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9730 SW SHADY LANE-2 d' o- S P E C I ]� I C A. _ T _ 1 0 N S B. Nailing DIVISION ELEVEN - SPECIAL EQUIPMENT (by others) m _ DIVISION FIVE - METAL g schedule <.p } ❑ �IIV{SION ONE - GENERAL REQUIREMENTS B. Paving - A. General conditions " A. Steell 1. Framinglumber to be nailed as follows except where m ' 1. All paved areas to receive 2 minimum compacted DIVISION TWELVE - FURNISHINGS b others) �� ,,; �' p shown oth erwise ort drawings: ( y I a a thickness of Oregon State Hlghwoy Division spec. g _ a a < W a I. These notes are generul in nature and are intended to set "Class C. asphaltic concrete over 6" minimum corn-- 1. :structural steel to be ASTM A36 welded per .AISC � � ❑i o a d minimum standards for construction. The drawings shall pacted rock base. Bidders shall provide alternate price Specifications - joists to sill or beam ----------- (3� - 8d not used-- govern over the notes to the extent shown. to General contractor to substitute "Modified Class C" -- bridging to joists h blocking --- (2) - 8d ea. and �� DIVISION THIRTEEN SPECIAL CONSTRUCTION ) spec. A.C. 2. Provide all necessary onc`rr r bolts, btrap anchors and - sole plate to joists �------------ 16d O 16" -� x � 2. The contractor shall verify all dimensions and conditions other items as shown on the drawings or as otherwise - top plate to stud -------------- (2) - 16d and nail DIVISION FOURTEEN - CONVEYING SYSTEMS (not used) cc 0 0 on different drawings and in the field and notifythe arch- required to complete the work. Machine bolts to be - stud to sole plate ----•----------- (4) -- Bd toe nail - --- itect of any discrepancies before proceedhg. DIVISION THREE _ CONCRETE WORK _ ASTM 307 except where shown otherwise. -- double stud ------ ----- -------- 16d O"24"o/c E i�w L" - double top plate ---- ------------- 16d O 16 o/c DIVISION FIFTEEN MECHANICAL Ir-•-1 0: 0 A. Concrete 3. Steel roof beams tem arid roof deck, - to I las & intersections ---- 2 - 16d ea. end 3. Contractor to provide oil necessary support for walls and � P P • P ( ) 4 0 floors prior to completion of the vertical and horizontal 1. The A.C.I. Stannard Specification for Structural Concrete purlins and tie rod lateral bracing system to be - cont. header to stud ------------ (3) -- 8d toe nail A. See Heating, ventilation and airconditioning design by others. � load systems. designed by metal building manufacturer (Varco-Pruden or - ceiling joist to plate ----------- (3) - 8d toe nail forspecifically Buildings, .:CI 301 shall be `allowed except for items approved equal) using standard components. Manufacturer to - rafter to lata 3 - 8d toe nail A pp q ) g p P ------�----------- ( ) B. Plumbing system design to be provided by the contractor in strict specifically stated otherwise. provide all required structural calculations and fabrication built-up comer studs ------ 16d O 24"o e " Z 4. The contractor is responsible for safe jab site conditions. P q - P --'-- / compliance with oil governing codes and regulations. Use Dektlte Z details. or equal for all roof penetration. All m4cAanlcal lines to be run .. 0 2. Mi�tlmum comproaaive strength of concrete at 28 days sholl Ln 5. A.1 bidders a►• responsible for verifying any and all on- q. Shop oxime point all nun -imbed materials 2. 3/4""floor sheathing to be nailed w/ 10d common nails plumb and level vhare possible (follow th nes of the building). w V W be 3.000pal at footings and 3,750psi at floor slab. Maximum P P 1 site conditla which effect their work. Report any dla- a: 6 o/c at all panel edges and at 10 of c at all w a crepancies between the drawings and actuol itii:e conditions alt:mp 3holl be 5". in pp P g system Intermediate supports. C. Provide pro er underground monoxide exhausts tem U) to Architect. DIVISION SIX - WOOD .AND PLASTICS " - See Mechanical ,drawings 3. Clean all footing and slab excavot-ons of loose material - -- - 3. 5/8 gypsum wall bunrd to be nailed w/ 6d cooler nails at � before pouring concrete. A. Framing lumber and plywood 7" o/c of all supports. D. Provide ventilation of all enclosed attic spaces. C4 B. Design Loads 9 P Yt" � 1. Roof live load ------ 25 psf w/ consideration for 4. Backfiencaselow footings ll all pipe trhbfootii.rituean lDIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 1. Framin g lumber grades shall be as follows except where � --- - E. All Mechanical sub-contractors to secure rtquired permits and ap•- � H I n drifted snovv concrete. showotherwise on drawings: A. Prefinlehed metal roofing to be by and Instulled in provals and pay applicable fees. O CD 2. Wind -- -- - -----80 mph / exposure "B" acordance with the specifications of the metal building manu- CQ B. Reinforcing stec+l - joiste,beame and stringers ---- #2 do Btr. Doug. Fir facture` (Varco-Pruden or approved equal). Prov!de all trim and a+ IQ 3. Soil bearing ------ 1,500 psf (assumed) - studs -------------- ------ --•- ---- Stud grade Doug. Fir flashings as shown on drawings required to make exterior DIVISION SIXTEEN - ELECTRICAL 1. All reinforcing steel to be ASTM AE-15 GRADE 40. - bucks, blocking and bridging -- #3 Douglas Fir g g or as per•minantly weathertight. Make proper allowance for expansion -- 4. Seismic -------------- Zone II per U.B.C. a - plates or sills on concrete --- 2 bressure treated and contraction. All trim and flashings to be 24 gorge material A. Electrical system design and engineering to be by others in P 2. . lace all reinforcing per A.C.I. Codes. o glan Fir compliance with all governing codes and regulations. All except as shown otherwise on drawings. P 9 g eg 5. Second floor load -- 145 psf total load at storage areas 3. Lap all continuous baro 30 diamntera minimum. - posts --------------------- --- #1 Douglas Fir _ exposed electrical lines and conduits to be nin level and rn B. Roofing to be Varco-Pruden "Galvalurr�e " �x approved equal 'installed plumb where possible (follow the lines of the 5uilding). o M " 2. Second floor sheathing to be 3/4* INT-APA underlayment with stainless steel fasteners per manufacturers specifications. use "Dektlte" or squat for all roof penetrationb. Electrical t C. Construction type to be Type - k N per 1985 U.B.C. 4. Provide 24 x 2-« cc-nor bars to match horizontal grade, T&G. C-C plywood. Index 48/24. sub-contractor to secure all required permits cnd approvals d l , reinforcing. and pay applicable fees. X i : DIVISION TWO - SITE WORK DIVISION FOUR - MASONRY 3. Glu-lam beam shall be Douglas fir - 20F-V4, w/ 100% water C. Insulation to be as follows: O O M prod glue, Industrial appearance grade S35 with AITC 117-85 - at all metal roof (3") vinyl faced glass fiber m 0 at all open framed walls (3") vin faced glass fiber rr A. Excavation A. Structural concrete masonry units shall be lightweight certificate. " R A W I N �l I N E X O z ' units confornin to ASTM Spec. C-9 Grade N-1. - at all framed Enteric` walla (3 1/2") glass fiber a CO 1. Excavate as necessary for work shown on drawings or spec- fm shall be 1350 pal with no special Inspection re- 4. B.iltheads bearing on wood (including foundation anchor - above all suspended ceilings (5 1 2") glass fiber (R-19) SHEET COIF!TEN TS m M ified. Allow ample space for form work. Leave bearing quired. belts) to be provided with standard cut washers. -- at all framed floor/ceilings (5 1/2") glass fiber (R-19) surfaces undiaturbed,ioval, and true. " - at all un-grouted hollow masonry cell - pour full with 1 SITE PLAN / SPECIFICATIONS _ B. Grout shall oe highly fluid concete mads with 3/8 vermiculite type insulation. 2 FOUNDATION PLAN / DETAILS 2. Excavate for exterior footings to firm, undisturbed soil max. sized aggregate and having a minimum compres- or compacted fill to a minimum depth of 12" below exlsting slue strength of 2,000ps1. DIVISION EIGHT - DOORS AND WINDOWS - see sheet �4 for specifications 3 FLOOR PLANS FLOOR FRAMING ' grade and 18" below finish grade. Notify the architect of 'S". s • any unusual conditions encountered in the footing excavations C. Mortar shall conform to U.B.C. Type DIVISION NINE -- FINISHES - see sheet #4 for specifications 4 ROOF FRAME PLAN SCHEDULES D. Wall construction, grouting, and support of 5 SECTIONS DETAILS ■ '+■ 3. Backfill and compact all trenches below caved areae reinforcing within the wall shall conform to chapter with granular fill. DIVISION TEN - SPECIALTY ITEMS (by contractor) 6 SECTION / DETAILS ■s>• 24 of the U.B.C. _ ■ ELEVATIONS LS LAi DSCAPE PLAN VICINITY MAP ti f EXISTING HOUSE AND GARAGE CATCH BASIN - RIM 8' 164.62 ElEV. Cr HOSE BIB IN TO BE REMOVED - REMOVE AND BACK- `'� AT 140.5' ELEV. o °s 1IP 014 "- CQNC. PIPE 4ME1 L `D' FILL SEP T1C TANK - ascaNNECT AND 6' HIGH CHAIN- �� ;��% CABINETRY DETAILS 10 3/4 IRON _�__ o CAP-OFF ALL UTILITIES BEFORE DEMO- 1 LINK FACE PIPE 4 � ROOF DRAIN COLLECTOR --, _1 \ 17.65 \ � � 12.28 D.S. - \ _ - - D.S._ - S 0' 20' 58" E 200.45 - UT10N - - \ - - - - -- - 1 - -- - - �- PtarinNc \ \ \ GRADING LEGEND f 7`7LANTING I \ --- © \ \ \ X63 APPROXIMATE PLANTING `• \ EXISTING CON TV"i 8" C.M.U WALL -~--' \ \ � \ � \ \ � � 3 4 5 8 7 8 9 10 11 ,bk SERVICE RECEPTION \ \ - -_� FINISH CONTOUR CANOPY ABOVE TYP. EXTRUDED \ \ \ STORM DRAIN -DAY � 1b<L E"I CONC. CURB o \ \ I \ LITE Al' CREEK 100 t / O \ \ \ \ I \ \161 FINISH GRADE AT ' C-5 y e i 4 CONC. SLAB .� / \ \ \ \ TOP OF A.C. PAVING IW-e W \ \ \ FINISH GRADE AT �' 0 4 \ \ \ \ \� \ \' \\ TOP OF CONCRETE � V ) 04 I I 1 ,, _ 4 �' " n� •r 8 SPACES • 9'.-0- m 72'-0" \ 11 -8" _ \ \ \ \ MOO EXISTING ELEVATION �t 18 -0 5 . ! 0 \ 3G-0 13'-0Ir 10 � ) \ A - _ 162 T5 4" CONC. WAIN / \ \ lJ ROLLING CHAIN- F 'n (EXPO%. M AGGR:GATE) LINK 6 HIGHGAIES I \ J \ I \ w �� .s \\ L'�. \ n 11 i PROPERTY TO BE DEDICATED L � i �i TYPICAL LOT PAVING WITH 2" MIN. OP OF1 SLOPE OW }' � o � I I` �I FL THE LAI OF TIGARD IN ih < a �." COMPACTED THICKNESS ASPHALTIC � fr I I a � � / n \ � � \ CONCRETE OVER 6" MIN. COMPACTED GREASE INTER- FLOOD PLAIN E-4 ' v fl a of i / .� \ \. \ - CFPTOR TRAP PER 1 1 I ® I \ X. \ \ ROCK BASE PLUMBING CODES \ I ' 1 1 ` 1 i I ? F :D v \ ,� 1 WI Z \\ \ � _ 16� • I 1I1 \ 1 � ' CL \ ,\ \ `.. \ \. \ \. \. TRAFFIC GRATE \ Q d Z 1 2 i \ \ \ \ \ \ \.\ ` \\ 4" CONC. sub RIM AT 162.5' APRON I .__ _ \_____ -___-- -- -- - - . --_ _ Z I I I 1 DEVELOPED SITE ARES► SHOWN 18`786 �tg.ft, \ \ \ \ y \ r -' - i I PROPOSED BUILDING UREA 5.120 sq. 27.3% \ \ LANDSCAPED AREA 3169 p.ft. - 16.9% N z� 'o H.D. \ 4" CONC. Sub ;.� T I I III 1 NATURAL GRASSES Ar SLOPE X667 sq.ft. - 3.6% a �F I I I \ I It. I 1 PAVING AND SIDEWAL< 9,830 9%ft. 52.3% 0 ® F 3 7E< GAS FEED _ - - \ \ , ��A TOTAL ROOF AREA 7,589 tp ft 44.4% °4-+ CO - ay �-�J BICYCLE RACK - �j / \ `� \ \ \ / / I I i I I PARKING SPACES PROVIDED 13 1 SPACE PER 442 Ilq.ft. BIG. AREA W acri 3 I BREAK ,N �1\ \ \ \ \ \ \ \\ \ \ \ \ � \ •. o I ! I /�I� �!/ � LO 0 a. < CURB \\ \ \ \ \ \\ \ \ \ LEGAL DESCRIPTION: - I I 1 1 a ❑ . g l 1 G� I I\ � \ \ \\ \ \ \ \ \ \\ \ \ \ SE 1/4 OF SW 14 OF nr.T10N 35, b i I I i I CITY OF,T;3ARD -7 I I METER d L\_� y� s L\� 11 TOWNSHIP 15.. RANGE 1 W.. W.M. H.B. > , 1 Approved.............................................................1 I: v, PROPOSED BUILDING TAX LOT 800 1 CANOPY ABOVE I I I I Cr�nditiannlly Approved ................. ...................... .7/ [�,}r cr 1 MAP IS 13580 eq 13 12 I 1 I I For only the tti�or cs described In: l I I 5,120 eq.ft. ;iAAIN FLOOR CITY OF TiGARD, WASHINGTON COUNTY "I i IPERMIT NO. 1 I 1,152 eq.ft. STORAGE LOFT 1 23.26' i I I 1 I Soo IOU:,,:0:Foo:ow................................................ IL E [ '� 4 140'-0" 22 8 SANITARY SEWER TO /'tt 3c'1................................................[ PROVIDE HALF-STREET -- - _--- -------t--- -- _.___ i I EXISTING AGENCY MAIN AT CF`ERAGE __ ,' • 1 FLOOR SLAB ELEVATION 163.75 / Job Addre= IMPROVEMENT PER � --+� CITY OF TiGARD SPEC- 1" %TER �--�- \ j _ _ / � )) I i `� �f�; \ D, U i t� 125 t -----.T ,- 'r.�.�.:�.�� r� P R N D, U E u J Y} ME PLANTING / I IFlG20-0ONS 5 - l�. c-G --a• Bv: Date: �� / N - ---- 2 WATER �� / / / ZX /i / / /i - l� OF Q f I \ \ • SHEET- No . OF - - D.S. D.S - ,. - - i - -- - - --- D.S - - [ \ •�-\ .� _.__ -- - TUALA�AELEY FIRE t'AIISHAL OFFICE . I I N 0. 20' 58" W 216.93' o -- _ - AIR COMPRESSOR APPROVED . . . . . . 4"Il RCrIF DRAIN COl1ECTURNORTH WASTE OIL TANK -- v' 184.98' ELEV. (TYPIC L) r rsp_",�NSITE PLAN (�0VE GROUND) � C.G. .ZONING R-12 ZONING CONDITIONALLY AF'F'i70VED . 'TRASH DUMP�TER - APPROVAL C)I' PLA NOT APPROVALIO KAV SCALE: 1" 10'-0` 010im1C7Nls Un t Tri. SVO,ATf ra PERMIJ 1\10. 8917'-36 � PROJECT NO. �. OF111 MUM I •FRA�N•! 1.VNINf f.7.►OIITI ANC iA - ' ..1. 1111711711111111 1 '- ,..,,.,,�.. TN•�..,.... I I I 1 lI Ill 111 til 111 1 1 1 I I I I [ I 1 I I I 1111 X11 I III 1 1 1 1 I III 111 Ill Ill 11111 P I�111�1 I�! III III Il I I I I 2 _ 3 4 5 6 7 8 9 TIO I I 12 = NOTE; 1 F TH IS M[CROF I LME -_-- DRAWING IS LESS CLEAR THA, THIS NOTICE, I7 15 DUE TO THF QUALITY OF THE ORIGINF - ------- DRAW -- --- -- DRAWING. OE 62 92 LZ 92 SZ bZ EZ ZZ 12 OZ 61 91 L 1 91 11 b I E I al 11 01 6 9 L 9 5 b E Z Illllnllllnlnllllnll111tIIIIILIuIulII11uIIIrII1111111ulllllllnlhlllllllt�lul1[ulllulullluui111111iuln�llltlllllll�IIIIIIIIIIIIIlII111Iu11�1i11111nI1n11n1111ILIIIIIIIIIIIIIIIIIIIIOIIIII�IIIIIIIiI�u!IIu1111nlllllllln1111lllllu�lfllnllliullLlnUlllllln11111111iIIIW1111M APRIL, 11 1991 .r J- I A Cl -- 4'-0" x 4'-0* CONDENSER PAD FOR HVAC C D --- 52'-0" 29'-4" 8'-0" _ 32" 12'-0• 40 5'-0' DOWER TO MATCH `I 20'-5' - 7"� -B'-b"- 2� 10• — -- -- - - --- --. - VEP7. REINF. ._..__ o PROJ. 30 DIAMS. 6' - _ `� m o n 1 t -- I R.0. 2850 J2 \) 1 h I - I # • 8' o/c V. _ w tU~ I L -- - - --N - --- - _-- - ----- _ `t1n I M ' ----~ cD SEE 'dASONRY WAIL \ 8• C.M.U. WALL • 46` o/c H. \ - - 8' C,M.U. WALL — a aac I u a .� REB .ON T. A T TOP J Wcr I I ( - ------- ---- -- _� _ I I J c L - T g t 1p, 2836 - of x d I I A q I I - I I REINFORCING I I I B SCHEDULE ~-� r / DOWELL TO MATCH 6` 1 2 J2 2850 1 (2) � BARS CONT. 8 C.M.U. WALL / PR DiAMS VER�REIN TO MATCH ,� I I I - I I �� I I XO \ AT 3 CLR. OF BOTT. �" VERT. RE]NF. OJ 30 6' E—+ W Z "t ALTERNATE 4'!!1" I 'o I o c 11 J2 I l \ LEG A7 FOOTING EVERY OTHER PROJ. 30 DIAMS :Doo 1 I I I I I I 6x6 -w1.4rw1.4 W.W.F. .ILL MASONRY WALL • REINFORCING F.F. SCHEDULE \ � Z L_ 2626 F N I I N r I. ', I �, I I I REBAR 1 1/2 CLEAR OF TOP 1W. - - \`J CONT. AT TOP --- W XO W rF- - L - I C-=J - - 4 +- -- - K - j I I I - - - -- -- - a ---- 3030 EXPOSED __ �I '�' I G I I �� ' - I- ! I I I o v i - ,___ K J1 _T ; AGGREGATE I I i , , -III I I --I � r . I I '� r <5050 _ 'I 1- I CONCRETE I I B1 I_ 04 A SIDEWALK I 1 /-11 I e --- I L 1 I EXP05EU ` ' 81 Q 1 �0) I I - cv5 - --- + AGGREGATEi ( , — — 1 (-* �. I i .-�� I I- i I III 14 I--III- 1 1 2626 L __ __.J /� L CONCRETE i - I N I I I I 4 O D0�i� - - I � O Q � O - 1 i I -I I bo O 0 W > 1- 1 11 8'- ci -� f/ D I 1 I I Lo I I I _ ' - Q d I i- — w _ I I d - C ii cc I L--- - _ :j:4 -- Cry r----->;-s- - c L 1 ;_ \ J2 I , I I I I C 30301 J2 • Y I M I I I I 40 8• I- i- 4' 8' I I 0"-I I 40'' ' 24 142'-0`__ 32" - LTA_1 '-Ow I I I - 8• - -8 - I --- - (2) #5 BARS CONT. 11� r R.O. 1 B 16' - AT 3 Ct R. OF BOTT. m I I I I Jt _ R.d. I _ - _ ----- I L--- - _ J L - -- - r 24 -- 16 I - �o 05 BARS CONT. ___ -- - - - -1 _ -- - - -- -LL -- �28 _f �------- --- - ---- ------ Ln H OPI:. AT)30 CLR. TT. ON I L _ l_- A B M ' a C4 L � c - C J3 I 10D q I - P1 2838 4- .I , -• -- -- ------'-- - _ -- — '.M.U. FOOTING B C.M.U. WALL FOOTINGrA%� C INT C.M.U. WALL FTG. C1 \ 4040 I I A rj 1 163.7' 2 SCALE: 1. 1' - 0" 2 SCALE: 1` 1' - Ow 2 SCALE: 1. 1' - 0' 1 7 _ C.J. J4 ND FOUNDATION PLAN I I / , 1 - o 1 4 I C.J. 2 SCALE: 1/8* - 1' - 0'cc) M I 2C14 I X Ir I I N I Z � Q M I { 2850 P2 ` W I 1 - - R CONT /4 BAR 40 CONCRETE m 0 (O /- J I 'M. ALUM. STORE- CONT B� 1/Y FIBER EXP. JT. AT � k STT' 2x4 STUDS AT 160 o/c 2x4 STUDS AT 16` o/c Z_ M I 4646 I I M 'FRONT SYSTEM 6•x6'-w1.4xw1.4 W.W.F. w G.W.B. BGTH SIDES w/ 15/32' COX PLYWD. a m I I C.J. J5 AT TOP Ik BOTT. CAULKING 1 I/2' CLEAR OF TOP TYP. / & G.W.B. BOTH SIDES 0 � - _- 1 - 1 CAULKING �. _ 2x4 PLATE w m I I F I 6x6 w1.4xw1.4 W.W.F. 1 1/2 FIBER EXP. JT. .\ 10 1/2 0 x 10 A.B.• -1 I 1 1/2' CLEAR OF TOP TYP. 2x4 PLATE w/ I I i 4' SIDEWALK / n SLOPE DISCONTINUE W.W.F. AT C.J. AT 72 o/c — 5/8'0 x 10' A.B.'s REDWOOD 2x4 AT 24' o/c PRffORMED KEYED CONTROL JOINT O EXP. AGG —` (2)- X14 BARS CONT • I Al I 1 TYP. 4' CONC. SLAB w/ N I Al .�_�°� /'�, /d 4 -TOOL FINISH EDGE CONCRETE (2)- ,�►44 BARS CONT. rJ I I 6x6 - w1.4 x w1.4 W.W.F. 5 Q - I AT IYCLR. OF TOP I I Q. C.J. 1 `� O4 ,jo. oIj / /--¢--�---/ . / /t / -/ �__ / -�--�-- <J4 O a d Jc� N r - � I � � �. \ d Q b ac) � d � `bo 4 .� a00 . O Q •- � �O p - -►/V� °QO C.J. 1 N 1 %0 c0 00 o 1 tf I O 'o �J v 40 z Z I -_f �l A Q vi i I a / 1 1 1 ® e N Z 1 �� I - - I T II -� 1 I 2850 P2 1 1 1 1 I I I 6 I I I 6' -- - 12' MIN. 16' 160 ��J � I _ C.J. �� `�\ - --i JS - - C g IrDE SLAB AT DOOR rF*"� CONTROL JOINT PERIMETER SLAB EDGE I F I -i 1 w' 2 SCALE: 1• - 1' - Ow 2 SCALE: 1' - 1' - 0• 2 SCALE: 1' - 1' - 0' 1S•• SIT). PIPE GxUMN * rG FRAME BNG. WALL FTG. H SHEAR WALL FOOTING I I C.J. o I 10' x 1/4" x 10" BASE PLATE 2 SCALE: 1' 1' - 0' 2 SCALE: 1" 1' - 0" I I F I 1 w/ 4)- 5/8"0 x 12' NELSON STUDS :j 3/16• 1 1 1 O 8� o/c EA. WAY I I �-TYP.I 4• �� w/ 2'-0' ~BO� F'F� � �, F� �� ,S0f JRY REINF0RCING SCHEDULE � o_-- I 6'x6'- w1.4 x w1.4 W.W.F. 5"x6•-w1.4xw1.4 W.W.F. _ I I J4 I AT ll 'j'CIR. OF TOP / 1 1/•!' CLEAR OF TOP TYP. OF STANDARD 0 PIPE COL - i I I MAX CONTROL JOINTS #3 Q AT 16" o/c I MARK DESCRIPTION VERTICAL REINFORCING HORIZONTAL REINFORCING 1 -- - 25'-0* o/c w/ (3)--- 3" o/c TOP 10' x 5/8' x 10` 1 _ _ _ _ 1800 CATCH BASIN BASE PLATE w/ r�-} of I I �� w/ TRAFFIC GRATE L1 A I M N4)- 5/65x12• I J Wl 8' C.M.U. WALL #5 0 24' o/c AND END AND CORNER CELLS #5 0 48' o/c - (2)- #5 0 TOP w V ) IYP. (7)- PLACES I �' I J 14"0 PIER _ o I • 6' o/c EA.WAY I I die -J Q (4)- #5 DOyy�S L I S W2 8' C.M.0 W°1Ll ; 5 0 32' a/c AND END AND CORNER CELLS #5 0 48' o/c - (2)- ;�5 0 TOP � I I 2850 P2 Q \ / / / 0° 8' x48' (GROUT • (2)- Its A> TOP r _ - —_- - -_-��_ H1 SOLID 6 - COURSES x L; 0 16 o/c (2)- i� T I I C.J. N <4646 I �� ` / °. . p o. c. � w O ( ) ) A BOTTOM N -- J5 g CJI , iv C)D °o I 8' x 40' (GROUT x 0 16' o/c (2)- 5 AT TOP COO 41 0 I I , I H 2 _ _ SOLID 5 COURSESE (2)- X16 AT BOTTOM I I co LTJ -cn H3 8x16 (GROUT (2)- #5 AT TOP do BOTT. E'4 I O -- SOLID - (2) - COURSES 11 E 1 I n - EQUAL EQUAL - - - _ - Q 8' x 6'-0" (GROUT 0 16" o c (2)- 5 AT TOP W H4 SOLID 9 - COURSES IIS x� / (2)- #6 AT BOTTOM 1 I 1 Q SEE FOOTING SCHEDULE 0000 ( �- I 1 JW2 �4 N -- a � FOR SIZE AND REINFORCING H5 8' x 40` (GROUTx0 24' o/c (2)_ /5 AT TOP C.J. _ ao rj 1 -- - SOLID i (5) - COURSES 6• (2) #6 AT BOTTOM W L--- - _�. - , _ cn ao 1 I I I- o d. �-- DISCONTINUE W.W.F. AT C.J. - K PIPE" COL. FOOTING • 1 REDWOOD 2x4 �� I I 1--- II EQUAL E -- PREFORMED KEYED CONTROL JOINT 1 sCAI>`. 1 t 0 J1 8 C.M.U. w/ (2)- ;�6 BARS V. IN EACH OF (3)- CELLS - (6 - BARS TOTAL) ® 0 C:) F 1 I I 'J3 0 1 -_- `__-----_-_ - _-__. -- -- -TOOL FINISH EDGE � L I / __ g a I SEE FOOLING SCHEDULE 0000 FOOTING SCHEDULE J2 8' C,M.U. w/ (2)- X16 BARS V. IN EACH OF (2)- CELLS - (4 - BARS TOTAL) w � C" z A I ro I ---FOR SIZE AND RONFORCING z r--/ o a / / - -/ MARK SIZE REINFORCING - -v- - G.J.I e a La °�O P 2'- 6" x 2� -6" x 12" (3) - �4 EACH WAY m J3 8w C.M.U. w/ (2)- #6 BARS V. IN ONE CELL - (2- BARS TOTAL) a T ---- ----- --- - - --- - - - - -- J PIER DETAIL �. o O 0 �� -- - -- - I 1 ; �_` / I 2 SCALE: 1" - 1' - 0" v, -� 2'--8" X 3'-6" X 12" #5 0 12" o/c EA. WAY Q J4 8' C.M.U. w/ (2)- 1115 BARS V. IN EACH OF (4)- CELLS - (8 BARS TOTAL) �'-j BAS TOTE O 1 _ I f W � - w A CENTE"ED ON GRID LINE - - --` `� OF SHELL ` �:� I TOOL FINISH EDGE — _ =< 2'-8- X 5'-0' X 12 ; 5 0 12 o/c EA. WAY -_ W2 I - 12` MIN. 3'-0" SQUARE x 12" (3) - 4 EACH WAY I JS 8" G.M.U. w/ (2) 5 BARS V. IN EACH of (5)- CELLS - (10 BARS TOTAL) r� Iyyl� _ / _ --- - -- -- - �_ CENTERED-ON-GRID LINE-_.-- - W -- ,� r�•� N I I _- 4'-0" SQUARE x 12" (4)-- #5 EACH WAY - _ -- PCrtklANO, EG 00 N I _ _ G J +'�• o° z L CONTROL JOINT N - Y mw 2 - BARS V. IN EACH of 4 - CELLS - 8 BARS TOTAL NOTE HOLD < � 4 _g SQUARE x 12 (5) �!5 EACH WA — W P1 8 C.M.U.C. / O r O ( ) (`� ,BARS TO FACE I I ---- ' F _ �• 1-- - I --. ej°/- � -- SCALE: 1" a 1' - o' • E— CENTERED ON GRID LINE � `-J�_ OF SHELL 1 1 N V� I M d� N < 4'-8" SQUARE x 24 (4) - #4 EACH WAY TOP & BOTT. — QF 0 I �2'-0" — - '� 5 -0 SQUARE x 12T(5) - #5 EACH WAY SHEET No. of - - -- 2 8 C.M.U. w/ (2)- #5 BARS V. IN EACH OF (5)- CELLS - (10 BARS TOTAL) I 10'-.0" _ 2626 J 1 -6- NOTE: ALL REINFORCING TO MAINTAIN 3 CLR. OF FTG. BOTTOM n- CENTERED ON GRID UNE - � w • 4$48 • -- A.C. PAVING - -- - I M I — I I rm SLAB EDGEl __ _ _� ____._JNOTE. PROVIDE SPECIAL INSPECTION ON © GRID LINE B WALL pts. . - j ---- _ I I - 2 2 SCALE.: 1' - 1 _ 0 UA PROJECT NO. --- - - --- - - -- -- - - 89 - 808, MIfO11N rLUf►M11f GO.,►OfKANO ON. • ' .. _. ,,,, .mow, •_ ......,._.,.,.........,.._......_...-........._......---'--_"." 'IIL�,�"" .w.•..s'•._..... ,.-.+.r....._.-,..,........_.-_._........,....,..,•.......,.,_.,...,+.•,•_......,..........—•-.-•,.-.......-.•...-..-.�....--...+.uw...-..+........ .rer. ... ,,..r..+•.m �•. ....,.,.. .w.f....w..rw+.w.r.+-+.....a..._.......,... ,.. --.... 111111 Itl�ltl 111I11� 111�It1 Itllltl 1111111 1111111 111'111 11111tIIlllllll 111�111111i�1) 11�IIIII111 tIII111I1tlI111 (t1IIIlIIllllll IIII11rIr11'It1 TtIIlI1Il111111 1111111Irtr1r11 �f _. `.�� ,i i vGr► NOTE: IF THIS MICROFILMED ►- ( _ 2 3 4 -- 5 6 7 - 8 9 10 I I_ t 2 ; DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 IS DUE TO TIIF QUALITY OF THE ORIGINAL DRAWING, of 67 BZ a '92' GZ *2 EZ ZZ IZ OZ 51 131 LI 91 SI b1 EI a II 01 6 9 L 9 SII--•� ,�/ b E Z 1 ��1II111111111I111111111I11111111111111111i�11k111111I11111111111111I11�rII1iulrru�H1111111III�1I111111111I11!ILII!1111'IIf111IIIIlI1111111111111111111111ik11111I1111IIIIlIIIIIIIIl11111t1111111111IiIIIIIIIIIIIIlIItltl�IlI111111111I11111NI1I1111Itt1J111WtiIllllltlUU�IIuIIIIIIIIIIIIIIwIl11 ' �. }� AFRI ] � � 1991 � I� iV11►. �I A3/4• PWD. SHEATHING LAID 52'--0- U C A _ C A 1 w/ FACE GRAIN PERP. TO C -- - - 36 -0 10 16 -2 _ - SUPPORTS - END JOINTS � 20'-60 - 10• 14'_.p• �• STAGGERED. NAIL w/ 10d - - _1ST_-�-_- J[ AT } • -- COMMON AT 6• a/c ALL r .. Cl SUPPORTED EDGES AND AT m oj 1 Lp BOLT FIRST STUD TOyC.M.U. T _ a'-0" of B B -H2 100 a/c AT ALL INTERMEDIATE - a}o p W -t 6 w/ 5/8"• PHILLIPS R.O. ROOF ED1iE I �1.� SUPPORTS. w > �p ANCHORS • 24 a/c - �J __ _ _ _ O vi - ---- ` g v{ • - --- -- SHE p . S/32 COX PLYWD. FREEZE PROOF I A \ / _ SIM. -T \ IF o p o a °p EA. FACE w/ 10d I HOSE BIB _ .-_-___ __ o a \ / A — n o A 6"•a/c AT EDGES C I oo b \ / -- - ----_ - - - - -� W�, '� 4-7e & 12 o/c AT iL CIE O - °� INT'_RMEDIATE 11021 \ i/ -- b _ DBL STUD -_ — x OBl STUD E' SUPPORTS c \ I I - _ - _ _ _- -- L� 0 Cv O I D A M --- \ / -- - -- \ _- SIM. z1 '40 �• • I O c7 0 0 •b \ / F -- I o 3•0 PIPE o - I I N r f \ / -- - -- -- ---- r-l--� v • xCOL M • 103 �+ N M N ----- 1 \ / ---- - ----_ - E I - --__ 30 ��'-,� -i �-� B1 I � B1 � -� I - - 101 g o 1 WL- If' AUA ; 2 t ACCAUSTICAL CEILING �. - --------._(-__ 81 0 �- - --- 5 't BitLOW AT 10'-0• 5 � milt, _� 14'l�_ � - _------- 0 5 z (17 A v. C USTOMLE WAITING It INk H �? 3'->) -6�-��[ 101 - -- N a _ I W / \ �� -- -- --- - c -- - - - VLn 42 HIGH ALL / \ _ W > -- - \ i�� / \ DBI. STUD -_� _ �.� m 00 W-0' CLG. 10'-00 CLG. a' b 4'_0• • / \ A ----_ - T.N BU{7ULLy.. IQ \ �" a'-3' I 3'-9. 40' 24 12'--0" " 32' -0" 11'--4" •r / � r p- . Rte- 240 ------ .. 4-. id b ►a 04 I \ O A g --_____ 8'-0• HIGI I'' C. 4.U. WALL Qc _ a I!) - ffLIR�xmu _ �aCv 00 - o -- - - - I _ `6 GAL H. W. HEATER 2 B H 104 g 6'-0• HIC, I RCLL 4G CHAIN � C1 VERIFY LOCATION C1 SEE HANDICAPPED RESTROOM o 2O'-0' LINK FEN, GA TT - 6 6 NOTES BELOW I --- -- ---- - 'v r ._ - - - - - __ Inn HOSE 818 IN CONC PIPE "E" 'FP SECOND FLOOR PLAN rS SECOND FLOOR FRAMING PLAN o :0 61 I I rFP FLOOR PLAN 3 SCALE: 1/a• - V - C• - 0 3 SCALE: 1/80 - t' - On 0 o R I 04 I ® I o 3 SCALE: 1/8" - 1' - 0" z Z cocl ac N 0 x oc co 0 I z 00 m 2x12 P.T. LEDGER w/ G.W.B. ----_! _ --- ---- m � � I �' HOSE BIB �` L - - - - - - - - 4x12 P.T. LEDGER w 5/800 x 8" A.B.'s 0 z ' DOUBLE COMPRESSED " / ' " 2X4 STUDS O -___ I / ?A'A(XIUSTICAL CEILING TILE a - O g 3/4 r x 8 A.B. s r "2 16 o/c Cr 2• c y _ AT 48 oF 'AllC r - - - - - - -- \ co Ian a - AT 32 oc a 5" x3/8 5" " m " 5" x 3/8 x 5" 8 C.M.U. WALL a PLATE WASHERS 3/4 PWD. SHTG. 3/4 PWD. SHTG. -- t0-0 8 C.M.U. WALL 2 . PLATE WASHER J • a STAGGERED a -- W12x26 STL. BEAM W12x26 STL BEAM Al I ® I o Al J F - - 10d AT 6 o/c / 5 1 I 5 10d AT 6" o/c a v / ■ N GROUND HOIST BY��`\ OTHERS - VERIFY J i� a aIF 12- ST REQUIREMENTS ec w/ WEB STIFFINIERS --�' w/ WEB STIFFINIERS ■ �■� 0 -1 COORDINATE�� L -' - - - -- -- - � � a �Q 12" �fJl/35X w/ SIMPSON MIT3512 HANGERS • (6)- PLACES r - __ __ _ _ _ ?,_= WEB STIFFENER c o 2 - 5 CONT. IN a - SIMPSON MIT3512 HANGERS - -r�`' WELDED TO REAM ■� s - � - °. BOND BEAM WIELDED TO BEAM �� I • (2)- # 5 CONT. IN 8'-0' U o BOND BEAM - - Til/35X JOIST (D I N _� - ----- G.W.B. CEILING G.W.B. CEILING 8 SIMPSON MIT3512 2x4 ON "Z" CUP • AT 48" o/c TO 2nd JOIST I g 5 - 10 L _ _ - .__. - _ _ rA"� LEDGER C 1=TAIL B LEDGER DETAIL rC BEAM JOIST CONN. rD'�� BEAM JOIST CONN. g - - - - -- - - 3 SCALE: 1" N. 1' -- o• 3 SCALE. 1• - t' - 0" 3 SCALE: t• - 1' - 0• 3 SCALE: 1" - 1• - 00 ® 1 N z FIRE BLOCK ---- AcxoUST,cAI CEILING TILE 18" x 1 2" x 10" PLATE w/ (6)- 3�"r PHILLIPS :;L.EEVE ANCHORS >14 z END OF BEAM • SIM 16d A7 8" o/c ,� 10" x 1/4" x 12"Pt- w/ - O 8" o/c EA. WAY � C7 W12x2ti STL. dEA 1 3/4" PWD. SHTG. to-o _lzv - (4)-"3/4"r PHILLIPS SLEEVE ANCHORS 2 1/2" MIM. EMBEDMENT 1-4 ! �,�. AT 8 o/c EACH WAY a� •� 12 x 14 STL BEAM 0 o r - - - _ - - - _ I 8" C.M.U. yY2 3 1/8" x 12" G.L. . " I ►' I 8" x ' /2" x 6" I L;,TE w / 9 -0 1/2 T,4/35X JOISTS I �'-0 1/20 -� /R"r M.B.': leo---v I-�--I A JI BLOCKING PANEL (2)- If 5 CONT. IN - -_ $" C.M.U. HEADER Q ® U (3) 16d EA. PIECE BOND BEAM a� 0 .� C7 STAND 4RD r PIPE COL . ao L �', L _ _ - _- _ -- -- /SEE PLAN FOR SI: - (2)- 5 V. IN EACH OF M -- 8" x I x 1/4- PL. (2)-- #6 CONT�� - - N 3,/16'' G.W.B.----�\- " TWO GROUTED CELLS \ _ 4 -0 3/16" U1 r ------ 2x4 STUDS AT 16 o/c --�- w/ 3/4 r M.B. 0 � r - - -` - - - -- - - #4 x AT 16" o/c TMP. 1800 C.B. , w/ TRAFFlC CRATE 8 \��' \ 7'-2" F- TYP. (7)- PLACES SIX CELLS � i E POST BEAM CONN F BEARING WALL Q TAIL ( ) I I - 9" x 1/4" x4" PLATE W/ �C I � _ SCALE: ,- - 1' - o" 3 scAl>=: 1- t' o• rG"\ EAC0NN. DETAIL_ I I '- (3)-�/e r M.B. � I 3 SCALE- t' - t' .- p• � � AT 3" o/c 2 3i - I - N BEAM CONN. DETAIL rrl� ao t� CO 3 SCALE: 1" N. 1' - 0• u, U 0 © h N -� ACORN 3433-H --� 3/40 P►'�0. SHTG.- - 10d AT 6' o c 3 4" PWD. SHTG.- - ---- 10�� Al 6" o '� �y M ~ WASH SINK / o / / / / -• 10 g NOTES FOR HANDICAPPED ACCESSABLE RESIROOMS � a 3 -� NOTE: * -ING:CATES ELEMENT TO BE O 1p6 HOSE BI©� � LAVATORY VANITIES TO BE OPEPI BE,L.0 W _ - j 5X JOISTS - � TJI 35X JQ';STS SUPPLIEDMONEDD B�ME`TA�L BUILDING AND a o TO MAINTAIN A MINIMUM OF 290 CLEA' /3 J TS / _ _ VERT1ChlY AND 17" CLEAR FRONT TC AIR COMPRESSOR _ BACK - INSULATF ALL EXPOSED HOT '' A BLOCKING PANEL JI BLOCKING PANEL MANUFACTURER WATER PIPES AND WASTE DRAIN LINES //T C-) W-0" HIGH CHAIN -� / -� -~ 16d EA. PIECE LEGEND ;o LINK FENCE Jt GATE �j MOUNT TOP OF GRAB BARS AT 34 (3) 16d EA. PIECE — - (3) WIL 01 E 1;-r ABOVE FINISH FLOOR LINE --T--- � C�. --x-- -�' ® 2x4 STUDS AT 16" o/c 2x4 STUDS AT 16" o/c MANDOW SCHEDULE SFiT. / 4 _ P'Ou1LAN0. 0 GUN MOUNT MIRRORS SO THAT BOTTOM OF DOOR SCHEDULE SH C. / 4 MIRROR IS 40" ABOVE FINISH FLOOR LINE G.W.B. G.W.B.-- -- t� • _ 15/32• PLYWD. NAILED w/ 10d ® ROOM SCHEDULE SHT. / 4 �r • PROVIDE FlXTURES To MEET OR EXCEED ALL `\ AT 6' o/c SUPPORTED EDGES APPLICABLE CODE REQUIREMENTS r�1 12 o/c ENTM.4EDIATE SUPPORTS AMASONARY REINFORCING SCHEDULE SHT. 2 ` �F / ROOF EDGE - I\g — SHEET NO. OF IKJ`� BEARING WALL DETAIL K SHEAR WALL DETAIL B - A 32'-0• L4'-0" ON SCALE: t" - t' 0• 3 SCALE: 1• - 1' - 0• - I REV. r� Eh'II T 1 I�I[_l. i.D9 1. 1 f PROJECT NO. • OF .aI_ , fir• �- •Y . I�.Itl t� t . .� . .- :-IRS dill t 1 1 1 1 1 1 1 111 1 1 1 1� I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l t l l l t l l l { 1 1 1 1 1 ( ( ( 1 1 1 ► I I I I � I I I I i I l I I I I � I 1 1 1 1 1 111 ,: , 111l�Il� I I R - i { I � 1 { II { I � I , III � III { III { { Il � t � f � �Il � l � l � lll { 11111 I { III � III � I � I { III { III { III { 1111 { III { II { t � 1 ) f �,' NOTE: IF THIS MICROFILMED I 2 3 4 --' 5 6 - 7 - 8 8 10 - 11 I[ _ DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL --- -- --- - -- -- ---- - i DRAWING, pE 6? BZ LZ 11 .' S2 1rZ EZ ZZ 17 OZ 61 111 4.1 11 !f UI EI 21 11 01 • • L 9 S� / -tl► IE- Z 1 �►IIInIIIIInIIIIIIIIIIlIII11 ul�nu{IIID ��IIhi1I1IHL �I�Inlluu�nnllulli'Illlnllnuluuluullutlnnlu�llnuiu111uullllt'IIIA{IIIIIII11�111IIru1111111unIu111tullnllluuftlullulllulllll1�u1111IIIlIIuldnllmllul111u1111IllnlJlull�llu111!!�11111nullnllll,�llu1 � APRIL 111991 1 t A - J 6 __ i �-_ _-..__— -.--_ -.-_ _ _ _- DOOR y 0i - --- - o MARK FRAME FIRE SELF HARDWARE q RATING CLOSER GROUP GLASS REMARKS I i- E W2 STEEL I OPENING/DOOR SIZE TYPE MATERIAL FINISH MATERIAL FINISH z '- BEAD J� y - -- 101 AD 33'-0"x 7'-0"x 1-3/4" B ALUM./GLASS BRONZE ANDD. ALUM. BRONZE ANDD. - `/ES 1 CLEAR l,� 8'-0" H. FRAME w/ TRANSOM LITE w z N <2 H1 B 102 2'- 8"x 6'-8"x 1V3/4" D S.C.BIRCH -_ - STN,/ VARNISH HOLLOW METAL PAINT - - - - NO _2 11NT ® - a Q �� w $ ' .,r i. E C ` / D 104 3' -0"x 6'-8"x 1_3 4" _ C S.C.BIRCH STH, I _ _- ------ ---- ----- -� / / VARNISH HOLLOW METAL PAINT YES 3 � � � Q \ 9 o� 105 3'-0"x 7'--0"x 1-3/4" B ALUM./GLASS - BRONZE ANDD. - ALUM. — BRONZE ANOD. - YES 1 CLEAR i — "Z. P X HS 105B 3'-0"x 6'-8"x 1-3/4" E HOLLOW METAL PAINT HOLLOW METAL PAINT - YES 4 WIRE Q �� 0 N U �� Z o SUNS - `/' ' 105C 12'-Ok 12',-0"x A METAL PAINT METAL PAINT - NO 5 1-PANEL POWER OPERATED OVERHEAD -- E--+ W �` !b!)" I I AND OE \ N o Al eU/ SPA C//y �C /� y �- F — ---- - - --- - — r----� a SING ,tfANV y M� �.� z ' �°° " g 5 105D- 12'-Ok 12'-0"x A METAL — PAINT METAL PAINT - NO 5 1-PANEL POWER OPERATED OVERHEAD Y ►�+ ✓�� I FAC�R£R �.. H2 a II I I I Z II I I 105E 12'-Ok 12'-0"x A METAL - ` PAINT METAL PAINT - NO 5 1-PANEL POWER OPERATED OVERHEAD -—--- -- _ ~ a 105E 12' -O x 12'-0"x A METAL PAINT METAL PAINT NO 5 1-PANEL POWER OPERATED OVERHEAD '�� N I - Z I o p \ $0 1056 12'-04A 12 -0 x A METAL PAINT METAL PAINT - NO z �� _ ___ _ 5 1-PANEL POWER OPERATED OVERHEAD w 0 of J / N H5 - - 105H 12'-Ok 12'-0"x A METAL -- PAINT METAL- PAINT - NO 5 1-PANEL POWER OPERATED OVERHEAD W > Z _ _ _ t.� w � E � E C 105J 3'-0"x 6'-8`x 1-3/4" E HOLLOW METAL PAINT HOLLOW METAL PAINT YES 4 WIRE Q _ - � a A i — -- - -- --- -- -— Q 10 106 2'-8"x 6'--8"x 1-3/4" C S.C. BIRCH STN./ VARNISH HOLLOW METAL PAINT - YES 3 - ►� 10 i 2 /` 1 _ I <(4 BE�i4�11C D — u7 UI N F' I _E T _ --— — _ u7 CD a A11 OVERREAD DOOR w/ GLASS 4 <H]3 � ' NOTE: * -INDICATES ELEMENT TO BE � — — ` DESIGNED, DETAILED AND UTES AT ONE PANEL / 1 2 �� IN 100 SQ.IN. MAX. NOTES: Q EXIT DOORS SHALL BE OPENABLE 0 a N �C FASCIA STRUT - -�� SUPPLIED BY METAL BUILDING ---- ASTO �T IS SOW METAL `\ � �WK GLASS UTE FROM THE INSIDE WITHOUT A KEY LATERAL CMU WALL -_�--- E ms` MANUFACTURER SYSTEM FRAME OR ANY SPECIAL KNOWLEDGE OR Al SUPPORT GIRT TO `�.i EFFORT PER U.B.C. 3304 6 _ - 200D#/LFEDFOR OAD * F ROOF F RAMIN PLAN REINFORCING GNRY ALSC SCHEDULE SHT. 1111 2 ; 4 SCALE: 1/8" - 1' - 0" � / fig I CZ TINTED GLASS TO BE PPG "GREYLIi1_ 14" rn N tY ° ° OR APPROVED EQUAL o M / Z 4"0 SWINGING COVER H5 PORTHOLE FOR MON- STEEI. \� OXIDE HOSE ` -- -- — XO Cr M Zr BEAM, — A B C D E D 0 0 R T Y P E S Co. L <-'J-5 o F I N I S H S C H E D U L. E ao � H5 CEILING WA #1 NORTH WALL /2 EAS WAS f3 (SOUTH) WALL /4 WEST DIVISION EIGHT — DOORS AND WINDOWS Z ROOM NAME ~ _ � � � _� � � � � � � � A. Doors V •t < z p a z z < Z F 12 m � X � X � 1. Hollow metal doors to be 20 gouge steel. HW GROUP # 1 Doors #101 A, 105A s B1 g g Storefront door manufacturer to provide dHD closers,lock,push/ s rr Z / 101 CUSTOMER WAITING C-2 R* A.C.T. FF 10 -p CSF c.M.0 AIN GSF CM.0 AtN CSF c.M.0 �u4 GWB PAINT pulls, thresholds, weatherstripping and HD pivots 5 I PURC.�NS , I I I I 5 102 2. Hollow metal frames to be 16 gauge steel with welded corners. _OFFICE C-1 R+ GWB PAINT g'_p^ C.M.U. PAINT GWB PAINT GWB PAINT GWB PAINT SC cylinder 20-013 613 » c.w. - 3. Overhead doors to be 24 gouge steel. o eU�NC C/NC 9 DFS�GN J4 m 103 PARTS C-1 Rs GWFT PAINT 8 -0 C.M.U. PAINT GWB PAINT C u PAINT :M u PAINT 9 9 'NANUFY A4 7Z W 104 RESTROOM SV R• GWB PAINT 81_p^ GWB E.P. GWB E.P. C.M.U. E.P. C.M.U. E.P. 4. Wood doors to be medium r it HW GROUP 1112 Doors #102A ,�� AC _ grade birch veneer face S 1 1/2 pr. butts F881 79 1279 4 1/2 x 4 1/2 641 �RER 105 SERVICE AREA C-3 R+ INSUL. FF VARVE C.M.U. PAINT C.M.U. PAINT ��' .M.0 PAINT G w M u PAINT SC 1 lock A53PD ORB x 11-096 613 _ _ _ Q 1 stop W302PT 613 ps � 106 RESTROOM C-�3 Rs GWB PAINTI �'-0" GWB E.P. GWB E.P. C.M.U. E.P. C.M.U. E.P. p 5 B. Store-front system 1 3 silencers 20 GREY o Q 201 PARTS STORAGE PWD. -R+- INSUL. FF VARIESC.M.U. PAINT GWB PAINT C.M.U. PAIN C.M.U. PAINT 1. Exterior storefront to be U.S. Aluminum Series 451 or approved I STEEL / STAIRS WOOD WOOD INSUL. FF VARIES GWB PAINT -- C.M.U. PAINT 2. All storefront aluminum to be dark bronze anodized. HW GROUP # 3 Doors #104A, 106A g � - QEAM. — .— W REVI ATI ON S 3, - provide tempered glass as required by codes. Provide complete S 1 1/2 pr. butts F179 4 1/2 x 4 1/2 641 `5 = door hardware as required. SC 1 privacy lock A40S ORB x 11-020 613 o A C.T -- ACOUSTICAL CEILING TiLE IN SUSPENDED "T"-BAR GRID GWB - GYPSUM WALL BOARD Q 1 stop W302PT P.3 C-1 -- SMOOTH TROWELLED CONCRETE w/ CLEAR URETHANE COATING INSUL - )ANYL FACED GLASS FIBER BATT INSULATION 1 3 silencers 20 GREY _ C-2 EXPOS--D AGGREGATE TE CONCRETE w CLEAR URETHANE COATING - (EXPOSED) C. Door hardware 1 kick late ^ ^ Q P 48 10 X 2 LDW 1/8" PLASTIC BROWN 5 C-3 -- SMOO rH TROWELLED CONCRETE w COLORED URETHANE COATING PAINT - PAINT - SEE SPECS. CMU CONCRETE MASONRY UNIT WALL PWD PLYWOOD FLOOR UNDERLAYMENT All hardware shall be factory guaranteed, free from defects In HW GROUP 4 Doors 1058 105J R - 4" RUBBER BASE* OMIT AT NON GWB WALLS workmanshipand material for , period of one year after # �-1 ~ N E.P. - EPDXY PAINT SV - SHEET VINYL acceptance of :he building. The types listed are to be used as a S 1 1/2 pr. butts FB8179 1279 4 1/2 x 4 1/2 641 �-+ O> co 13 FF - FACTORY PREFINISHED WOOD - WOOD 2x STAIR TREAD - 1x SKIRT guide for quality and operation, and not as a complete list. SC 1 lock C70PD ORB 613 �� GSF - GLASS/ALUMINUM STOREFRONT SYSTEM The detailin•;� of the hardware requirements shal! be the re- L 1 closer (P.A.) 1460H CUSH (100' STOP do H.O.) 695 � w I a I I I I I J4 I sponsibllty of the supplier. Verify keying requirements with P 1 threshold 1 3'_.p^ p C o General contractor. P 1 door sweep 31 tDN 3'-0" p Q; 'O DIVISION_NINE - FINISHES P 1 set weatherstrip 319DN p " $ $o ��.� F Manufacturers: A Item Symbol Manufacturer HW GROUP= # 5 Doors #105C, 105D, 105E, 105F, 105G, 105J U D i ~ <H5 A Floor finishes 6. Wall board surfaces to be prepared for finishing In butts S STANLEY J accordance olith the latest edition of the Gypsum Assoc. locks do latches SC SCHLAGE ALL HARDWARE BY DOOR SUPPLIER FOR COMPLETE INSTALLATION Z_ t. Urethane cooled concrete floors (C-1,C-2^C-�) r gype < "Recommended Specifications for the Application of c�!nders SC SCHL.AGE Gypsum Board Section 18. w ^ a a. Concrete floor dabs to be prime coated with YP � k Ckplates Q QUALITY � w SICEL �� one coot (1.6 m1 minimum) "Aquo-Prime" (water stops do holders Q QUALITY BEAN `L W �� y primer). 7. Wall board to receive heap y spray texture at walls and ceilings closers L LCN silencers I IVES � - -- - - --- 5 b. pear finbh concrete floor Siebe (C-1 & C-2 -- 8. Wall board to be � .�5 0 to be coated with two coats (10-12 mill) "F�onock" painted with the following or approved equal: weatherstrip P PEMKO O o 0- E-500 MCU or approved egad urethane coating. 1st coat - Sherwin-''Jilliams Pro-Mar latex wall orimer, 828W1 door sweeps P PEMI O z H 2nd coat Sherwin-Williams Pro-Mar Alkyd Eg-Shel Enamel, 933 thresholds P PEMKO c. Colored finish conctete floor slabs C�-3 to be 4t areas indicated " a I ( ) epor.y paint on finish schedule substitute CD Ivp. H5I z coated with two coats (5.3 mil/coat min.) "Florock" two coats - Sherwin-WLllams TTIe-Clad II Epoxy, 862/B6OV70, Chemical Resistant Urethane CRU. B60VA7 over same 4 0 � $ primi;r. 3 '- a d. All smooth flnlsh concrete floor slabs (C-2 & C-3) W2 o a to have non-slip grit surface. C. Concrete Masonry Units (CNIU) to be pointed as follows or approved 0a�5 C equal: r G _ e. All products to be applied In strict accordance ♦ I IQ uuS�I /i I with manufacturei's surface preparation and Instal-- 1. Paint exterior with Sherwin-Williams HeavyDuty a LJ 4k / - <W2latlon procedures and speclflcatl°ns. B42W46 (75 sq.ft. per gal.) and with twoN oBlock Filler, J » additional coats Sherwin-Williams A--100 Latex Flat O cn m N 3. Sheet Vinyl (SV) to be Armstrong Seagate or 0 � � F / or approved equal Ext., A6 c \� `HJ 2. Paint interior with Sherwin-Williams Pro-Mar Block Filler w � � r E A E B. Gypsum wall board B25W1 (75 sq.ft. per gal.) and with one additional coat 0 a / yyt ,r Sherwin-H1111amr. Pro-Mar A�kyd 1: -Shol Enamel, 833: nn --- a 1. Gypsum wall board shall be 5/8" at all walls and ceilings. W I N D lJ W S C H E D U L E Board to be tapered edge and paper faced and backed, com- D. Sheetmetal flashings, downspouts, gutters and copings exposed - Ij V. ` lying w/ ASTd C-36. to view (outside of parapets) to rocoive one cant exterior < SIZE: DESCRIPTION DETAIL No. • metal primer and one coat oil based enamel -- color to match �.. / 9 /<• •Z. 32'-0 - - / 4 -O 2, Wall board to be attached to framing in accordance with adjacent met V( si d i n9 or painted CMU (except all Items A , PLIf? �`-� nailing schedule - see Division Six, shown as "preflnished" to be factory standard finish in color d 8'-0" NIGH x SEE PLAN ALUMINUM AND GLASS STOREFRONT SYSTEM * D 2 H 6 W 6 UE ' to match metal siding. 12'-0" x 3'-0" ALUMINUM AND GLASS STOREFRONT SYSTEM AND -S,-A,, DES,G SIM 3. Corner and end beads shall be galvanized steel, small nose " " 'c 6'-0" x 3'-0" _ _ RE-LITE STOPPED-IN w/ WOOD - TINTED GLASS G/6 PORTLAND, OREGON UU11lox ID�NAC/1V py M N type, 1 flange each side. Supply for all exposed corners E. Acoustical ceiling the (ACT) to be Armstrong Mlnaboard Cortege tfi �. F -= -- I , ANUF71'. ` I and un-trimmed ends. or equal in standard 24' x 4.8" lay-in sus ended grid. 3'-O" x 3'-0" RE-LI TE STOPPED-IN w; WOOD - TINTED GLASS G/6 /'• l�, I V1 AC� !. i /a 11iiIT �. H/dt/�! f GJ�RL_ 5 /'Ek A � /17 /I/XTOA'E � � N z I 4. Joint cement, rolnforcing tape and texturing material shall F. All structural steel to be shop primed. All steel exposed to OF E be as recommended by manufacturer for intended purposes. %Aew to be field panted with one coat enamel in a color to NQS FiELD VERIFY ALL WINDOW OPENING DIMENSIONS Silt I T rvc� of ,! 0 *PIPE S�T•� match the adjacent wall or ceiling finish. - ALL WINDOWS TO BE SINGLE GLAZED B e \ 5. Mater resistant board shall be used at all restroom walls - TINTED GLASS TO BE PPG "GREYUTE #14" OR APPROVED EQUAL A / STELA _B STRUT* and behind all sinks. G. All Mechanical equipment, ducts, grlllhs, louvers and * BOTT. PANEL TO BE SOLID BEAM' electrical panels exposed to view on the exterior of , building to receive one coat enamel to match adjacent wall f iv,l4�. w� WEYERHAEUSER INSUL PANEL RE J / , i 'E:F�:M1T I'IfJ. f.'I'�i.7� f, rl 0 F' I. PROJECT r,r� n .onw•..i,,rut«,cn roer .«n o ��ri"w• - - -- — - .�+......�.. a..+.a��.mw,..�..e _- �.Fill 11 11 I I Jill 11111 I I III III III Ill ill III I l I ' I I I i I 1 I I 1 I ( I III 11'lllll III�I 1 1 III I I II I I III i 1111 ( 1 Ili I I III III III III III IIIIIII Ili IIT Ill 111 IIIIIiI II11111 11111 �.,`•' ' NOTE: IF THIS MICROFILMED •- — 1 ? 3 4 — — 5 6 7 8 19 TIO 11 I Z _ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAW i NG. ---. - ------ OE 62 02 12 92 SZ 1'2 E? 22 12 OZ fit BI LI BI SI $of EI 21 11 01 6 9 L 9 G b IE Z ("•lam ►IIIIIIIIIIt1111uInIlIIIIII11r111IIIIn111111111111IIIN11u1111111111rItllllunll1111Ut11111111111I11tIIIIIIIIl11111�IIIIIIIIIIIIItIIIIII�Illlll111lIIIIIItrItIr11111111IIIIIIIIIIIIIIIIIIIIIIIiIIIUIIIu1i11111I1W�1111I1u111nIIunIIlIII11uIIll1lHlrililllllll!)lllfll!!!I11.11IIIllIIIIIIlWI11 � APRIL 111991 ' 1 m r BEAM * Y TIE ROD 'x' MAdNG CLOSURE BETWEEN SEAMS 1/2.8 x e' A.B.'S L•n I m AT 72' a/c S' C.Y.U. w/ (2)- /4 Y o PREFINISHED COPING - TYP. SPLICE AT BEAT/ ^ m w 6 1/20 •r PURLIN * \dAsuRE * RESAR IN z w GABLE ANGLE GROUTED BOND BM. 3/{'8 PHIWPS REEVE w ; m e 4' x 1/4' x 12' PLATE w/ -.� 1Y-4' TOP C.Y.U. ar \ ANCHERS • 48• o/a < a a > i 8 1/2' 'Y PURLIN - (3)- 3/4• M.S.'s FF__ GROUT CELLS FULL `�i a a m < STL BEAM* — — — — — — — — — w/ /S BAR EA. CELL MTL ROOFING � �� O e• x 1/4' x 46' PL O O O O O BEAM * GUTTER * E� Sit w/ (6)- 3/4.8 xs• — — — — — 8x16 BOND BEAM MN. e• x e• STL U 0 O N /QN STUDS • r/ (2)- #5 REBARS - PLATE SHIM 0 — — — — — To e o c s' 6' 4' 4• 8' e' TIE RDD #. (2)- p BARS WR 1. • TIE ROD* N - 3/16• c (ACE SHELL IN rn IS —) — — — — — a'0 b - (z)- /6 BMS VERT. O LATERAL SUPPORT BEAM * CENTERED ON BEAM U DESIGN BY BLDG. MFGR. It FOR 200//LF. LAT. LOAD CL 1 1/4• {• Fr 1S'-4' BUTT. OF BEAM e 1/4' 3' 1/{• y Snin . 8.7 In Imin . 188 M4 J/16' O 0 - ATTACHED TO BEAM W/ (4)- BOND BEAM w/ (2) 4'x7•x1/4' PL. w/ * V a 3/4'8 M.B.'s /6 CONT HOR17 (2)- 3/4'8 m.. .'s • 4• o/c (� > 7 1/2• x 1/4' x 7 1/2' PL W/ (2)- 1/2-8 x e• �) 6•x11•x1/4• PL r/ (� NELSON STUD • S' a/c s (ANgMRS,0 0 a/c SCENTERFD O A a (2)- /6 IN CONT BOND SM. c . . 3/16• ON BEAM w/ MIN. 43• x 1/Y x 8' RTL (2} J/4• PHILLIPS ` 0 : SLEEVE ANCHORS i y7 PLATE SHIM AT e• a/c 8' C.M.U. WALL J. tF.l 1�/--�µ �D BEAM_ CONN. �E1 LATERAL SUPPORT BEAM 00CD 0Q '�1..--1.: 5� BGALE: ,• - - ,• - D• ,5 SCALE: ,• . ,' - G• A WALL/ PURLIN CONN B WALL/ PURLIN CONN. C' BEAM CONN. DETAIL M,L SIDING * 5 SCALE: 1' - +' - O• 5 SCALE: 1' - 1' - D' cj SCALE: 1' - 1' - 0• TYPICAL METAL ROOFING - 12 _ \ ON •Z• PURLINS SIZE III SPRUNG MANUFACTURER BY 0.6111 y MANUFACTURER J�C � TIE ROD 'X' ACING CO) 1/2'8 x S' A.S.'S BETWEEN BEAMS AT 72• a/c 1or I CLOSURE * BEAM - \ ( 3• )VINYL FACED INSULATION I G H I X C) CO) BEAM + Cc BRACINTIE G / Z aQ QM .d d 1/4' 3' O0 r+ GUTTER e• au.u. — ? n d d - 8x16 BOND BEAM LATERAL SUPPORT BEAM 1 1 ■ � a / (4)- w/ (2)- /S KEBABS ATTACHED s EEAM w 1 2 { 00 LATERAL SUPPORT BEAM * MN. 6' x 6• STL 7 1/2' x 1/{• x 6 1/Y L3 J� DESIGN 0 BLDG. MFGR. LATERAL SUPPORT BEAM * PLATE SHIM w/ (2)- 1/2'8 x S• / / / s 111111 FOR 200//LF. LAT. LARD `/4Y PHIWPS REEVE DESIGN BY BLDG. MFGR. NELSON SND O S• o e SmN - 8.7 M 3 ANCHERS • 48' o% w/ FOR 200#/LF. LAT. LOAD / !�.^_.'� M / /� •I \J IL�� Wnln - 183 In 4 IN. 6• x S• STL 'may T.N / •� PLATE SHIM ANCHORED ro C.M.U. WALL (2)- /e REBAR CONT. a w/ 3/4'8 PHILLIPS SLEEVE ANCHORS • (2)- /6 BARS CONT. Y C.M.U. WALL a / eY^ eallo BEAM w/ (z) +e• a/c INTO BOND BEAMSE&WM SIM MIN. 2 1/2' ENBEDMENi SEE SCHEDULE FOR VERT. b /S CONT HORIZ va I min - 8.7 Y13 REINFORCING (2)- /6 BARS VERT. • / 1 tmin « ,eS N4 FACE SHELL IN d / � ^ (S)- GROUTED CELLS \ �1 LATERAL SUPPORT BEAMCENTER ON GRID UNE 1 1 SO C.M.U.cMuWALL � 5 SCALE: 1' - 1' - 0' TTP. 4• CONC. SUB W/ .F. — 6'xY- w1.4 x W1.4 W.W G LATERAL SUPPORT BEAM H AM NN. TAS_ AT,►h•nn. OF TOP 5 SCALE. 1' - 1' - D• 5 SCALE: ,• - ,' - G• rA 1'\l SECTION Z Nj Cl SCALE: 1/4' - I' - 0• 'S TIE ROD * B 36•_0• 4'x4'xi/4'x26• 52'-0' 0 C4 CO 0 TYPICAL METAL ROOFING 1 4 4 1 4 4• 12 ON •Z• PURUNS SIZE ! A w SPACING DESIGNED BY — A MANUFACTURER O O O O 0.611, MANUFACNRER * L TaPIll GM.0 5 w F N 3/4' PHILLIPS SLEEVE ANCHORS \ 12 W _ AT Y o% MIN 2 1/2• EMBEDMENT —� 0.538 w0-4 INTO BOND BEAM TOP OF WALL \ U\ J T F ROD CONN. \ / KAM ( J' )VINYL FACED INSULATION 5 SCALE: I• - r - D• ® ® dz 8• C.M.U. ,N H ea NOTE: *.-INDICATES ELEMENT TO�33Cn / DESIGNED. DETAILED AND 7 8 1/2' 'Y PURLIN * 1 1 TT MANSUPPLU FACTURER CNRER BY METAL BUILDING � 4' x 1/4' x S' PLATE w/ 10 Q - 0 (2)- 3/4'8 M.B.'w a x 8' GM.U. W�(Il O W J - - STI_ BEAM* 05 Y4 TJ-3�YDsx' ON : i, /� / % ! KW/7 _ LEGEND k a w a w z GWW k 0 / b C usTOMFR 00 WINDOW SCHEDULE SHT. / 4 _ $ o b O e' x I/4' x Z1' PL ® ©� Q b Q IWAN ® DOOR SCHEDULE SHT. / 4 n o W/ (3)-STUD3/4'S x 6' I / 01 ® ROOM SCHEDULE SHT. / tl Q�n ICES/GN SNDS • a / b SO 07,N 0 4, 8 PIPE I O % / % / / L Oo MASONMY REINFORCING SCHEDULE SHT. / 2 �� D — / \ (2)- /S BMS VERT, / r/\PORnAN�JEGOX�' IYP. 4' CONE: SLAB w/ WEYERHAEUSERSOLD LOWER P NSUL PANEL ANE]9 6•xP- N,4 x wl.4 M.W.F. _ i y"-"�JJ SHEET NO. r OF AT 1�'CIJL G TOP K DETAIL 3/16 5 SC,,LEi I. _ 1. _ 0. 81 SECTION 5 SCALE: 1/4' - P - 0' REV • I11- -' PROJECT NO. «,«...«.«..e,...-...,.«. sr)>;'eLYOL'h^w"" _�+.."..T^....�'�'17.' i� xrw�96_+4 '- - _ .1�- - . • ___ -_ ._. _. . . .. v �K"+, .' ..-.....>.,;.u�., ,,.--�_�.- _.�_ -., x1�II'+'T'H'IN I'I'17'I'I'I'III'I'I'III'I'I'I L(1111TI1)1�1(+I1fi '+I 1111�1IHI1111111i II .III II IIIIIIII IIIIIIII II ILII III II III ILII IIIIIIIIIIIHII111IIIII11��111I111IIIII111IIIIIIH II111II I1 1 -. _- NOTE: IF THIS MICROFILMED 3 4 5 8 7 BI B 10 II 12 L DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Coe Be ez it Bz 1 12 1 rz iz zz Iz Oz" el e1 1a 6I 91 ♦I CI zH 11 0"1— "i�'''�'' B A 6 s 0 c a ' "l emu� dBIlNhulluuhmLudlNl�Indu6lNdlMmwnnalllW(tlN�ILuhIW�LNdIHiNluuhlHFxlBIm111NNNH�HL11hHUNNLIIflllmduu uNM8111M1(nl11uu61BIBIJuuILBdlu�uw6BYYBBnlunhminObN6n1�BIIWIdW�IBIL1181ML j 1 APRILS 11 1991 11"1j a- ----- PREFINISHED COPING PREFINISHED COPING fl V* /FF _ i N CONT. 8 1/2" `��" pRTV- - CONT. 8 1/2" `C` GIRT - -- - --- -- -- - - --- -- ---- --�— ui Z a j 1 uj GIRT CUP - I o 3 tr1ETAl- LINER PANEL -�- ---.-_ 8 1/2" VERT. STRUT -�- o o uj c --- 8 1/2" VERT. STRUT - rF - --- METAL SIDING - METAL SIDING FLASHING - ---- ;' METAL UNER PANEL _ r 2x6 CAP - E---+ W Z 'd STQftAr& 0O L V S UP F F201 Z0N 8 1/2" PURUN STRUT � _ � I [� �a 0) ' FLASHING __ cv (15)- TREADS AT 11 MYL ROOFING -�- \ — 13'—�' C.) ��. 8 1/20 PURUN STRUT - I �\ � � G.W.B. CONT. BASE ANCU= �� / Z-+ v, -- -_-- -__ MTL ROOFING * CONT. BASE ANGLE .N \ 1 1/4"0 PIPE " O o I �� O ;.� • 46 O HAND RAIL / U -- 1 4� 3-V - - 0 --- — _ '� O 'r \ \OPEN ---- - I I - - s - / - ` o x 104 ap 1 a c.w.e. a 6 TYP. TOP BOTT. j � N � - �- TREAD ONE SIDE ! _ 7 1/2" x 1/4" 7 1/2" PL I GIRT CUP - / \ (0 (X) / w/ (2)- 1/2"/ x 6" GIRT CUP .�- / -- � / � �a NELSON STUD O SS " o/c BE . / I / Nl (2)- r5 IN CONT BOND SM. 1 8" C.M.U. WALL CONT. 8 1/2" "C" GIRT oCONT. 8 1/2" "C" GIRT O ArO " - N Al SECTION M 6 SCALE: 1/40 - 1' - 0" X L _�-- PREFINSHED MTL TRIM PREFlNSHED MTL TRIM c 2 LZ ►� 0 O co 00 W Z_ 7x6 CAP - a' OC _ 111)n] A FASCIA AT CMU WALL B FASCIA AT BEAM (2)- 2x4 TOP PLATE 6 SCALE: 1" IN 1' - 0" 6 SCALE: 1" 1' - ON - - vu G.W.B. — �I V GUTTER / CFmf we= ?.x4 STUDS AT 16" o/c --�� /� PREFINISHED TRIM �C . a I� 8 1/2" "Z" PURUN - N+, MTL ROORNG PREFINISHED COPING 8 1/2" "Z" PURUN 8 OCKING NA)LED O �- / / 1 6d BEAM -�- r _ �_ MTL ROOFING �- �` TJ BLOCKING iv 8 1/2* "C" GIRT �C !� 3/4" PLYWD. Lim j 16 GA. BENT PL* tO CLOSURE 8" C.M.U. WALL 4- 12* 01-1 P.T. 2x w/ 1/2"0 TJ AT 15" o/c 8 1/2" VERT. S1RUT A.B.[9 AT 72 o/c O O GIRT CUP�w/�(2)- 1/2" M.S.'s C - / TO 8 1/2 C GIRT (3)- 16d EA. PIECE - METAL SIDING - f ANCHORS TTOSC SLEEVE / (2)- 2x4 TOP PLATE MTL SIDING * -- >-4 Z LATFRAL CMU WALLF-4I O SUPPORT GIRT TO I' 2x4 STUDS AT 16" o/c �`� �-- 18 GA. BENT PL BE DESIGNED FOR 200 #/LF. LOAD =1` TOE NAIL w/ (3)- 16dSmIO Iii 3 `'— CD Iminn o,- 1851n 4 (2)-- #3 BARS CONT. w �� ANCHOR TO C.M.U. �� E TRIM DETAIL AT CMU F RAILING DETAIL TYP. 11E ROD i7 WALL w/ 3/4"0 PHIUJPS X" BRACING BETWEEN I � --- 8" C.M.U. WALL SCALE: 1" m 1' - O" SCAM: 1" m 1r - 0` BEAMS i� SLEEVE ANCHOR O 6 6 rW 7� 48 o/c - MF.TAL SIO!NG - MIN 6" x 8" STL PLATE SHIM E--4 rD C.M.U. WALL ROOF DETAIL U) P TiP. TIE ROD-�� ,\ 6 SCALE: 1" 1. 0 O " AITL FURRING S'-RIP a COUI1; 8 1 f 2" "C" GIRT -�- ALUM. STGZE- , I � FRONT SYSTEM J — cAutx W SNUT FACE C.M•U. NOTE: —INDICATES ELEMENT TO BE UI =}� DE&GNED, DETAILED AND 0 i SUPPULD BY ME•(AL BUILDING MANUFACTURER PREFINSHUD, MTL. IRIM PREFlNShED MTS. 7FZIM --�I 0 0CO O \ / t 0 LEGEND m -- 4'-0' ---- - -- �_- -- - T —� � a 3/4" x 3/4" I WINDOW SCHEDULE SHT. �I 4 0 fr 9 STOPS DOOR SCHEDULE SHT. / 4 o- 8" C.M.U. WALL H5 1 x CASING ® ROOM SCHEDULE SH T. / 4 U 00 1 x 2 TRIM MASONARY REINFORCING SCHEDULE SHT. / 2 r� \ WI mUE --- --�1 ---- � POR YNU, REG�Fi� rG'� RELITE JAMB HEAD SILL KH'� STOREFRONT AMB (HEAD/SILL Of Q� C FASCIA AT CMIJ. WALL 6 SCALE: 1" _ 1' - W SCALE: 3" - 1 - ON SIMILAR) 6 SCALE: 30 1 - 00 S,MILAR) SHEET NO OF 6 FiEV r F:r car- 1.7 PROJECT NO. �...._ _ 8q - �3 ywC.:.,�t}i ,,• ��r I r I►Ir I rlr l rIr l rlr l III l rlr l r r l r!I l I I lIIIlI r l rlllrI ll1!IlI!I(IIIfiI rlIlrlr f llIIIl1I1 r r�r r r Ilt I I Ilr I r Ilr r I Ilr r r rlr r Ilrlrlr r rlr r T rlr r r rlr r r rir r�r rlrrl ,` ,.- NOTE: IF THIS M icRcr I LMED �""`�' I 2 4�--�_ -- 5 6 7 ._ 8 DRAWING IS LESS CLEAR THAN ' 1HI:i NOTICE, IT 1S DUE TO THF 'IUALITY OF THE r)Rt,INAL - - — - DRnwtrx , Of. 6Z 9Z LZ 9? SZ b2 EZ ZZ IZ OZ 61 81 LI 91 51 bl EI ZI II 01 6 9 L 9 SI. ti EI.- ��IllnuluulurrlrinlllnlurrinrrlurFlrllrllullmlllrrrlrlulnu{tlullulll�lulunlrullulllu�I�nullnllunlnul1ll11rtuIl111I1nIlu►II1111111lrIlIIIIIIIIIII�IIIItIItul�UuluIII111111uIJI11111U1�unlrrrllunlrurlllulul11111111f91Ii111uulilUllJ_ilIUI11nLIlIIII�IWl11 � APRIL1991. rh - -r[a,— ,-„. �..�wrw,�,Crplc, _.ac.......a.�.-.'.""ffl7�MlMX•7F�.w..r.#-... r t-- 0' B TYPICAL METAL ROOFING j- J B ON "Z" PURLINS SIZE do OA i SPACING DESIGNED BY _ MANUFACTURER F > a a _ - Q cc w a {\ ch I ! BEAM �C ZII i - _ 8" C.M.U. O (✓ C1 A p-�-1 Z o o B A� s H W t- � I io - F-1 o 6 5'0 STD. PIPE COLUMN i o W �^-♦ (� .111. .In fill IILLL ti 11111 1 7. 6'-U" HT. CHAIN- !i !i itA" !' 00 !' � - 14'0 CONCRETE PIER LINK GATE III t L III !� � r.( U) (v8 -0 HT. CHAIN- , / !'�, 11 .1 i LINK FENCE �_ r o - 00N I a � F.F. iv F.F. D A -- �\ F__JL7 �� J r ____ ______ ___�_ ; NE NORTH ELEVATION TjMCAL METAL ROOFING / ON "Z" PURLINS SIZE & L__ _________ ____ 7 SCALE- 1/8' 1' - 0' SPACING DESIGNED BY O� MANUFACTURER * O � O U1 SECTION 0 �ni 2 Q Al 4 5 B1 s � cn � A 7 SCALE: 1/4* NN 1' - 0" C 5 5 E o o M m cc 0 { I w Z B 8 1/2' "Z" PURLIN - - III F m Lil -- MTL. ROOFING -� PREFINISHED COPING ---- -- -- - BEAM - - - CHAIN - LINK GATE -- — - -- - T 1 N 16 GA. BENT PL - tO J 10 10 1 _ 10 ---__10. - — 1050 105C // .121 11 117 or 8 1/2" PURLIN - - _ M A M E M PLAIN CONCRETE BLOCK (PAc IED A "4- MONO)(IDE 4 • SWINGING COVER )METAL SIDING - PORTHOLES FOR SPIJT FACE CONCRE fE BLOCK (PAINTED) TYOTH SIQES HOSE Jlc END TYP. (8) PLACES EE EAST ELEVATION PREFINISHED METAL SIDING ---- --- I 7 SCALE: 1/80 No 1' - 0" C1 1 g 5 81 6 A B D C C D 5 _ / v MINIM —------------- -- { Liu IlaI Z i z I II illi _ '/ H I I 1 6'-0" HIGH CHAIN - uo I I I LINK ROLLING GATES ' Q I I A J Ot o I I J ! f i� I 5"0 STD. PIPE COLUMN CONT. B 1/2" "C" GIRT - 11111 IP ! V I I I j STRUT - A M M D W I I I -- iv � w GIRT CLIP - rSESOUTH ELEVATION E2 EAST ELEVATION UNDER CANOPY I I � PREFIN iI�ED MTL TRIM - 7 SCALE: i/8" 1' - 0' 7 SCALE: 1/8" � 1 - 0" O A FASCIA DETAIL SCALE: 1" e 1' - 0" TYPICAL METAL ROOFING B1 D1 6 ON "Z" PURLINS SIZE & 5 4 �1 3 2 1 01 � SPACING DESIGNED BY 5 C � PRFFINISHED METAL COPING - MANUFACTURER �}c ` A � � w 1-+-1 J PURLIN ANGLE - _ _ — - ---- -- — - — __-- _ --- - --- 0 O ►- �yr w MTI_ ROOFING. E — ---- - -- - -- - --- - --- T w h•'-, z D. F D.S. F NOTE: -INDICATES ELEMENT TO BE DESIGNED, DETAILED AND •• � l 1 -'-- - SUPPLIED BY METAL BUILDING t,JJ� i MANUFACTURER � � { ■ ( 2 8 1/2* Z PURLIN - LEGEND PORTLAND, 0tf'E60N , - 8" C.M.U. WALL BEYOND pp WINDOW SCHEDULE SHT. # 4— '"� �• STL. BEAM 11 - (0:0:03) DOOR SCHEDULE SHT. # 4 "4'- ROOM SCHEDULE SHT. 4 TYP. OM SIDES KV SHEET NO, OF N B DE k END 00 MASONARY REINFORCING SCHEDULE SHT. 0 2 E3 TRIM DETAIL rWE WEST ELEVATION 7 SCALE: 1" - 1' - 0" 7 SCALE. 1/8" 1' - 0" 7 REV. f�E1!*,*'M'.r'T 1'40. PROJECT NO. f1 F 1 • , 8 9 Avg __...... ......•...... rte.._-.._.-.++•..-. .. .::..i:.. �' �41�II�ir1111iIIIIIIII�IIII�111IIIlIIIII11111111111Jill 11111111 1 111IP 1I I II lfl�I IIII III 111 IIlII11111�1'lT)V III'I�IIlI1II�I�11111111111�1iIIIII�IIIIII1111111fI1III1I11�I1111111111,�1�11111 '; Jr 2 3 4 _ 5 6 i 8 9 10 1I 12 Ili NOTE: 1F THIS MICROFILMED j DRAWING 1S LESS CLEAR THAN THIS NOTICE, I7 IS DUE TO TNF QUALITY OF THE ORIGINAL _ -- DRAWINC OE 62 82 L2 92 SZ Id2 CZ ZC2 l8 61 91 LI 91 SI bl C+ 21 II 01 6 9 L 9 S b E. 2 1"•"" �nllnlllllnlulllllnllllll„nl,lulu,llullluuln11111u1111,1u„hn,lm1,411iIn�11n111nIIIn111n1111uIIn�Iluullullulllnllln1111uIllullflr11r1ullulllull;Illllllllulllulllllululflltt111111�UIII11nIu11II111111uIIIIlII111�1i11t1111�III1li111I11ll�llUIfI11I111IIIWll11 S APRIL 111991 �,: 1 m i 4 m LW Zw ' LU O J "' Q > a ----- a Q tr w a ' 0 as o m a W Q ® i W z 01 W� .40 i � � A Z z �P4 U o I �ZD W > 3'-0w 6'-0" 12'-4"t (VERIFY) 28w 4' .- 00 A 1A 4" BACK SPLASH � � co LAST. LAM.A 8 .1v CD I aCD - -------- -- IX 0 a c Z Q O 36" SWINGING GATE I < :2 m . ;1 N w v) C) o M co) X c rA"% PARTS COUNTER PLAN H REST ROOM VANITY 00 o SCALE: 3/8' 1' - 0' 8 SCALE: 3/8' 1' - 0' O Z acr CO — PLASTIC LAMINATE SHELVES PLASTIC O Lf)' m PLASTIC LAMINATE SOLID CORE 1 3/4DOOR w/ BOMBER HINGES IU ■ -- -- — Vfir� RUBBER BASE PAINT INTERIOR 8 fie � Lim SOLID CORE 1 3/4' DOOR w/ 80L!FIER HINGES -7 PLASTIC LAMINATE C RUBBER BASE O r � w nw PLAST. MM PLASTIC LAMINATE -- 40 LAM. — OPEN - ADJUSTABLk_- SHELVES O � N t RUBBER BASE RUBBER BASE,> a s~ w 0 0 0 U 1� z w OPEN - ADJUSTABLE PLAST. a p SHELVES w 26 -LAM. r PLAST. —` -- ---- _ LAM. 04 PORTLAND, ORLON (�� OF OVV PAINT INTERIOR RUBBER BASE - RUBBER BASE—��' SHEET NO. OF G e r 8 8 8 REV 1',IC). 1391.7'�rllb '— PROJECT NO. 8 1.600"g1 V[I"I"'.CA •01.T1 4N.i. )� ...+...nrw.n.. _._.- 4pMAW � � ► Illlllllllilllllllllllllllllllr IIII1111111 Illllfflil { I11 flY�i !tl ( I -� ! � I I I I I � I � I I I ( I � I I I I I I I � I I I I I I �� I l l � l l l i l � i ! I I I � I I 1 V I I I IrIIIIIIIIIIIIII'III 1111�11I�IIIrIIItIIIIIII1111�I�IIIIIrI�I111111 � '� _, I Y AMR— NOTE: IF THIS MICROFILMED ---- I 2 _ 3 4 5 6 7 8 9 TIO I I —_ 12 t DRAWING IS LESS CLEAR THAN ' ' THIS NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. oc 62 BZ 4.2 i12 S2 bZ EZ ZZ IZ OZ 61 QI LI 91 SI bl E!!I 21 11 01 6 9 l 9 S� b E 2 II2'•LBIN ��llltllll�llllunlun�nuluu�nullul�lillll111�tlllllluluuluu�u�luuri�n�1111�1111111111111III111�1111111�11111111111�►111111!IIIIIIIIilllllll�iill�tlllllllllllll�llllllll<)unlUullullllulllllllllh�llu�rnlllulllnllllUlrlllllWllulllill�llll�lll�llllllllllllllllllWIIII . x APRIL 1991 ` I 60 o- 1 / SUBJECT PROPERTY LANDSCAPE SPECIFICATIONS_,____ F Scaps: Provide dl lobar, materials equipment and related swMcss necessory In o 0 \ I to furnish and install dl landscaping indicated on the drawings or specified w O hersirl. Landscape Contractor Is responsible for find finish grading, soil ' W > r N/GNW,4 Y I \ preparation for trees, shrubs and seeding and planting of trees, shrubs and ch � in Cr < 21> g / 200 300 I 9h 9 9h - 9 Z '� Rough Gradin Fled rough ,les including the construction of berme will he �� w established by the General Cont►�lctor (t3 Inches finish grade). Q 0 / --- zCo i Finish Grades: Finish grades will be established by the Landscape Contractor. S.W. SHADY LANE E'er w r. �\ Site Makltalnence: During all landscape work; keep pavements, planters and 04 01 1100 O — — buildings dean and unstiakled. Keep work areas in an orderly condition. Remove �� 1200 / 700 / / d) litter and waste materiel from site. Q — 900 � / Warranty. Warrant all plant material after find acceptance for duration of one (1) Z G / / full year. Replace plant material of some size, conditlon and kind as specified 0 z Z 1300 PSS / / 500 In the plant schedule except replacements shall match caliper and/or height 0 (37- — � , / / attained by other plants of the original planting. �� w o i U N cc / Top": Provide topsoil which Is dean, fertid, natural loam obtained from a local Ott 'nwall drained source free from debris, roots, stones, weed seeds, or other roots or . 1400 1000 / P� °' grosses, or other foreign matter. '' 10 400 3 tL1 Z Mulching: Mulch shrub and groundeover planting beds with 2 incl layer (minimum) Z J / DO of medium bark mulch within two days after planting. Apply mulch evenly with E" O PQP dean and consistent edges. co 0:401 irrigation: Provide a complete outomotkally operoted underground irrigation system Q+61 for all planting areae. Submit system design proposals to General Contractor for --- — —' ----- PROPERTY IN FLOOD approvd' PLAIN TO BE DED— Maintainence: Provide complete and appropriate maintainence of all planting areas ICATED TO CITY OF for a period of sixty (60) days after planting or until final acceptance by General TiGARD Contractor whichever is longer. CO � / - - - — rn ^ CV) cD 0) PLANT MATERIAL LEGEND o Cr 'I co C-JANT. COMMON NAME BOTANICAL NAME SIZE REMARKS 00 LM LOCATION MAP 3 LONDON PLANETREE PLATANUS ACERIFOLIA 2' CAL B&B Z tD 0 LS 2 COLUMNAR NORWAY MAPLE ACER PLATANOIDES 'COLUMNAR' 2' CAL B&B CL - �O Z J NO SCALE 18 MUGHO PINE PINUS MUGO MUGO 15'-18' CONT. C 0 m 8 SCOTCH PINE PiNUS SYLVESTRIS 5' B&B 5 BLUE PETER RHODENDRON RHODODENDRON 'BLUE PETER' 18'-21' CONT. 7 ZABEL LAUREL PRUNUS LAJROCERASUS 'ZABELIANA' 18'--21CONT. 33 FRASER PHOTINIA PHO71NIA FRASERI 21'-24' CONT. 13 FATSIA FATSIA JAPONICA 18'-21' CONT. / (7) ZABEL LAUREL (33) FRASER P140TINIA COVER KINNIKINNICK ARCTOSTAPHULOS UVA—URS! 1 GAL 32' o/c s= a r• (13) FAMA —\ �v TIN--- — ----- — — — s KINNIKINNICK \ I CANOPY ABOVE I A.C. PAVING i I (2) NORWAY MAPLE , � 1 \ KINNIKINNICK 1 I-'\ (18) MUGHO PINE •- 0 4 CONC. WALK j' a I � (EXPOSED AGGREGATE) � I <ROLLING CHAIN z I LINK 8' HIGH A.C. PAVING • / � I GATES (3) SCOTCH PINEd E— V I 0 f 0.1 w CANOPY AAovE -- BICYCLE RACK o �~ 4" CONC. SLAB 3 vi cri/ SIN I PROPOSED BUILDINGw 0 O co tZ LU \ (5) BLUE PETER RHOOENDRON (3) LONDON PLANETREE _ cr a o -- WI M BLU IF y Y.._ � l PAD—MOUNT H.V.A.C. UNiT /� t� n /� �F'OaTL'�ND. ORE�iUN =� l�� SP LANDSCAPE f'"LP1N DEVELOPED SITE AREA SHOWN 1a.7d8 .ft. - KINNIKINNICK 3 SCOTCH PINE - - ( ) L� SCALE: 1 - 10—0 PROPOSED BUILDING AREA 5,120 sq.ft. a 27.31 LANDSCAPED AREA 3,169 sq.ft. - 16.9X OF" �� NATURAL GRASSES AT SLOPE 667 sq. SHEET NO OF PAVING AND SIDEWALK 9,830 sq.ft. v 52.3X TOTAL ROOF AREA 7,589 sq.ft. - 40.4% � ,NORTH PARKING SPACES PROVIDED 13 - 1 SPACE PER 482 sq.ft. BLDG. AREA RFV I'•EF11:[T NO. ',391-776 ..� — PROJECT NO 9 OF ".. o.mnr.ei.ur nH.co roene►W,Of - {II111 1{1 111 111`111 I{III{1 Itt't11 111'111 111l1�1 1�4`1�1 i�II11') 1111111 lItJill1111`11 lit�tllllilylil lilltiillil'lllllii�lil�itl�l(I III�IiIIIIIIIIIIT{Iltit(litlltlllilllil,ltt�tlt ` M 2 ..3._•.r 4 5 6 7 8 9 IID I I --_+ 12 t NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 IS DUE TO THF QUALITY OF THE ORIGINAL oRawirlc;. 0C 6? 92 [Z 9? S2 V? EZ ZZ IZ OZ of 91 LI 91 SI t►I EI ?.I 11 UI 6 9 L 9 S b E Z I'.►'" L.- '—r Nt1lIIIi�NII�INI,IIIIIiHI�NIi�NIt�INil1)ll�lNllIIN�iIII�IIi1,Ulifllll�llll�IIiI�IIIIIINi�NiIl111t�llllllltl�ltll�Iltl�llltllllt�111111111111111IIIJIN1111111IIi1i11 Ill it 11111ll�llltlilll�llitlilli)1111{{tlti�fJt1I1111�IIIllllli�llltlllll�ItlJlkN�tlllittt�Ith111i�U.11lilil�llli��W�ll{ p APRIL1991 r R O1J � A ►1V oli- , 1 Il^TE 1 ` '10 tf,. in W (\/�/��—'/Tye)-\�/� fL0 - 7�7 100 / \//- / _ M yM.. . Yy •.�. r ,y y1 ,may 4 CWt ILA` 11 T \..J eo Ir rJ SIDE Wq,C mou✓rsd.� II F r I r " f — Q4 112.* dI_GLA_ fS '- :. _- I Wq • `'! 'KEEP OFA' H# -- F� iB . ml2'-e,. ,.�-• •'1 wmt rde..L.l�. I°Alak�• I , I ; ¢'I�' FX HAasr I hbf GR%V.4 I III/il I— — f o co 0 CI � It r^ � Iol 4' t NgeFlze N0 GENERAL NOTES LISAISID XCr a "rA L,57 'I1* m o M A 4 Coordinate register placement with reflected ceiling plan. aT '^'•, . ,/ _ I p,[7e.♦7'(O�L,. , .� DahRP02.'f:i [ Y OTf(GKSJ - cr0 6C/Jw O (D ID {I HVAC contractor to layout and provide all necessary curbs, a r-air O louvers, flashing, sealant and weatherstripping for all building urum+ a ,C."A: NO penetrations . O I m Roof curb design shall be approved by Building Structures prior to fabrication an follows : G0 ` GPII-TWn" i11FFU5ER. Root penetrations to 6" allowed in centerline of flat FmlJw GTTT GEILIAIdI . pIz -3URF", 1 i Roof penetrations to 18" allowed in centerline of rib-high T' tR V -) \ I Roof penetrations greater that 18" require custom-built curb GDZ AILING 1(AU. %9 r1PR1 (see detail) 5e. Yj•UPPGY GRID-E W/ 01150 V v Roof curb installaticn by metal building erector if provided in GIW LSIL(NG QEiC!RN r 6AR: ITi_m C timely manner when roof is being sheeted. It not provided in a eRGI fcslW+dCw KMI P- 6t1RFA-e •sO �s� timely manner, HVAC contractor to Day adjusted installation cost. CE4 GGdi-INcn EXNAUOT• 61J7FA-e-4 °i ¢ SLUE I Rooftop curb delivery, layout, basic alignment and preliminary al' .THB11147AT am positioning by HVAC contractor. W ."!SLN�UR ale II�4' 1 I Gas piping from meter to eQuipnt (including water heater) by )+D %PIR.- .OAMPEK � I. { HVAC contractor following building lines in a neat and orderly VD VOLUME Do.Mp�R. out through No exterior roof rant. For gas pecks, brine goo linea __ 5upp RPE i � out through reef curb adjacent to oQulDlaent hookup to avoid roof penetration. 9 SUPPLY DUCT --- O RarTueN / FacHrs:ubr ouc7 L — { Flue venting of water Lester to be included in HVAC contractor's O(I$I RdG TO Rt:FMIAf bid. ® Ri?MdVE Any secondary framing required for installation of mechanical # I I equipment to be furnished and installed by HVAC contractor. GpNNE:.GT 'D FKIhTIt�l(" - ) 0i I Fay for all permits and fees. R LG+ BtER.61EN ' �IG { Air balance entire HVAC system for even temperatures. EQUIPMENT LIST —� I 3/4� � I.-- — •— _ EQLTIPMEHT 'P-1 oownf]ow gas furnace 4-' hwE lfoperation down to— — - - I Condensing units to be Trane, Carrier, Day & Night or Lemnos: with 1 , 1 off., or better - low ambient cratros or p .l OF. 1 , 1. 8 eft 0. ESP I I Gems input 80 MSH Upflow furna .es to be Trane, Carrier, Day & Night or Lennox with 0.5 hp on 120/1 ph I 1 r ( a Seasonal Efficiency of 80.1 or better. Provide with TA Height 100 lbs (?YPII-� I { { filters. I�41 I I Thermostat to be Honeywell T874 with subbase. CU-1 Air-coolodlrndensing unit. { 3 ton nominal, capacity o Ceiling exhaust fans t. be Broan, June Air , Pace, Greenback, Fenn Unit HCA 94 on 108/3 I-• ' Provide with low ambient with backdtoft dampers. Control by electrician. control to 3011- , Attic ventilatnrs to be June Air AR, Greenheck, Pace, Penn, Cook r propeller roof fans with unit.-mounted thermostat, baekdraft EF-1 Coiling exhaust Len EF-2 50 cfm M 2 sones sax. f--•I I' damper and curbs approved by building Structure+ ..- 100 watts on 120/1 ph ( 7 I I Infrared heaters to be Cox Wondaire, Roberts-Gordon Vantage or rroan 670 e 1 Perfection IF with line voltage thermostat and side reflector. AV-] Roof-mounted attic exhaust Cho 1,425 aft 0 0.25" ESP. 1/6 )!p. I -4 _ 190/1 ph_ Rrovide with back DUCTWORK draft deeper, thermostat and custom roof curb. ' w Insulate all supply ductwork . Sound line all supply and return 1 ductwork within 5 feet of fans. only uae ductboard in concealed Cook S:f5C10D �_ _ I areas. Only ThermLok tape allowed on ductboard. 110 e p r-9 powerburner. heater with 9-1 Quo o a 3/4 4 uR 11,11.4-T 9 " 4 rel / f Fire dampers to be 954 tree area style B. r-3 i0 MRH input 511 V)A1�- <t C �BO /7r� V'T� Carbon Monoxide system; Provide 6 neoprene hoses (4" diameter--- 1.9 asps on 110/1 ph aS each 10 Lest long complete with tsllpipe adapter) . P door ports All three heaters on one g0 will be furnished and installed by the door manufacturer. Providdline e withelwill thermostat. itk side reflector etas outside air inlet . GRILLES AND UIPFt1SERS , �I Krueger, Carnes, J & J, Metalaira , Titus 1. All rectangular ductwork to be sound attenuated. 6ldowell supply grilles with flanged frame of sufficient width to 9, All Pil ductwork to be tnsulated. cover opening irregularities. Double deflection with Vertical 3 . Ceiling diffusers and return air grillos blades in front . Finish baked white enamel . Similar to J & J to be perforated tope type, 4. Place condensing unit oo 'r,iberglas• ad, SHEET NO of Ir TN � 9909. Return to match. S. Run condedsate to ou•.ide of buildin�. Ceiling74 . exhaust or return grilles to be aluainut lattice-t"e egg 7, 'Phsrmostae to be Watoreell Ttillo 7. Furnish o�1e linty �Olbge tlMt•mostaC to p ,i crate, baked white enoasl. Blotter tb J a JALEC-5. -.74I I n oLetric:an for cettdirl of three radiant j � 1. REV ,! -O heater-s . k ` Ceiling diffusers to be p?r[Oralted fees. baked r.elta enamel . " r gyps °' - S chd'bW ebnd9Ya>pIQ t tri Stader to J & J 1900 or 1230. Provide plaster !rases for '. board ee l nqe, . 1f to ne". il. Gaapksaq tlMe riled 1—FEEIMIT NO. 891736 ,•a. ._.*^�... 1h1B �Yltle.Yl. � .rr. :, .. 1 NNo.IF('.r NO rd '.. > :.. �: .,_"r yxr-. ... - w.Fr � ..,,,.•A1 w.l .a, tlaAmR'pT!wIC"'4Ra At.. ..+s,+"^""+'"'•._.. � 'k.ro,F Mellow. ...._. .-..'+elstw�.^,*eKraw_ tmtaM►:.aRse•-... , .. . .. __m..*zwaz sr", m.,M.»,..., ,,,,.. I5'_- —_ _ • Mlll1 1 1 1 III I l r l l l III I 111 1111111 I III I I TII 11111 1 1 111 I I III I I III t 1 111 1 � l 111 11111 III 111 I III lIl t11 III 111 III 1 1 111111 I1IIII IIII III111)11111I1111111If I1I1111111I111I rIf11I1I1)1I11 NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 6 9 0 111 11 rIl 1r 1 12 DRAWING es � t-- - --- - --- IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO THE QUALITY OF THE ORIGINAL _ -- - --- - --- DRAWING• OE 62 92 12 92 92 42 f2 22 12 02 61 RI LI 91 51 ill EI 21 H 01 6 9 1 9 1SIr C1 2 1"'n. Inr1uu1101Iuu1pu1un1uu1nnlunlUI11111111OIlu uluuLNlllud11n1D111NIlIIIHIIlUI1111I1111III11IInIIn1111111II111I1111IIlI IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWWWUIIIIIIIIIIIIWIIIUIIIIIIIIIIIIIIWIIII T 1 APRIL 11] 1991 I UUTSIrl- I IGHTING SCHEDUI E TYPE DESCRIPTION PRIOR APPROVAL r 1W H1:.H PRESSl1RE SODIUM WAl l MOUNTED AREA SPAULDIN6 RK- 100 -HHS 00 4 00 I6HT WITH I- 1W FPS 9500 LUM CLEAR LAMP, ANG roc BALLR' 1 110 VOLT. 14 FT MOUNTING HEIGHT. NPW Q "10►W HIGH PRESSURE SuDIUM WALL FLOOD LIGHT SPAULDIhIG BNII1-T00 FPS-PC w a a WI) i 1000 S 9500 LUM CLEAR LAMP, I-IPF � � � $ A W 208A b o o Q BAO A'.�AST, 120 VOLT , WIDE BEAM, WITH PHOTO CELL , CONTROL 19 FT MOUNTING HEIGHT. RIGHT 08 l C 0 20917A ❑ 100W HIGH PRESSURE SODIUM CEILING MOUNTED SPAULDING HTI-100-HPS-CM / 400A 120/240 30 . AREA LIGHT , WITH I- 190W HOS, 5500 LUM CLEAT f` LAMP, HE'S BALLAST. 120 VOLT — SOA 120/240 10,----- 110 W HIGH PRESSURE SODIUM, PAINTED CEILIN6 BENJAMINE ISK 100170R I CU I 30A 240 3�C` ^30A 240 30 --- MOUNTED VAPOLEI , WITH FP' BALLAST, 110V . 16W L---J 225A 120/240 10 D I 40 C I RCUI fS CLEAR HIPSLAIY'. PROVIGG.i� t r ELECTRIC CELL IN 1A� CIRCUIT TO CONTROL LIGHT AuJ DOI_S HI — RIBI. I. C(D 7A SYMKEEP 0FF �---- J, - P ELECTRIC POWER CIRCUIT CT CABINET � V1 TTELEPHONE C 1 RCUI T IOHP COMPRESSOR S SIGN OUTLET FROM PGE Int Ca O JUNCTION BOX FOR FUTURE SIGN NOTES I ALL FLOIX} LIGHT FIXTURES SHALL BE CONTROLLED BY A IN(,.tF PHOTO CELL AOUNTED ON THE 2 AL, OUTSIDE LIGHT FIXTURES SHALL BE PAINIED ALIKE. SUBMIT SAMPLES OF LOAD SUMMARY STANDARD COLORS TO OWNER. I_TG S 18.7 KW 3PLUGS 4.3KW VERIFY AND COORDINATE THE ELECTRIC POWER CO. 'S REQUIREMENTS POINT OF FEED,CONOUIT SIZE AND ROUTING, TRANLIFORMER PAD SIZE, LOCATION AND MOTORS 12KW IOHP 30NACE 1.5HP REQUIREMENTS. � REQUIREMENTS. AVAILABLE FAULT CURRENT, METERING, AND ANY OTHER FURNACE A/C 5 3TON 3Ql p M WELDER 12. 0 K N S cl VERIFY AND COORDINATE TELEPHONE CO. 'S REQU'REMENTSt POINT OF FEED, 367 KW IO 13K`N 3JDX � d CONDUIT SIZE AND ROUTING, AND ANY OTHER REQUIIF'MENTS. THE ELECTRICAL m c CONTRACTOR SIIALL PROVIDE AND INSTALL THE TELEPHONE BACKBOARD AS RFQUTRED 0 c0 Y TH TELEPHONE CO. Z 5 PROvioC JcurLTl6N4 6" t C.KdUIY TO 10 FAww"&oA1ld c;Fbg f 0 A 20 AMP S'06.N C/ OV-As,A~ G,s AC-u.r,1 U • O POWER PQMks rim — C_ I I �I 1 I / s I �l 1 :5, 15 A 14 O c� A A U) U LX ic_ a- 0 Ld >— w ,�w BUILDING i } I U G- 0 ' I I.lJ Q I I o 3:0 3 I OUTSIDE ELECTRICAL SHE EI No OF I - 10' -O'l NORlN E RFV I`:'E:I:«:P'I I'T' .9176 Pn(),IE(:1 NO 1. 1 0 F. i. '' 84 son X4{1 t{i III t11 111 1I� I{1 1{1 Ilt 1{t 11t t{t t{1 t1t t1i 111 111111 til I{I t11 t1t 11t ►) t{t t{t t11 111 !1t t11 ►{1 111 ►11 t11 1{111{1 1111(11 1{111{1 11111{1111111{1 ({1111111{II12 I � I I � 1 � 1 ` 1 1 1 � 1 � 1 1 1 1 � I � � 12 _ NOTE: 1F THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL -- DRAWING. OE 62 92 12 92 S2 b2 E2 22 12 02 61 91 LI 91 SI bl E 1 21 11 01 _Q 6 L 9 1; b E 2 1 ►llluulunluulul;luulullllulhlulunl1111111I1hn►� 111u111im1u11111111t1tt111n11111111UII1111t111111�11ttitlttttltlillllil�IlIII11H1ItI�ItNt�ItIIIIItiIIIItIIIII�IIIIIIHtfIIIII1tI1�UH11111�I1U1Uu11u11n111111111111111NIIW�I ll�ltlllflllWl111111111UIIplI�IWIIII APRIL 111991 EQUIPMENT SCHEDULE I TYPE _:EQUIP. TO BE INSTA„ LIED BY OTHERS CONNECTED BY ELECT. CONTR. I P I I 1 - Y I EF- I ,2 I EXHAUST FAN 10011 IZOV- Iph t - n I F- I I GAS FURNAG F , 3/4 HP I ZOV-Iph I 1 8-1 TO I I ;mFRARED HEATER FLA 2 AMPS 110V- Iph 1 CDIJC !` } o I F_I I CU-1 1 COOLING UNIT 3 TON 24 AMP MCA 3-ph I \ U) 00! oI > t CU-I w'-I A TTIC JE/)—, '/LrP ie j / 1 Z w Q l�l (. 4 A L A TE R N t n c_�. - a y W 3: N H - I W �+t t' 1 I'r d M I a' > :1 Ua W P C u-1-(-- NOTE: N p o s a I. "EF1 and 2” UNITS SHALL. BE SWITCHED WITH THE ROOM LIGHT SWITCH -~ --- -� FILE F( ®17 Z. VERIFY THE LOCATION AND TYPE OF ALL EQUIP. WITH GENERAL CONTRACTOR. �� F-1 2 T �� ELECTRICAL SYMBOL ----{+— -- �" � � Ca%u►�Ld nuP«X o4rLtr Zci► rzv✓- 1100%PARTS DUP! EX OUTLET ZOA 110V-1ph ♦ TELEPHONE OUTLET s CUSP. WAITI G SERVICE RECEPTION STORAGE A z [�h K ►% T v �-` POWER OUTLET Iph SIZE INDICATED ® COMPUTER OUTLET '---1' POWER OUTLET 3ph SIZE INDICATED E -T-�ITELEPHONE TERMINAL BOARD no EF-I DEDICATED POWER OUTLET ♦h F FLUSH MOUNTED FLOOR OUTLET U - C. CEILING OUT.ET ♦p „ OVER THE COUNTERTOP OUTLET CA SWITCH-SPST ZOA RATED ♦,,o,,, UNDERCOUNTER OUTLET 4A�,� �� _� �� I j SWITCH-3 WAY 1 8B I BASEBOARD HEATER SIZE INDICATED - --- ___..1 >114 19 SWITCH-4 WAY ow H WEATHER PLuUF OUTLET / SWITCH LOW VOLTAGE Q JUNCTION BOX SWITCH DIMMING �lhJ MOTOR CONNECTION ;IZE INDICATED G� c M (� ~-- - - - - - ` THERMOSTAT HVAC UNIT INDICATED `&V FAN MOTOR CONNECTION � O� I {{ SECOND FLOOR MQ SENDING UNIT-HVAC UNIT INDICATED EQUIP. CONNECTIdN TYPE INDICATED x c I 1/8": 1' _0" D O p � 1 DISCONNECT SWITCH r EQUIP, CONNECTION TYPE INDICATED I Ell ABOVE CEILING OR ON ROOF O z lam' FUSED DISCONNECT • a - C? CC C) i -- - - - LOW VOLTAGE CONTROL CIRCUIT MAIN DISTRIBUTION PANEL O LO PANEL BOARD r CURRENT TRANSF. CARNET _ Pei wP r aor� I i I LINE VpLTAG ERVICE SHOP I I PANEL SCHEDULE 200 AMP 120/240 1-PH 400 AMP MAIN THER MOSTA T ICK Ili LOAD :AMPS {CRT :CRT ;AMPS I LOA'S 1 CRF; t ; 4 1 :8RKR1 18RKR: 1 asst cna efafea xafzsss sazfass:_ssfsfseafnsf snz azfzfseeffsaf:sasscc:zcllszc.ze.z- � I1 -ph PANEL i 157 1200 ;Ag � 30 1 �1 ICOQ'_iNG UNIT L 4 I ` B-2 L - --- - ---- - ; 5 157 1200 ; CI 30 ! 24 1 6 7 :COMPRESSOR : 24 30 :A SPARE : 8 r; 9 ; 24 ! 30 : B : : : SPAPE : 1 0 : 11 : .14 1 30 : C: : : SPARE Z : 13 I SPhHE ! I :A I I : SPARE 114 : 15 : SPARE : ! : 8 ; : : SPARE 115 : 1 17 SPARE : : I C ; SPARE : 18 I ( : 19 : SPARE : I :A 1 SPARE !20 : 21 1 SPARE8SPARE 1 22 i _ 1 ; 23 : SPARE ! C ! : SPARE 124 : L- • mzfzlfeuzce_e -zzr,xzs:r wzz-i=:z=z-ar_zc-z xaeexcez .._.-_`' _aa:-_ zs_e=.c�a asc=v exz= 0 _-1 1 - asa scsc- L - - - - - - - - A•-ph 205 AMPS B-ph 4Q-AMP C-ph 0 AMPS w V c1 I ` rY Q LL z 1 Lel w o Ln PANEL SCHEDULE 200 AMP 120/240 1-PH LL C B-3 MAIN LUGS _7_1 0 fx LLJ I-- 3 CK I L CAD ' :')MPS !CRT !CRT :AMPS L0A0 I CRF; : O :8RKR : 18RF,R1 : O Q CL :tt iesfafef szue fzs¢ce aazz��c=..t..^_ecssa nscwy a=xf xz oos;=^sao ezz� acxz o.x.sz sox-ac-lei V- C) ! 1 :LTGS-SHOP WEST WALL : 12.7 1 20 :A : 20 : 17.7 !LTGS-SHOP CENTER 12 1 _ 1 3 :LTGS--SHOP WEST WALL : 12,7 1 20 ! C1 20 112.7 !LTGF-SHOP CENTER 1 4 1 1 G. !LTGS-STORAGE 2ND FL : 11 . 9 : 20 IA 1 20 8.2 ILTGS-STORAGE : 6 ! 1 7 !LTGS-STORAGE 2ND FL : 11 . 9 1 20 : CI 20 : 8.9 ILTGS-STORAGE : 8 1 1 9 ILTGS-STORAGE 2ND FL 111 . 1 1 20 IA 1 20 1 2.4 ILTGS-OFFiCE ! 10 1 0 A I� 111 ILTGS-CUST WAITING : 6 . 3 1 20 1 CI 20 111 .8 ILTGS-R..PM , SHOP DOORS 1.1 1 --- -moi' - - - - -- : 13 (OUTSIDE SIGN ! 12.5 1 20 IA 120 1 4 .8 :1 -OUTSIDE : 14 1 W IO r 115 : : 12 .5 ; 20 : CI 20 : 2.9 ILTGS-OUT'S1IDE SECURITY116 ! 117 !FURNACE ; 13.8 : 20 IA 1 20 : 6 ! INFAH RED FANS ! 18 ! 119 !PLUGS-SHOP : 15 : 20 i CI 20 I 12 (PLUGS-•t)FFICE/WAITING, !20 ; VVP !21 !PLUG-TELCO ! 1 .5 1 20 !A ! 20 : 7.5 :PLUGS-STOP,AGE :22 : NORTH ' 1 23 :WELDER : 50 I 60 ! C! 20 1 : cam AV 14� q-ursTA1PS 124 1 FIRST FLUOF�' 125 50 1 60 :A 20 1 .5 1NIGHT LTGS ,LIG , SHEET NO. CP 127 !SPARE : ! ! C ; 20 : !SPARE 128 ! L ! 29 :SPARE I :A 1 1 :SPARE 130 1 3 131 {SPAP.E { I C! I !SPARE :32 1 33 : SPARE : I :A I : :SPARE !34 : //�' r 35 {SPARE I I i { ; ; 1 HES LE 1 37 ;SPARE I !A C' SPARE !36 1 i."' OF' i.3 I r 1 SPARE � 39 ;SPARE 1 1 f3B 1 C SPARE 140 : f�ffsflRla9tat-ctCS.=��3Cxq•xa6i C�taaq<L�a CafeS■ff af=l eRes CafaC9 s32^-tea .3ssx3L^q-ln fe RlCz A-ph 156 .6 AMPS C-ph 156.7 AMPS PROJFCT NO Off(OM 11 U1 Mnf•:n M1.•1 Mfi f)• -.. •i.i,L . gos �IIIIIiiII1IIIlI�IlI111IIII�IIIIrIIIIIIIiIIIIIiIIIIIi�III'IIIII�j�lllh IIIlI111�II1I1(!II111I11 I111IIIII111It`I�IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIII1111ITIIIIIIIIIIIIIII111�11►�IIIIIII 2 3 4 5 6 7 8 9 10 II 12 t NO CE: 1 F THIS MICROFILMED -••- - -" �--� DRAWING 1S LESS CLEAR THAN 1 THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, CSE 62 BZ L2 9Z S2 02 C2 72 IZ OZ 61 FI LI 91 51 bl EI Zi II 011 6 9 L 9 S`---. -.bI �I. 2 1 rt11u11�uIlIIlI111InIIII111Irr�ult�u11�1111�1111IIIII�uuIlHllrrrr�>Inllnr�Irru�llll�IIIiI1111IIIlIIiIIlIII11I1111I1UIIIIIIIIIII�IIIIIIIIIIIIIlIII11�t111IiIIlIuIlI1111IUI1I1111jUIlIIIIIIIIII11111�I111III11I1111�1i11�1111I1111I111��::I111111�1I111�11L'lllllllllll1111I1111�11j1II11 � APRIL 1991 t , LUMI NAI RL SCHEDUL E Lighting fixture schedule for outside and inside light fixturee. Bubsitution wi1,h egleal or better P ` TYPE DESCRIPTION PRIOR APPROVAL _rr -*._-_ - ___ .-. __ __ __- ---- -- ----- -- OD y o A 100 W M16H PRESSURE 50Lj 1M, PAINTED WALL SPAUt D1 NG RK10"S Pt Uj MOON(E•D FIXTURE , WI TF: K-' BALLAST I IOVJ W L Uj Q 6 _ �_ 10P1 W HIPS CLEAR LAW Q 0 a > , -� _ 8 100 W HIGH PRESSURE SODIUM, PRINTED FLOOD SPAULDING BNIIOOHF'S PC OFFICE LIR `"�------- 9 LIGHT FIXTURE, WITH 1IPF BALLAST 110'1, �v E E __ WIDE BEAM SPREAD, 10r'IW FPS L L' E Ak I AMP 0 F i F E— C 100 W HIGH PRESSURE SODIUM,PAINTEi] SPAULDING HTI100HPS PC I CEILING LIGHT FIXTURE, WITH HPF BALLAST AT FOOT OFF SWITCH MOUNTED 4 IZOV, 100W S CLEAR LAMP _��_�I �t�'—�—� WS .J STAiHS PA S 0 I00 W HIGH PRESSURE SODIUM, PAINTED BENJAMIN ISK100120A G CEILING MOUNTED VAPOI.ET, WITH HPF BALLAST C - 120 V. 100W CLEAR LAMP. PROVIDE A PHOTOELECTRIC CLIST W41T SERVICE RECEPTION CELL IN CIRCUIT TO CONTROL LIGHT z �`I J E ZX4 FLOURESLENT TROFFER SUSPENDED CEILING aNJAM:N GRS 7214-4 2-F40T12CW, CLASS P HPF BALLAST, 1ZOV 2� - n 12 F 2X4 FL.OURESCFNT BENJAMIN (., 77174-4 7-F40T12CW, PLASS P HPF BALLAST, 120 V F F E 6 4' GENERAL PURPOSE INDUSTRIAL FI.w1RESCENT BENJAMIN FKR 1124-4U j I WITH Z-F40T12CW, CLASS P HPF fvtLLAST 120V ®� �"� —� - "-i---=1 H FLOURESCENT HIGH OUTPUT INOU:,TRIRL FIX BENJAMIN FLB 1121-8U WITH 2-F96t12HOCW, CLASS P HPi BALLAST iL ------- --� 10% UPLIGHT 120V J 4 FLOURESCENT SURFACE MOUNTED WRnrAROUN0 BENJAMIN CA 2224-4 F41 I- FIX WITH 2-F40T12CW, CLASS P HPF BALLAST K EMERGENCY LI6HT FIX. WITH 2-PAR 313 LAMPS LIT03NIA ELU-2 0) 1 - - - _ , AND BATTERY BACKUP 0IM O --'2,4 I SECOND FLOOR Cn Q I " ) I X EXIT LIGHT WITH IW(J 6WT-5 LAWS, LITHONIR F21P-WG-2C � I '0Z-SIDED PLASTIC r-ACP X Cr r EXIT LIGHT WITH TWO--60-S LAMPS, LITHONIA F21P-W6- IC O O M 1-SIDED PLASTIC FACE NL NIGHT LIGHT ON EMERGENCY CIRCUIT 0- - C r r-- - - - - -- - - - i NOTES 1 i I M 1 I INSTALL FIRST ROW OF FLOURESCENT FIXTURE AT 10' . AVOID OTHER MECH. EQUIPMENT. ALL OTHER FIXTURES MOUNT AT 12' . v COOAPINAT/r w A/i rT.Q C7e )��7 'c oN r�LAC/7rI ArirJ 7r of 1 I L.aNT Irit7.r.rrs Eev.r. �•ers -- - - --- - - -1- qtr, I H I I El,eetrical Specifications Receptacles 'lhe electrical contractor shall furnish and install ; as indicated by the General Clauses and Conditions electrical. symbol schedule and drawings, grounding type, specification-grade The General Clausee and Conditions and the Supplementary General Conditions receptacles meeting NEMA standards and bear the UL label or equivalent. All -are horobV made a part r, the Electrical Specifications. floor outlets shall be mounted level end flush with the finished floor, brass finished, and provide for wet mop protection. -- --- _ _ __ _ _ Scope The electricpl contractor shall furnish all labor and material or as nottd, to Circuit Breaker panels SERVICE SHOP I IThe electrical contractor shall furnish NEMA I circuit breaker panels, as i install the electrical equipment shown on the dreltlrir►gs herein opacified. The contractor Ghali secure all necessary shown on the plans. Panels shall have UI_ label or, equivalent. Boxes will he H Com- � I y permits and licenses required and 1n baked on enamel finish and will provide airing g��ttars, as required b the NEC. � accepting the contract agrees to all equipment in working order at the P Y con lesion of the The fronts shall he either flush or surface noun: as shown on the dra inra and p pr o�act. W d ` shall be equippedwith a keyed lock and a directory holder. The electric's) I Material contractor will fill out the directory for each panel I " All m,,:*erial used *hall be new ,unless noted, and shall bear the Un•ierwriter's iaboratoribs, Inc. label or equivalent. All material shall deet Molder Case Circuit Breakers H - -� - i Molded case circuit breakers shall be installed in the branch circuit the requirementf) of the drawings and specifications. panel - - - - - - - - - - boards. Each breaker shall provide inverse time delay under overload conditions Workmanship and magnetic tripping for short circuits. The operating mechanism shall be � fill electrical work shall be in a-ccordance with the NNtional Electrical trip-free and multipole units will open all poles on one poly, trips. The Code, shall be executed in a wurkmanitke manner, shall present a neat and breakers shall have sufficient interrupting capacity to interrupt the available; H I symmetrical appearance when complete. fault current provided by the electric power company, t� Luminaires Showy i Shoal Drawings The contractor shall submit for approval descriptive literature tor all The electrical contractor shall furnish and install luminaires, as pI trice) equipment installed as a dart of this contract. described in the Luminaire schedule. Luminaires shall be complete with diffusers, where anplicahle, and with lamp as indicated. Fluorescent ballast 0 � shall be Class P and have a sound rata 4k I H _ � I ra individually fused, according to the ballast is to be ' All motors And control Ilirinp and devices *hall be installed by the Q _ - - eorPtractor- f•!rnishing the motor, unless noted. All power wiring to the motors and the connection of Ilia motors utl'1 be completed by the electrical Service Entrance Equipment < LL t I contractor. The electrical contractor shall provide and install the control The electrical contractor shall furnish and install a service entrance as l� W I I circuit conduits and switch boxes. shown on the Electrical Distribution Riser Diagram. The ground shall be U H I connected to the water pipe. The switchboard or service panel.board shall. be Telephone and Computer Equipment braced for a minimum of SO.W40 amperes rms or for the the available fault c-!., rent from the electric ower co. which ever is greatest. �, All tblllphone and computer equipment and wiring will be installed by the P g H, W C� bontroutor (Vi nishing the erquipment , unlpse noted. The- electrical contractor High vol#age cables, transformers and secondary voltage cables tri the Z shall ,pr-ivids the outlet boxes and the dbnduit to the outlets as shown on the service entrances shall be Installed by the electric power company. The '" 1- dreawirir;s. A dediCated power circuit shall be provided to the telephone terminal transformer pads, conduits , metering equipment and ground grid around the 0 ~ _ H I board find to the wain computer, if any. ';All floor outlets shall be mounted transformer pads shall be furnished aril installed by the electrical contractor W W ~ i J z level end flush with the finished fIvor , brass finished, and provide for wet as required by the electric power co. . The electrical contractor shall be 0 mop protection. The electrical contractor shell provide and install the responsible for any additional requirements and/or costs by the electric power T telephone backboard as required by the telephone co. co. I AL TE P"TE S I1 IZO/244D volt wiring shall most the following r0quirer+ente. The electrical contractor shall provide a cost for the different alternates An Minimum wire stae will be No. 17. AWG. as described on the drawings and notes. Each alternate shall be priced I--- - - 1� - - - ---� B. All conductor-% to be install to cdriduit, and to rigid metal where separately and shall include ary increase or decrease in material and or labor exposed to traffic. cost . C. Three spare 1/2-inch conduits shall be installed from each flush oiouht panel to the dolling. r 0. Feeder condu'lis shall be in rigid cnduit. ,1 O I` I I! j I- FLUOR NORTH ' 4 1`' twep `y ara Lii�hit00 WO �+3wsrr ii I/9` = I' - O The eloatrical centr.-rtor shall pr•ovhde temporary lfghti.no _nd power. All "t 01111y conrdAna4iloh, t•equir•emenis and tees shall Foe the r.sponsibility of the SHE ET NO. OF S I I elecirfcerl contractor 3 A . .I lartl�t�IMls ,r .,l 6atlteah*A of 41 be IIIC general-use, snaps switches, spec4ficetion grade, 20 e REV. wAviklr(t%, too,-Vo14sj aithar e!ngle pale,thrie Way or fbJtl /+ay as shown cit) the ,+ drwirri1A am# Met or 4he Tal Iobs1 esti• 40Ntva1sht PROJECT NO 89 Boo •,,,,,�..—...., „�-...,._....., .., W ... .:X .:._+°1%�h:.'.I.b..s n.i,;�::v.wJ..n,...r ...tie ,;... .. ... . . . .,.. ..lk?+.fi,7..... ., . r .. 1 .. ., -,. ., a Al �"-roel• - '^I I I III III III III I I I I I III I I (� I l i I ( I III I I I I I I I I I I I I I I I I I I I I • ,.,_ ,•..._.._ -��• '.,, !1 11111 I I III 1 1 III 1 1 III I I III I VIII 1 1 III I I III I I II I I II'I I I Ill I I rIl I I III I i III I VIII I I III I I III I I III I I IIIIIIIII,I111I111I111I111IIIIIIIIIIIII111 1r`�c rx)TE : I F TH IS M ICROF I LME I- 2 _ 3 Y 4 _ 5 6 l 8 9 10 11 12 : DRAWING IS LESS CLEAR THAN IFAS NOTICE, I1 IS DUE Tu INF UALITY OF THE ORIGINAL —{rt DRAWING' OE 6Z BZ [Z 92 SZ bZ EZ ZZ IZ OZ 61 81 LI 91 51 t'I EI ZI I1 01 6 9 L 9 S b E Z� rtIIullllullullluNINIIInnIntlllnllnllllllllll111UnIunlnulllttlunlsullnllllllllllllll111I1111IIIIlIII�IIIIIIIIIIIIIIIlI1111IIIIlIIIIIIlllll;iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIII11IuIlI1IIlI1111IIIIlIIIIIIIIIlIIW11111IIIIlII'III1111I1111IIIIIIIIIIIIIIIIIIN,1 t .APRIL 1991_ �