G ply 31. 116 .111 edgwt of each sheet and -.ells 10d 0 at inte:•_or of sheet Lod 0 F.11 o.a• i' , If4H WA-u, Tw A"qr; at .,oundaries of roof 10d ® 411 o.c. Apply 1 !�t1 0 continuous bead of 3144314 construct ion M�T=+4 �XIt"r(N'-I -- adhesive to all T & G edges immediately p1-'.o,• to F placing a'l iacent panel., : Ilessanine floo sheathing 3 ''," T & G ply 4f1 -'# -- --.___..-.----- _--� __. _ .---- _-_ _. ___ _ _._ �� I _. _ LLI at edges of ea::fi sl•net. 1 for-' ing and 1,alls ed 4 411 o.c. _ _..__ ._ � cry -6. �' � 7 1 d• �I:� at inLerlor of sheet:, qd 4 C/1 o.c. I -_—_ _ _ _ � .__ . ---- . �- � 1 {.r, �- �I�t� at ' o•tndar,es of floor Pd 0 'J' o.c. I .. �� Iri( ' f`: �T h�.�'. - _7 i Apply I I continuo s bead of 3M411 .nnstructlon i I' ��'��- i/7� iLJ ILSedhe�ive to togs of all foists, and pates itrnledi- . I •. � I -� -.-� �A • ately p,-Io- to placing panel; . �r- - ,'� 1L Lag, bolt. instillation: Pre-drill holes for lag - Z threads 1 /11/ 0 bolt = 3/8t, 0 hol 11 � �'11 Lir. S/8 0 bolt 1, 1 0 holes I I L 1 31411 0 bait t 9/16" 0 holes Soap threads of 1 age trumediar I•, p + " 1 _721 v r i o. L n _ns t al l __.__ _'_` inp, ••;ith •ronc}i only. � �� 2 �{I r � � •��� �...� Y f (• (� 1 on i ares an ois h to : : Connect_.t el . e J t:., :it Simpson .inaers to -- - deve:op tit -angth of r,errbers. - --- --- ` I _ .___ ._ __.. _ -. — _ __- __- ___ ___ __ — .__ -- ------ -. -- --.--_ - -._ -_ _ -.___ __— __-- _--— __ _____ —_ ____ _ .____ _j_ Provide standard plate Lraahie�s under heady or nuts .�_.._.— —_.. ,. _ . ____ __ __ _— ._-____ __ _._ __ —. ___. _.__� of l,olts bearigg an v•ood. _. .-- - - --- ._- .— __ ___- ____-- _.___- ____. --- _ -_ --- -- -- �t771.-17tIN G 1� " � I I �• . AT I R0.NA11.TAT10NE"T PRINT IMO CO.P011Tt ANO,011 t w . ' I' I{t� lllllllll , II ! 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' i I r1 - ?-.'-�I nLlr �nt,�G�S ! , - -=%: ��/ �� L 1�• r' /' Q ca �� �:', -S% ��✓�/.Y1� Aokte� ve ns `� �fp - ( T ,- �'. �1�. �P/l�l l �E •�1 a -- 1 r - 1 ,�w «; �+`' rt I,�' .�• !!''S• ....�f�' �.y.s^ .�........:._ -_••_-^�•- .._ .._ I • ` t ' I l�'4•�•if�C' 9 ' V/-'�.. 1. Il' ' '' A J� /1 ! I'I� 30 Lr-,V-7'c.�_ J !; r �'1�V'�' ''r/ � .r t _ -` . . . ✓ w �J 1 t //.i i '�i /•� R,I11 ^''=^,^ pn. 1' +i _NVf.'S rI";!'Ix ,r �' (`� f f"'k if AFIs" N/Nr ,j '�'{4"TJG 32"c�l/C 't'IR� r'I Af� A 04 c O• WALL TT ?t y•,• ..._.��..��... N o � � c Tl O !� I n) - ------- - - -- _._ _ I � 0 , ! - I / I r � I N >< II 1 u} to �� N'�TIEt,. JTNE'Z SNDPLOW. IrIfe�'::!tU"<p OF ��I '�\\1 � � Off'�I N F.%'� !2i�-TG'F' � l)� � \ / � ' I / `�, ! n•A �� � � � Ir. , � •-� K. ` I I ,._. r-- �' 1°' --a I ' f •��' / � •-, I \ x,,16...• -�• GG'."�S�IN�T�.- v��/' M�. ,' � 1 / \ ti��� --_._ nom/ \ 1 / �`•1 '. 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II "Ill• I I IIII I I �l III IIII IIIIIIII ILII II 1111111 IIIIIIII IIIIIIIIIIIIIIIIJII I1111� , ,,+, IIIIII1111111111 IIII. , l. I 1111111111 IIII I IIS d 111111111111111111 IIIIIIIII ,Ill�llllllil��lllillllllllll�lllllllllllllllllll IIIIIIIII IIII�IIII�IIIIIIIIII�IIICIII. NEU261 0 9g f LIVE L.OAI)S '. All reinfor--ing steel ::hall !+e detailed, fahri,•ated and pla..e,: in Y 1 1 I R ", • • • • • • • • • . . . . . . . . . . . it's pe+- s _ ft . sc-ordanc:e •ith ACI detailing mdnual 315. el w I .�„ .�"_'•. '�` �."'."„�' build u landing �aB 12 0/4 VF_ a'1 , /� / (st�o:, p as per 5 ✓f-�f�la � L � P a. All reinforcing steel shall be accurately and securely placed. M/� .� yN SBAD sno . load analysis). ' . b. Reinforcing shall not he bent or displaced for the convenience of arf+i Floor(Mezzanine)- . other trades unless approved by the structural engineer.4LPlZ''01d. N ! ✓ Vaiv jn� P nAnJ i_ � c. Splay reinforcing steel around openings with 1" in lt " pIaY unles . e vf t Wind. . . . . . . . . . . . . . . . . . .. . . � other iso .shown. 1 , .• . . . . . . . . . .. . . . . . . U.Il. ... as ' lbs per s,l. ft . , d. Minimum cover from concrete uurfaces to reinforcing steel shall be., �•'�+ '�-r• � �� " P14,N Ic/ !_ t__ .rr :�- �' (011-11 3" i- i ,"'11 t o bottom of footing ng ,'•G-G 1 ( -Yr-' Sdismi.:• • . . . . • • • • .• U.B.C.•B.C. zone 11 1 7°, eriltion• 7= centerof slabs on ' DOLMA f/vN � ' r� t7 1FA CC �. c , --d-$-' i rade l?rrq crr,f :' .� _YTi_N�,I01� �� center of all tilt up walls _Z _ 1 w I FOUNDATIO14S .rte c:. �" Cr e. Lap all bars aminitnum of 3h diameters except as otherwise noteu : + �.t= �- t/ •••-fir E. El a -tri :al conduit shall be placed near renter of nl ah , o 1. Fo•ndation sizes are based on a total loan hearing soil pressure of A Q STRUCTURAI. STEEL. AND MISCELLANEOUS IRON lies per sq. ft . 1 / �•;� . �� PANICsL G�r�N. fit? d�-d`v/.s. �--' '" w , S V ' a } I�AAjr, i Foundation elevations sho�.n are to bottom, of footings and are basic 1 • Structural steel ;hall conform to ASTM A•36. t r hid elevations. Structural tubes shall conform to ASTM A500 or A501 . + � \ 7 7 3. All footings shall be founded on firm undisturbed original soil . J. All fabrication, erection and identification of structural steel shall U4 / 4. Al: footip s shall be a minimum of 1 ' - 6" conform to AISC specifications. 1 g' helot. final grades or P ?• 2t x�ryG+N,,cr, f ylr ' - 0" below existing grade, whichever is lo.,ee. All welding shall conform to AWS specifications. I I OF �'�Z All :disturbed soil shall be removed by hand operation frena foottro- All welders shall be certified under AWS specifications. iv F � ��•�r`l�' '� excavation :o neat lines. �Q •� � �� - 5. All members shall be .•onne^.ted with semi-finished machina bolts unless Q • '� ...-_�ilj 1� Atooe L/N �'° L /itsAll disturbed sail shall he amoved by hand operation from footing Shown �i. pians.iTom, / /� , . ` excavgtion to neat lines. E iv 11 t 04 t. X ST F7 �t FRAMING LUMBER BER N yS/n(Z r�� 4}�� �/4/yfJF�,• '' --� ' I 1 ' 7. Bottom of footings shall be stepped from elevation to elevation at F . 1 . A.1 . taming lumber shall be Douglas Fir or Larch graded to 1'a'S stand- ..=now „A,��,,,�„� ���„� ,- ���,» .,�� • - '�" horizontal to 1' 0" vertical steps or shall he sloped noC W k M•,. -,_ , ar,.i grading rules # 16 for Test Coast Lumber. ' to exceed 1 vertical to 4 horizontal when apptoved by the engineer. a. Interior wall studs - Fb - 800 } u. ,foists - No. . Fb � 1250 ° CONCRETE CAST IN PLAC16 Beam:; - Fb = 1350 No. 1 �A . L 0 G V 1Z r /\� .J � iV �' �i�/Y� ' 4. l.• ' Irt / �� d. Fosts - No. 1 Fb 1200 I•' '- All concrete shall develop a minimum .'h day laboratory cured compresive e. Blo�tiin laces and bridging g• P Standard Fb 600 C NQ �Gf� LJE: , 1 �- cylinder strength of : 500 P.S.I. for foundations and interior slatis All members 3 x or less (least dimension) shall be kiln-dried. C ` I►/4,�,rA.(,� on grade O 3000 Y.S.I. for other .,oncrete exposed to elements i • P -ovide soliri blocking (same depth of member) at all points of bearing. v C 0 �. All latcis and ledgers in contact with concrete or masonry shall be j 3000 P.S.I. for interior slab on g-ads p g CONCRETE -• PR)E-CAST pressire treated. Ledger may be separated from concrete or masonry ►- (J) with 3� 1;),. al.phaltic felt. Q? INT]w1210'� +�f NI�W. . J . All concrete for. pre-case concr©t.:' tilt-up %alls shall be normal ,'eight roe= nailing see schedule and drawings. 1 aggregate concrete with a minimwn .h day laboratory cured compressive PLYWOU ShEATnINC .0- " 111'W cylinder strength of 4000 P.S.I. V 1 . All plywood ..heathing shall be CD-structural II grade, unle3s otherwise Pre-cast tilt-up wall panels shall be ,.ast to the dimensions shoc'm on shown, ith exterior glue manufactured in accordance with product stan- �i 0 — � J ryFt�t cd MG• wt's I the dra ings with all reinforcing steel and inserts in place. dard PSI-"• . EP .--) / _ - Slabs reinforcing atxi inserts shall be approved prior to placement a. Roof sheathing �i�N" index 3. X16 t & G O 1 Af_ � Y ¢ �~ of con,•.rete. b. Mechanical floor - 3/4" index '8,' T h G v b < xr',7Mr CONCP,EI'E REINFORCING STEEL Plywood sheathing shall be laid ith and joints staggered. q r� ate' ^ `a•» ��c.s" s 3. Blo,.k. all wall sheathing with x '. flat blocking at all edges . f1�1'r � N d.(p I . All reinfor sag ,t.Gel for .oncrete shall conform to U.B.C. standard! Nail as per sl:heaule and dra',,i gs. 1 l '' � �� 3 and ASTM A l ad 0 J 1uses. a � f ! it r O ) ��, [• Z G� Y . 0'''J No. r ti `; grade 6 for all r 11 � .'. Lay out ply,:•�_�ud to eliminate any width less than 1 - 0 b4. !.. r .�. � d r \ � �'� �- S'TUT>5•Ip4r �G Al' .:elcled sin+o ging steel , metal inserts and connections shall conform to U.B.C. standard No. '6.8-73 1 )_I .,'_'_ '. ?,: � inl 7" ryN '�'v,'F'.'fN/C f- 'r� !►�;f Vel..F rr� t l a • r 1 r ' »x x►� //y 3• Reinforcing (minimwn unless otd,,.raise shown on plans) L G� G4lL,.-!IV S�R T..yi/f �.,. �.� � PN/t�P UI/,E',?/•�r .:C•�.&.'4V 7 -,r_��"TW1t�'f:� _ _ .. ,, a. Rc�i n f.o r c i nK for walls 3 G'� �t PIGS � I 'moi. P r•1 _ �. �, - 4; , � r1 ver hori ontal #1 c. D /60�.']" /�1� G1•�12 ` _ •• .... __L., . � tical :h` ^A 1� o.c. ,� ® 12c� o• �Qr ,� �� ,�?� T/ ,t.► lJ�►`rC...___ �•� b - vertical # ® 151' ¢ 5 ® 15" o.c. o.c. hori��onta..;< PI ace - t 5 continuous at bottom, top and at discontinuous ends -- --+ of all' foundation, and walls .�� '�' _ ... �' r�faRl•rY VF-9IFY, P• Place - U" x - 0" bars•at corners and intersectluns for walls �!''G � /�//l:Y� and foundations equal in size and number to horizontal reinforcing. 1 0-1 5 67 6 • A P4 pAowl- -T s ll__1 1101 6w 41 7 1 IP MARK ! �i 'F ►GT'dla.'Y raL'la� LLQ �./ L(ox Co itS*xD•3/li W/ �. '/4 x "34 co" S 4.OT''EG+ NOt.ES \ ..► .� ..r _. _. _ .a7N�►l __. F _ _ -�_ 1 11-1 r, --PLNW t"ot Sly ## 2 �4 W I L DOLT, 5/'4 0 W I I- I N S 1•,r? r - S 6e gl. _. "'..._.' ' - le►•-....,..`� L_�,r`��?�x /g Z, o�';�t>,. FOR �aLa�K- Qu coI►HE►�SIoNs , MARK C)M s CQ. I PTI O� ' �J 5 Tle AT 'TOFF pQN L c0NN cT,o►� o^1L.Y 5> �X>>ya ,�d-9'9 Fa. wi-rw Z - 11/4• x ''31 sLo,?rao wo1<ai -� 4--+— T4-J?J•AANF-1. 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