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HomeMy WebLinkAbout300 Towne Center Cir - from 1994 (shell - new retail) (a)i, G 0 1 i G 19 0 t �s,vzr��. evw a v.% I. INTERIOR PARTITIONS, AISLE LINES, GYPSUM BOARD CEILING DROPS ARCHITECTURAL ARE INDICATED ON ARCHITECTURAL FLOOR PLANS FOR GENERAL P INFORMATION ONLY. REFER ' TO FIXTURE DRAWINGS BY OKLAHOMA <. FIXTURE COMPANY (OFIXCO) FOR EXACT DIMENSIONS AND DESIGN CS -I COVER SHEET ' FEATURES OF DRYWALL PARTITIONS AND GYPSUM BOARD CEILING DROPS. TDP-I TECHNICAL DATA PLAN - FIRST FLOOR TDP-2 TECHNICAL DATA PLAN -SECOND FLOOR = 2�1 2. GENERAL CONTRACTOR SHALL PROVIDE 2 X 4 NAILERS WITHIN , INTERIOR PARTITION ENDS, GYPSUM BOARD CEILING DROPS, DOOR TDP-R TECHNICAL DATA PLAN - ROOF x'$ JAMBS AND HEADS; AND CASED OPENINGS WHICH WILL RECEIVE A-1 FIRST FLOOR PLAN - AREA 'A' ' FINISH TRIM BY OFIXCO. COORDINATE CONSTRUCTION WITH OFIXCO. A-2 FIRST FLOOR PLAN -AREA 'B' 3. GENERAL CONTRACTOR SHALL REFER TO OFIXCO'S DRAWINGS FOR A-3 FIRST FLOOR PLAN - AREA 'C' ' COLORS, TEXTURES, GRAPHICS, AND WALL COVERINGS FOR ALL A-4 FIRST FLOOR PLAN -AREA 'D° INTERIOR PARTITIONS. FINAL PAINT COAT SHALL BE APPLIED AFTER FIXTURE INSTALLATION. A-5 SECOND FLOOR PLAN - AREA 'A' A-6 SECOND FLOOR PLAN AREA 'B' 4. GENERAL CONTRACTOR SHALL COORDINATE WITH OFIXCO THE EXACT A-7 SECOND FLOOR PLAN - AREA 'C' CONFIGURATIONS, DIMENSIONS, AND LOCATIONS OF ALL GYPSUM BOARD CEILING DROPS, SOFFITS, AND CURTAIN WALLS. A-8 SECOND FLOOR PLAN -AREA 'D' A-9 ROOM FINISH, DOOR SCHEDULE tr 5. FIXTURE CONTRACTOR SHALL FURNISH AND INSTALL LUMINOUS A-10 DETAILS CEILING (EGGCRATE) WHERE INDICATED ON ARCHITECTURAL FLOOR PLAN SHEETS. LUMINOUS CEILINGS SHALL BE MOUNTED WITH A -II DETAILS CONTINUOUS PERIMETER ANGLES AND 'T' BARS AS REQUIRED BY A-12 DETAILS SPANS.* FIXTURE CONTRACTOR SHALL COORDINATE WITH DILLARDS TVE EXACT LOCATION, SIZE, AND MOUNTING HEIGHT AND CONDITIONS OF A-13 EXTERIOR ELEVATIONS THE LUMINOUS CEILING. REFERENCE DETAILS. A-14 WALL SECTIONS F 6■ GENERAL CONTRACTOR SHALL PAINT ALL WALLS ABOVE THE LUMINOUS CEILING. VERIFY COLOR. A-15 WALL SECTION DETAILS 7. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL VINYL BASE AS A-16 ENTRANCE SECTIONS Fi INDICATED ON ■ ROOM FINISH SCHEDULE'AND ON ALL STORE A-17 ENTRANCE SECTION DETAILS r` FIXTURES. 'A-18 ENTRANCE SECTIONS, ENLARGED ENTRANCE PLAN " 8. GENERAL CONTRACTOR SHALL RECEIVE FLOOR COVERING PLANS A-19 TOILET SHEET &F , INDICATING FLOOR FINISH SELECTIONS AND COLORS, AND VINYL BASE COLORS. A-20 SIGN SHEET r'.. 9. ALL INTERIOR MASONRY WALLS SHALL EXTEND TIGHT TO UNDERSIDE t OF ROOF DECK AND SHALL BE SEALED OFF. STRUCTURAL 10. IF APPLICABLE, GENERAL CONTRACTOR SHALL REMOVE TEMPORARY ';.. WALL CLOSING OF MALL AND SHELL. p, REFERENCE EXTERIOR BUILDING ELEVATIONS AND FLOOR PLANS FOR S-I LOCATIONS OF CONTROL JOINTS. S-2 S-3 12. GENERAL CONTRACTOR SHALL VERIFY WITH SITEWORK CONTRACTOR THE S-4 LOCATIONS AND REOUIREMENTS FOR TRAFFIC CONTROL SIGNS BEFORE S-5 POURING SIDEWALKS. S-6 s a 13. FINISHED FLOOR OF DILLARD'S DEPARTMENT STORE IS TO BE 'I' HIGHER THAN MALL FINISHED FLOOR. S-7 A„r4?k # 14. TYPE CONSTRUCTION: Construction shall be Type IV ONE HOUR PROTECTED WITH AN S-8 t - APPROVED AUTOMATIC FIRE SUPPRESSION S-9 SYSTEM THROUGHOUT. ( S. B. C. CHAPTER 6, SECT I I ON 605, P. 158 MECHANICAL/PLUMBING 15■ BUILDING CODE ANALYSIS: APPLICABLE CODES: 1991 Standard Building I�ITnq Code P-I FIRST FLOOR PLUMBING PLAN 1991 Standard Plumbing Code P-2 SECOND FLOOR PLUMBING PLAN 1991 Standard Mec han 1 ca I Code P- 3 RISER DIAGRAMS 1985 Life Safety Code - NFPA 101 Florida Americans w/DisobTlitles Accessibility Implementation Act 16. and ADAAG State of Florida Energy Code MECHAN I CAL/AC FLOOR ELEVATIONS: FIRST FLOOR -FINISH SLAB ELEV. = 0'-0' (47.58') SECOND FLOOR FINISH SLAB ELEV. = 17'-6' A.F.S. (65.08) AC-1 FIRST FLOOR AC PLAN - AREA 'A' ROOF LEVEL FINISH ELEV. = 35-0 A.F.S. (82.58) - AC-3 FIRST FLOOR AC PLAN - AREA 'C' AC-4 FIRST FLOOR AC PLAN - AREA 'D' � LEGEND OF MATERIALS AC-5 SECOND FLOOR AC PLAN - AREA 'A' AND I(E �� ��M��L� AC-6 SECOND FLOOR AC PLAN -AREA 'B' i G i 'YA AC-7 SECOND FLOOR AC PLAN - AREA 'Cl AC-8 SECOND FLOOR AC PLAN - AREA 'D' AC-9 DETAILS, GENERAL NOTES ELECTRICAL EXTERIOR WALLS: NEW CONSTRUCTION E-I FIRST FLOOR LEVEL -ELECTRICAL LIGHTING PLAN -AREA 'A' _ EXTERIOR INSULATION AND FINISH SYSTEM ON V24 GYPSUM SHEATHING ON C8 X 18 GA ■ E-2 FIRST FLOOR LEVEL - ELECTRICAL LIGHTING PLAN - AREA 'B' COLD ROLLED METAL STUDS AT 16' O.C. E-3 FIRST FLOOR LEVEL - ELECTRICAL LIGHTING PLAN - AREA 'C' E-6 SECOND FLOOR LEVEL - ELECTRICAL LIGHTING PLAN - AREA 'B' E-7 SECOND FLOOR LEVEL - ELECTRICAL LIGHTING PLAN - AREA 'C' CONCRETE BLOCK WALL E-12 FIRST FLOOR LEVEL - ELECTRICAL POWER PLAN - AREA 'D' E-17 ELECTRICAL LIGHTING FIXTURE AND SYMBOL SCHEDULES E-18 ONE LINE` DIAGRAM DRYWALL PARTITION WITH 3-5/8' X 25 GAUGE METAL STUDS AT 24' O.C. WITH 1/2' GYPSUM BOARD, BOTH SIDES. FASTEN TOP RUNNER TRACK TO CEILING GRID. USE 6' X 20 GAUGE METAL STUDS AT. 16' O.C. BEHIND LAVATORIES WHERE INDICATED ON OFIXCO'S DRAWINGS. GENERAL CONTRACTOR SHALL PROVIDE FIXTURE STANDARD AND STUDS AT DESIGNATED SPACING. REFERENCE GENERAL NOTES. DRYWALL PARTITION WITH 3-5/8' X 25 GAUGE METAL STUDS- AT 24' O.C. WITH 1/2' GYPSUM BOARD, BOTH SIDES. FASTEN RUNNER TRACK TO SUSPENDED CEILING GRID. PROVIDE 3-I/2' BLANKET INSULATION BETWEEN STUDS AND ACROSS TOP OF CEILING OF ROOM BEING SOUNDPROOFED. DRYWALL PARTITION WITH 3-5/8' X 20 GAUGE METAL STUDS (16' O.C.) WITH SINGLE LAYER OF 5/$' THICK FIRE RATED GYPSUM BOARD ON BOTH SIDES, EXTEND TIGHT TO UNDERSIDE OF STRUCTURE ABOVE. COLUMN ENCLOSURE BY OKLAHOMA FIXTURE COMPANY (OFIXCO). — — — — — GYPSUM BOARD CEILING DROP BY GENERAL CONTRACTOR. — - — - — - - CORNICE OR CEILING DROP BY OFIXCO THAT IS WITHIN 18' OF CEILING. `= INTERIOR PARTITION BY OFIXCO, FLOOR TO CEILING. a;- s TRIMMED OPENING BY OFIXCO WITH ROUGH OPENING BY GENERAL CONTRACTOR. P.T.D. PAPER TOWEL DISPENSER SECTION NUMBER C.H. CEILING HEIGHT SHEET NUMBER A.F.F. ABOVE FINISHED FLOOR OR 5 DETAIL NUMBER ABOVE FIRST FLOOR A-6 SHEET NUMBER B.F.F. BELOW FIRST FINISHED FLOOR A INTERIOR ELEVATION MARK A.S.F. ABOVE SECOND FINISHED FLOOR T.O.M. TOP OF MASONRY 1 DOOR NUMBER -" c T.O.C. TOP OF CURB/TOP OF 10 ROOM NUMBER COPING < REVISION NUMBER T.O.S. TOP OF STEEL FLOOR OFFSET M.O. MASONRY OPENING r Ci `io•-o'A.F,F. CEILING .OFFSET E.J. EXPANSION JOINT prl • SLOPE C.J. CONTROL JOINT FRAME TYPE F.D. FLOOR DRAIN/FINISH. DIMENSION �a -� 4 � & Q r � z LUMINOUS CEILING R.D. ROOF DRAIN W w` L � ' ' > : > > z O.D. OVERFLOW DRAIN ELEVATION HEIGHTS _ P.D. PLANTER DRAIN c *+ REFLEC A�p E® CEILING REFLECTED PLAN SYMBOLS N.I.C. NOT IN .CONTRACT (N.I.C.) G.C. GENERAL CONTRACTOR 4 ; H.C.G. HORIZONTAL CONTROL — - — - FIXTURE COMPANY DROPS a3fya JOINT F.C. FIXTURE CONTRACTOR 2' X 2' FLUORESCENT FIXTURE WITHIN 18' OF CEILING Y�1 _. T,O.M.S. .TOP OF METAL STUD PL'T. PLANTING OS SPEAKER ,.- .. _. . .. .. T.O.A. R R A TOP F ACCENT V 0 0 CCE REVEAL L T.O.G. TOP OF GRATE FLUORESCENT FIXT R 2 X4UE ® SUPPLY AIR ..` C.O. CLEAN OUT REi, REFERENCE C.G. CORNER GUARD SURFACE OR RECESSED INCANDESCENT FIXTURE ❑ RETURN AIR r F.O. FINISH OPENING E.H.D. ELECTRIC HAND DRYER CEILING OFFSET , TRACK LIGHT k 41 N.A. NOT APPLICABLE H.C. HANDICAPPED ��'-r--1 GYPSUM BOARD CEILING OR ' 4 EXIT LIGHT I i SOFFIT i �,; x M.T. METAL ` THRESHOLD N.T.S. NO SCALE/NOT TO SCALE ,; LUMINOUS CEILING (EGGCRATE) w }fk T.O.G. TOP OF GRATE A.F.S. ABOVE FINISHED SLAB o FLUORESCENT STRIP LIGHT LOCATE IN STORE FIXTURES AND IN CEILING DROPS, TO BE FURNISHED AND INSTALLED BY TRUCK DOCK M I 1 5 = '7�+1=��T►TfA'1 *lllb'W� =E F. SEMIN—m LE TAU's 1 E K- m;zp% %1,"> f A Vw 3 N r i .n:." ft u &N i k I y ww'"wk A. I. E .} _ <, -, _ - , M _ _.. p5." .t a": .. , , . .fir r. x r IN .s a , r g n i it s ' - ,* y ,.i�}y'�� 1�' ,1 I x F ay" a ,a11 I I' S 56- - v( i ,}Y 1I / J L::��_� [ \- \\,-_-�-���i E / f Z _ I'l n ----I' c j c f DD. L f4 -- - -- - .1 \", i s�. _ , } , k _�_)) �� / c::!-- - - - 39446/2 a OUPPER LEVEL E g� / / /1// / / i I / II A_ i s `-� ?a E z� F F. 9 G G. 2 G. B H H. I z� J zn: K L !. 8 M / % / / / }�: 1. it + r>x" r° i• i-I0 32-0 32-0 '�. 32-0 32-0 �" 32-0 32-0 40-0 32-0 32-0 -'� 32-0 32-011 0 -6 Ow LV: / I'llr ��� ; - o . 0 a1-; C1 I-5' 2 UP ER V. / � I o . _ 24-0 8-� . / oco r�Z. w0 1- 1- 4- 4- I-0 1- ViO u1d //// � �} ' vin wn _`iac+ �NTwRANC VNo.2 (-40 Xin / i / // / / / � ' x LLIN ace tV 18 2 I.uv 1 an, / / / I I :P,"i",! 7 _. P D. ,i T 18 2 1 19 ACC. RAMP PLANTER A-14 A-14 I A-10 I I I // I / / / I I .r' \\ .29 I I I A-14 A-14 I A-10 i I I 1 70C T.O.C. A-10 / ,'� - \ \ $FIRE PROTECTION A-10 TOC 45.92 I I 47.00 / / 46.42 �ax�� II-wATER LINE 46.42 I I 4 I DILLARD'S MAL / / x �,, I I p. !j II_ �I ; -II , II 4�P.. E.� I P.. LLDE. / / W� I I J. P D. P b. J. PI [% J. P b. J. b. - I -,o,( wr y I I I I J. y t r o II / ,'• x s J. P D. I I I it 1- �.'• -f a i; I I I I II II I I r , .;. , i U,M�, - INVERT EL.- 39.50 ( F ________________________________________ - --_________---.----------------------------- 6'SANITARY SEWER -�------------------------------- --- M ,: „-_+�-=ll=----------------=------- ------------ -- - ---- ---- ��_=_ __-------= 3___________ PIPE ---- t I 1. B R -` - RDiNATE WITH MAI I . I VERIFY THESE: GRADES WITH SITEWORK DRAWINGS. - ii 11 I I ; ! ,, 1 €ram ,x S ggNgg Fp ,L - SLEEVE CONTRACTOR FOR SIDEWALK ,� t .- �, Rt DE IVA-!� , PLANTING E.J. Pub. 1 A in 1 PLANTER DRAIN PLANTING 47.54 1f lJ r, _ ,� I IO t v 3 wATER LINE iv �- , I I I I PLANTER / 1;�� 7I / ~ 46.29 (( 2' METER I I 47.475 I i I 1 I I I _ 4 T o `- a I I toI u. I I I 1 u 1 1. I II. ® `_;ml °° - 'k' BRACE - - N - - - 'K' BRACE _ _ - - - - I - - ,r I II o L H L L ,' ST �� I I , S AIR ---------------------- No. . . �)ZE EPHONE SERVICE SH LLB PNTR�L �o � a r- 0.3 O ENTRANCE No.2 I - �(-040 N t YJ PENDENT OF MALL E. OM •.1 s , r2 C4 QUIT SHALL BE 4V.C., sr EDULE 40 WITH Fps 11 POWER REQUIREMENTS FOR 200,000 SQ.FT. M ' PR VIDE A MINIMUM OF 11 9_7 . M 10 PAIR FEEDER CABLES. 11 5� 3 14-I 13-0 3�8 21-0 35/8 13-0 14-I 3g/S '� STARE 1 I I i I 1 8-10'/2 22-3 8-10'/2 1 1 1 1 '' �/ s� 11 rt t 11 I 4 �� I TYPES OF CONNECTED LOADS 200,000 SO. FT. "-_1111,�' Tf II _- t A k _, i - - r ,zx u I I ` . 11 _j - ­ I . I I . T Wti it �� -_! - ,, V y , II 0 /��1� 0) I r .f Z it LIGHTING LOAD 550� KVA _}--- x� `x8l'. it g - - - - :, T.O.C. •� %q 2 11 �, I I I I I I I _.� a r , _ 1 I �� RECEPTACLE LOAD 100 KVA 1 '' VERTICLE TRANSPORTATION 86 KVA 4 1 at p 4;R- s 4 .. 11 J ELECTRIC HEATING LOADS (WINTER) 605 KVA „ , 11 $ _ ELECTRIC COOLING LOAD (SUMMER) 645 KVA - Q) s ii a I I I I i I I I I '' o '� + a� 0 A-i0 u I �� 42 KVA a) �, PLLANT DRAIN Q p I :i ELECTRIC WATER HEATING a v) I- .. { I i 25'-0' CM (TIP.) A-10 11 MISCELLANEOUS LOAD 50 KVA o o I �' r 1, N '' 1 I 11 - - - - - - - - - - '' PERFORATED FOUNDATION o- + 3 f r :' 3 ! 11 - - - - - I I �f ELEVATOR PE PROVIDE IN a PASSENGER o . 'I i I I I I I - ,I i i I TOTAL WINTER CONNECTED LOAD 1,433 KVA i.c c 1 EE A 10 i. I �? 25PA' .C. (TYR) �. I �� CLEANOUTS 80'-0' O.C. L � -� 11 y -I'.. . �� _ - �5 -- o I c I I . R!4 TOTAL SUMMER CONNECTED LOAD 1,473 KVA �.q,�_ � � 'L : , ,.`.:_ , 6' STORM DRAY+( '' � INVERT. EL.= 40.50 a �� 2.87 CFS q I� RECOMMENDED TRANSFORMER I,500 KVA a - - I I . ��j11 I I I I a T.O.C. u I I I i 1 I I ; - 1� ' ELECTRICAL SERVICE 480/277 VOLT, 3 PHASE, 4 WIRE . , a PLANTER __====�r=_---__ _ _ _ - - - - - - - ;' a SERVICE ENTRANCE FOR 8 -4'C W/3-750 MCM _ 11 _ _ - - - - - - - '' _,,w, � . 11 a I 11 __�! 200,000 S0. FT. BUILDING AND I-350 MCM EA. (AL)' ✓.k F- 11 I ;I: - -- J � I I I I i I i--------------- -- ; 7 I I I I I I I �} II J.39 I , /9 ;; o ,E',�,�`.�,",,,�,�,, � . I (�� J O , 8i - ,, Z a2 a 47.475 o /8 I q w �I I z I .. I �, u> i �� m DILLARD S CRITERIA JU II ' ,n Q �. t t�D I �C T �1= II : ; z N I I I I ,, � , I ,-?- �° � 11 a i 1 '� z - 1. DEVELOPER SHALL BRING TO D I LLARD' S SITE, TEMPORARY ELECTRICAL I CAL AND ' •; $ w-F o? 0 21, 0 5- I I I I I , I I I I 1 I i "' wATER, WHICH SHALL BE SEPARATELY METERED AND PAID FOR BY D I LLARD' S. >�,fl'�wjr�!z J � m � � I , , W � W,,j W Z I - , -1. `,U - - I I DIr > Z• In < ; � \ _ ' I I i, PROY I DED THAT P14R41ANENT POWER AND wATER I S AVAILABLE 20 114=EKS PRIOR I 0 T_ - , I- _ o TO OPENING, TEMPORARY ELECTRICITY SHALL BE 200 AMPS,480 VOLTS, ' ' : '' 3 PHASE 3 WIRE AHD TEMPORARY wATER LINE SHALL BE 1.1/2' LINE. PERMIT . '� 75� 8-4 ' I FEES FOR BUILDING CONNECTIONS WILL BE D I LL ARD' S RESPONSIBILITY UNLESS 75/s n FEES ARE CONTRIBUTIONS TO COST OF PUBLIC SYSTEM IMPROVEMENT OR '' EXTENSION TO THE D I LLARD S 8U I LD I NG I N VMi I CH 'EVENT, W,I LL DEYEL�ER S - - - - '' RESPONSIBILITY. - - - - - - - - - - - '' PAcc��SENGGEER I I I I I I I I 0 `ram ELEVATOR R V AB - rI ti 2. DEVELOPER SHALL ALSO PROVIDE AND MAINTAIN TEMPORARY ALL WEATHER HAUL DILLARD'S LOWS LEVEL SLAB ROADS OR OTHER SUITABLE MEANS OF EGRESS TO THE DILLARD'S SITE AS ELEVATION= 47.54 1 �� PASSENGER MJTUALLY AGREED UPON FOR DURATION OF CONSTRUCTION. (n , � �, ,, ��-Um VATOR DILLARD'S LOWER LEVEL FINISH ? ti I�IPMENT 3. DEVELOPER SHALL, AT ITS SOLE COST AND EXPENSE, INSTALL ALL UTILITY . FLOOR ELEVATION= 47.58 ,, LINES, OF SLF F I C 1 ENT SIZE AND/OR CAPACITY TO WITHIN FIVE FEET (5') OF :�I < ,, THE DILLARD'S BUILDING LINE AND TO A POINT INDICATED ON THE TECHNICAL '� DATA PLAN( TOP) . M 35j� 9-7% :: I ,�W_:. w , . -,In � , �1 . I I I I I I I 1 I '' 4. THE DEVELOPER SHALL PROVIDE A SITE LIGHTING SYSTEM HAVING A LIGHTING I :. LEVEL OF ONE (1) FOOTCANDLE MINIMUu1 MAINTAINED AT GRADE LEVEL a I, ALL PARKING AND ROADWAY AREAS ON THE DILLARD'S SITE. ALL '' L T STANDARDS ON THE DILLARD'S SITE WILL BE POWERED AND CONTROLLED '' B)ATHE DEVELOPER. DILLARD'S WILL REVIEW THE POINT -BY -POINT ," _ It PHOTOMETRIC COMPUTER PRINTOUTS BEFORE INSTALLATION OF SITE LIGHTING. - - - - - - - - - - ,, '' 5. THE DEVELOPER SHALL PROVIDE DILLARD'S WITH A COPY OF THE GEOTECHNIC T LL , AND FOUNDATION INVESTIGATION REPORT OF THE COMPLETE SITE. DILLARD S I I I I I I I I '1 SHALL BE RESPONSIBLE FOR ANY ADDITIONAL GEOTECHNIC AND FOUNDATION11 I '' 1NYESTIGATIONS FOR THEIR SITE. Lu I, Ii 6. ELEVATION FOR TOP Of CURBS AT DILLARD'S SIDEWALKS SHALL BE I/2' PER '' FOOT QF FALL FROM DiLLARD'S BUILDING FACE TO FACE OF CURB. I, 0 �: 7. DEVELOPER, AT ITS SOLE EXPENSE, SHALL GRADE THE DILLARD S SITE, " �, ,: INCLUDING: ( 1) CLEARING, (2) GRUBBING, (3) REMOVAL OF TREES, SHRUBS, ,, AND STUMPS, (4) REMOVAL OF TOPSOIL AND OTHER ORGANIC OR UNDESIRABLE 2 . z I I I I I I I I I :: MATERIALS, INCLUDING EXPANSIVE SOIL OR OTHER SOIL NOT SUITABLE FOR A 5 SLAB ON GRADE CONSTRUCTION. (5) FILLING WITH NON -EXPANSIVE MATERIALS HAVING A PLASTICITY IN15EX OF TWENTY (20) OR LESS OR SOIL STABILIZATION < ' I, USING LIME OR SOIL CEMENT, FOR SPREAD FOOTINGS AND SLAB ON GRADE pd� ♦� ' CONSTRUCTION, AND (6) COMPACTION ,OF FILL, INCLUDING COMPACTION TEST �Ad vI a - - - - - - - - - - - - - - - - - '' BY A RECOGNIZED TESTING LABORATORY. ALL FILLS, INCLUDING THE AREA 11 EXTENDING TO A DISTANCE OF FIFTEEN FEET (15') OUTSIDE OF THE EXTERIOR ,.:' -= '' BUILDING LINE. SHALL �E COMPACTED AS STATED IN THE GEOTECHNIC '' INVESTIGATION, BUT IN NO CASE LESS THAN NINETY PERCENT (90Y) ASTM SPECIFICATIONS D-1557-70 (MODIFIED PROCTOR) DENSITY FROM THREE FEET I I I I I I I I I I a (3') BELOW FINISH FLOOR ELEVATION TO A GRADE EIGHT INCHES (8') BELOW ' THE FINISH FLOOR ELEVATION. ALL FILL THREE FEET (3') BELOW FINISH FLOOR I; ELEVATION SHALL BE COMPACTED TO NO LESS THAN NItE,TY-FIVE PERCENT (95:0 ' a MODIFIED PROCTOR DENSITY. ., -f THE MAXI►UM( DIFFERENTIAL SETTLEMENT SHALL BE LIMITED TO ONE-HALF INCH ; ; a (I/2') W I TH I N A D I STANCE OF TWENTY-EIGHT (28') AND MAX I tvA1 TOTAL �" '' FOOTING SETTLEMENT OF ONE-HALF (I/2'). THE MAXItMAAd DIFFERENTIAL SWELL '' SHALL BE LIMITED TO ONE-HALF (1121). LABORATORY COMPACTION SOILS I 35 i; ENGINEER OR TESTING LABORATORY, TEST DATA AND INSPECTION REPORTS SHALL , I � t I I I I I I /a 13-9 to i �i BE FURNISHED TO DILLARD'S FOR REVIEW. i11 - - - - - - i, 8. NO UTILITY MANHOLES SHALL BE LOCATED IN DILLARD'S LANDSCAPE AREA OR so :: SIDEWALK. ` Np 5 i 9. CABLEYISION IS REQUIRED BY DILLARD S, IF AVAILABLE, AT THE SITE. , FREIGHT ELEVATOR 11 10. TELEPHONE SERVICE SHALL BE INDEPENDENT OF MALL SERVICE. CONDUIT SHALL EOU. ROOM ;: BE 4' P.V.C. SCHEDULE 40 WITH FISH WIRE. PROVIDE A M I N I M M OF 100 ' I I I 21-0 1 13-8 5, 0 6-0 a PAIR FEEDER CABLES. TELEPHONE SERVICE SHALL BE LOCATED WHERE SHOWN a ON TECHNICAL DATA PLAN (TDP) AND NOT RI FROM A TELCO ROOM LOCATED IN 75/8 75/8 35/8 1 '' MALL. . L1.,, i . 3 '� % 1, 8-0 rn v tn�RBKET 8-0 pppp Q OCKET "' F °' '' TAIR 0 0 E OR b a N .1 17 0 ' CLO. '' I IL H LI In - - - - - - - - - - - - - ---- _ u' IL - H- L. tDMlmlI- I 1 "' 1, GENERAL NOTES:5j7_ _ - _Lm-m-�I - - - - - _ = J I F THE REOU I REMENTS STATED I N THE D I LLAR Y S CRITERIA OR ON THE / _. 'K' BRACE 'K' BRACE I� I DRAWINGS CANNOT MET, PLEASE ADVISE D I LLARD S AND THEIR ARCHITECTS y OF THE AREAS IN COFL I CT. % _ ... ... ... .-- -- --- I ... ... .._ .. ... ... ... ... ._. ! I-• I 6' PERFORATED FOUNDATION - - - - - 40-0 MALL.'ENTRANCE , DRAIN SLOPE TO DRAIN a PASSENGER THE EXTERIOR WALL CONFIGURATION ON THE TECHNICAL DATA PLANS DOES NOT ELEVATOR - PROVIDE REFLECT THE FINAL DESIGN FOR THE DILLARD'S PROJECT. I I MALL BUILDING I I I MALL CEILING TO BE MINUMUM 15-0 1 1 1 MALL BUILDING ;1 ; I MALL BUILDING CLEANOUTS & 80'-O' O.C. Job No. 90079 11 � •' 1 LINE (N.LC.) I I I MALL FINISH FLOOR ELEV.= 47.50 . LINE (N.I.C.) '1 I I LINE 12-14/93 (N.I.C.) ► ' I I Date APRIL,1993 �8-0 20-0 - - -` 20-0 t3-0� I� -' Revisions "56-0 MAL COURT I I : I DIL ARDS RECEIVING No. Date i I , . I111 ! I ' i H G 11 I rr tt E D C I I ISSiTD 4-N} 93 K J ' ; 1 I , I I A REVISED 1 i-9a 1 I , , � t �' B :� REVISEDI-f1-94 , . 1, II REQUEST MALL BUILDING , 1 I C REVISED 2-z� �t \ / I , LINE TO BE. RELOWED 6S�D5W1L5-6-3( I 1'-5" FORM DILLARD'S z REYiSED1-2894 MALL LEASE LINE (NIC), I COL ® L I N E "L" & COL . # I 1 ' i i�:.�- .:---- - - . Sheet L L L I^A I -�­. ­ I'! �­, - I I " � I ­ 26-10I I � I I i- 24-0 -5 <, SCALES Jr,'= 1,_°. _ ... <, ' w COORDINATE WITH MALL CONTRACTO m FOR SIDEWALK — V, xll . i 30-0 24-4%2 STORM DRAIN4-3 OWN THRu ,k FL00 I I I I i I i I I I I ® 1 5-0 s d r I - o o 1 L C RE DE�RFA A I I z- PLANTER 1r( f I I 1`kp' ' -2_5 _`II r i q 7-7g CO 1 .4 37 ---21-- IOPEN rC:r XI e1 n; 5-/3 0 # ' O 57 4.1_1 "2 ' 56n ✓ Q N8/a "h � 81 w *=za`fi94x OPEN 63.'9-' ti - -- tr1I tr' _ 1A • z,� 6 81 C . I I � f ktf'.�ir _ DILLARD S UPPER LEVEL FINISH SLAB ELEVATION s 65.04 Mr -48 PLANTER PIPE UPPER LEVEL 7 /7s SLEEVEDILLARD'S ��11; FINISH FLOOR ELEVATION , •. PPLggVANN8EER t, -065.08 5 e� �ga I STORM DRAIN I '. DOWN THRU FLOOR 7-3 3s ---- _ — — — r r I I UB - RFANo2 LL ix Lu •. LE�FFEt`e1� a I m III •=J 3/3--09 :tp_ .n.¢,._'::''�,'�•i,;. ma. �� TOILET WOMENS TOILET 4 oR S .��;'' : • III iII IiI� 7•-`'/- 13-8 IIII 21-0 1-6'Ys-� 3% 22-8% 6-6 3% 1-4 7/I uIIIIIuIIIuIl!aIIprIIIIII MECHANICAL DUCT STAIR TO RMECHANICAL CHASE IIIIIIiI J DUCT CHASE KET ppppR OCKE 12-II/4 -4% ROO N F20-3 'a^ "'T—mill - - - - - _ ST ,ad 9S 0D N0 HLI IL H — — y - BRACE K' BRACE 1 °O•K' 73.04 6108 40-0 MALL ENTRANCE . 6 1.62 If MALL BUILDING LINE MALL CEILING TO BE MINUMUM 15-0 RECEIVING AEA 36-0 0 1.5% 33-8%T20M 4.95%(NIG MALL FINISH FLOOR ELEV.= 65.00 NCBUILDING LINEI I 8-0 20-0 0 8-0 I W Ww �.aTOG m�n NR\0 cr- 56-MA L CO •.. ;2 w> 61.04 O lOt ji G E D C , 8' STORM DRAIN -0 3s/a INVERT EL.= 59.04 • TRASH COMPACTOR JANITOR'S BAILING CONTAINER N.I.C. - MALL LEASE LINE WIC) REQUEST MALL.BUILDING MACHINcLosET 6108 — — _ LINE TO BE RELOCATED ' IS" FORM DILLARD'S OM- 73.04COL. .- ..•� ,`I LINE 1" & COL. #IIummar"PER LEVEL TECHNICAL T SCALES %= 0' 26-10 5-0 59-4 SCREEN WALL d 1-5 24-0 1-5 L <e s, • i i i I I i I i j i i i i 1 32-0 ! 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D Lu t � I I 1 1. uj 3 I I SALES "' a M LL ( ! 200 ----------------- ---- ----'------ ----------------------, 12 38 tp- A-15 A-15 ■, {L w 1 X I �`uj 1-5%2 - — - — - — - — - — - — - — - — - — 1 — - � i 10 - - I ' —II ' A —II A 22T A —II i 1 Jt JJ 1 1 1 1 i _ 4.3 t II I 1 _ 1 T are 1 1 f � 4 � � �s I I I I LA H E A 18 R P VI w ou o rr t _ � h I O I II 1 1 ND I 1 r4 1 - — _ — _ — _ — _ — _ — _ — - — _ — _ — _ — _ — _ —" MATCH LINE AREA 'B' MATCH LINE AREA 'D' A _ /� 1� 1 Job No. 90479 r� z tt I Date APRIL,109 4 - } � _ Revisions f r r z � No. Dat . ct 1 + ISSUE StEll 5 6 94 W OG w 0 Z V) O `i SECOND 1, SCALE: %a = 1'�0' Sheet { I 1 i o f 20 Drawn 'bY 1 Checked by 1 r , +. j. � i� c�r�nnin ri nnQ Di ani _ eQg:e i I i I i i i I I I I !I-Ie,"�"III�,... �,"�i�4.�­1,� " !-",.--'II,j­ ,.�--,�,,����".,-w, ,.�I"1�", ll­.�,.,',....',.......�":�.,,... $ � .,, %.-.f-�,_1,:_ .Iy" . �­,I-1,.�.'-""�­i�1.,.I�'!,"1".,' ," �",�Z,-,�,4l�"-"�,�...;,,­4Il­,;­��_,-;�',%�I",',`��',l ,,,�"�1"R-,,,x," ��t"�, _4V�4�­w�­�",-, ,l,,-Nk`.l,�._ ":-,,,,-.I,�.",1`�'7 .,1� -,.-i���`.,�,- 1L'. ,,;_ . ,,,, , , V1-, � 11k�I',�� ,,,4 1_,­..1_, .rll V; ',,�',,_;­`,-.,1111-.,1 ­-%',�%,-�, V�,�,"lt,;,­�. 2,N,.;, ",­.1�,�;v`�,�,,�;_ ,,�-1,�,L-IWO­',.j-���1"^ -��_�,._',"1*"­i,1�!,.'--,',,;­�,,;,"�l,�1�_,,��.,_�I, ­,i.�_,4,._;� �l1,'��i�:�.��*_- -,,,-.�-1.�j,I',� _���".'I�,i,.,�`���L ",,���` ,,:`. l.". ,�. , - ,,'':�- ,I'".I,.- ,-,'L ',.. 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I 12 -- 34 34 34 34 -- -- -- -- 50 -- RE: GENERAL FINISH NOTES s �'' F -- -- - -- -- -- -- -- -- y ,f ,102 STAIR,' O.2: 3 ': 12 -- 34 34 34 34 - -- 50 -- RE: GENERAL FINISH NOTES 202 STAIR N0, 2 " 12 34 34 34 34 50 RE: GENERAL FINISH NOTES • .t ✓ S ,t r .c- r ., - - -- -- -- -- -- -- __ __ -- -- -- -- cu4„. _ ;103 ` ;STAIR; N0. 3: 12 34 34 34 34 50 RE: GENERAL FINISH NOTES 203 STAIR N0. 3 12 34 34 34 34 50 RE: GENERAL FINISH NOTES #� y f 104 STAIR NO. __4 . ' 12 34` 34 34 34 50 RE: GENERAL FINISH NOTES 204 STAIR N0. 4 12 34 34 34 34 50 RE: GENERAL FINISH NOTES fr��� f �'. ' ' ;145 STAIR'' NO. 5 12 34 34 34 34 -- -- -- -- 50 -- RE: GENERAL FINISH NOTES 205 STAIR N0. 5 12 -- -- -- -- -- -- -- -- -- -- RE: GENERAL FINISH NOTES " , t- 1 F i ' 1Q6 ; '°VESTIBULE'. N0. I 17 - 36 37 36 37 -- -- -- -- 53 70 RE: GENERAL FINISH NOTES 206 TOILET VESTIBULE 14 20 -- -- -- -- -- -- -- - -- -- RE: TOILET SHEET FOR VINYL FINISHES II .� ;i • w !. ha,r 107 SP.`'CONTROL ROOM 12 -- 34 33 34 34 -- -- -- -- 50 -- RE: GENERAL FINISH NOTES 207 WOMENS TOILET I4 20 31 31 31 31 -- -- -- -- 53 72 RE: TOILET SHEET FOR VINYL FINISHES , 108 :::ELEC,TRICAL" AREA ' • 12 - � 34 -- -- 34 -- -- -- -- 50 -- RE: GENERAL FINISH NOTES 208 TOILET VESTIBULE 14 20 31 31 31 31 -- -- -- -- 53 72 RE: TOILET SHEET FOR VINYL FINISHES is =,It?9 VESTIBULE. N0.2 17 -- 37 36 37 36 -- -- -- -- 53 70 RE: GENERAL FINISH NOTES 209 MENS TOILET 14 20 31 31 31 31 -- -- -- -- 53 72 RE: TOILET SHEET FOR VINYL FINISHES " �`t ':110 ELECTRICAL` AREA• ,." 12 -- 34 34 -- -- -- -- -- -- 50 -- RE: GENERAL FINISH NOTES 210 ELECTRICAL AREA 12 -- 31 31 31 31 -- -- -- -- 53 72 REs GENERAL FINISH NOTES K f _ - � ,.� , III {, PASSENGER' ELEVATOR -- -- -- -- -- __ -- -- -- RE:`GENERAL FINISH NOTES 211 ELECTRICAL AREA 12 -- 34 33 34 3q -- -- -- -- 50 -- RE: GENERAL FINISH NOTES . 112 -PASS: ELEV. EQUIP. ROAM 12 -- 34 34 34 34 -- -- -- 50 -- RE: GENERAL FINISH NOTES 212 VESTIBULE N0. 3 17 -- 36 37 36 37 -- -- -- -- 53 70 REs GENERAL FINISH NOTES Y.y� r : ��. �` ° II3 JANITORS CLOSET- 12 -- 34 34 34 34 -- - -- -- 50 -- RE: GENERAL FINISH NOTES 213 PASSENGER ELEVATOR -- -- -- -- -- -- -- -- -- -- -- -- RE: GENERAL FINISH NOTES . ., Ij4 a 114 FREIGHT EIEV. EOUiP. 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A�E �l ���j ' -..­ �,.:II..I I t - - -11 VINYL COMPOSITION TILE - 31 CERAMIC TILE GLAZED 51 5/$ FIRE -RATED GYPSUM BOARD 81 %2X%2 X .062 ROLLED S.S. 5-0 2 4-0 /" 2 2 6-0 , 2 3-0 /-2 2 3-6 // 2 - 2 3_0 / 2 2 4-0 / 2 I 12 3-0 2 . . . I . .,. I ,� - . . .. . _'...... , I ._ ._I;.,. . ft • 12' TROWELED CONCRETE W/SEAL 32 VINYL WALL COVERING ON �q PLYWOOD ANGLE FOR PLASTIC LAMINATE N N N' N N . N N r I I. S. I) .,.,"� (. .:I )I�)jI I .t. ",. 13 OUARRY TILE 33 XPOSED CONSTRUCTION 52 FIRE -RATED GYPSUM BOARD �• \ \ \ \ \ \ _ ., )I 14 CERAMIC TILE -UNGLAZED 34 GYPSUM BOARD -TAPE & FLOAT 53 GYPSUM BD. ON SUSP. SYST. 1.-'/`,1 ` , 15 WOOD FLOORING ONLY -NO SANDING 54 SUSPENDED ACOUSTICAL CEILING ,' - 16 ' MARBLE 35 GYPSUM BOARD TO 10-0 A.F.F ON 2X4 GRID , ' 17 - PAVERS NO TAPE,FLOAT OR PAINT 55 PLYWOOD o 0 0 o o 0 0 _•( I COVER ti r- r- �= s= r- ,� L ' 18 GRANITE PAVERS 36 GRANITE 16 G } LAM NATETIC I , ', i 19 PAINTED CONCRETE 37 ALL GLASS ENTRANCE SYSTEM o v+ I , BASE r RE:DQOR SCHEDULE l 20 CERAMIC TILE UNGLAZED 38 CEILING MOLD WAINSCOT 21 , OUARRY 'TILE ' 60 METAL 90 PLASTIC LAMINATE ON Q IN . H.M. FRAME HOLLOW MTL. HOLLOW MTL. { 22 VINYL STRAIGHT IN CARPET CEILING HEIGHT DRYWALL M DOUBLE ACTING u4 127 HOLLOW MTL 128 HOLLOW MTL. 113 HOLLOW MTL. 144 HOLLOW MTL. 232 THRESHOLD 130 131 205 132 133 142 't;t, f AREA - A F F I I " X 4' X ' INT RI R ALUMINUM DOOR DOOR IN DOOR IN DOOR IN DOOR IN W/ MITERED DOOR INTERIOR DOOR INTERIOR 70 $ 0 . .. 9 /2 8 E 0 DOUBLE ACTING LIGHT 145 219 EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL 233 AND WELDED 206 225 226 41FEXV.Ik I�q' 221 FIRE WALL ,23 VINYL COVE AT 'HARD SURFACE 71 9-0 A.F.F. PAIR OF CORNERS PLYWOOD WEIGHT ALUMINUM DOOR 220 FLUSH H.M. DOOR 3-0 X 7-0 X I-'4' ` =y g w/ PLASTIC LAMINATE 4-0 X 7-0 X INN 3-0 X 7-0 X I�'q' 3-0 X 7-0 X 13'q' 3-6 X 7-0 X 13'q' 234 A I� • HR FLOOR 72 9-6 A.F.F. 92 PLASTIC LAMINATE ON . Q HOLLOW MTL. B L 8EL /2 S FLUSH H.M.iD00R /$ 147 SLJDING MALL DOOR DOOR AT MALL SURFACE & E�/2 X II X /g' FLUSH, H.M. DOOR FLUSH. H.M. DOOR FLUSH, H.M. DOOR FLUSH. H.M. DOOR 153 PLEXIGLASS LITE W/ 5%q' METAL w/ 53'q' METAL w/ 5�q' METAL w/ 5�'q' METAL ACCESS DOOR w/ 5'q' MTL B LABEL I/p' HRS 24 73 10-0 A.F.F. PARTICLE BD. ON GYPSUM BD. FRAME FRAME FRAME FRAME ' FRAME B' LABEL MI/ 5�'4 MTL °' ¢ ALUMINUM DOORS AT MALL ENTRANCE w//q' 154 1�4° FLUSH SOLID RE: DET.3/A-12 RE: DET.2/A-12 FRAME `B' LABEL 25 CLEaR TEMPERED GLASS CORE WOOD DOOR RE: DET. 5/A-u RE: DET. 5/a-u RE: DET. 5/A-u RE: DET.5/a-13-O x 7-0 x I�'4' R DET 2/A 12 REs DET. 18/A-II COVERED ON BATH FLUSH, H.M. DOOR Ei Job No. 90079 is SIDES &EDGES w/ Mr/ 5�'q' METAL � I T11 . // ------� i. --.-I--j--. , .I 1-. .I .1 �l 1 � 1 _p . II . 7.L1I. 11 _I0_6II.. _1�_1I _ , -_. __._. 1IIT �11_I _ � I . . I I. � .III ----I .-i1 1I m �. --� ----I--4 ..,1I - �. &: PLASTIC LAMINATE FRAME Date APRIL,1993 REs DET. 19/A-II REs DET. 7/A-II O .< >- a . -Z 22-0 FINISHED OPENING � U , m w 21-II%2ENTRANCE DOORS O� Revisions �- IR..­SO__MIj AIII.�- .M-'a R �L1 II. -S � m.-I-II � .I'TI _E_I________S- "11I.1I -___.. - .. -. - I > > > ° �. 5 s: 3-4 2/a 3-4 2/s 3-4 2/a 3-4 2/a 3-4 2/a 3-4 % 7-0 3-0 \__� NO. DClte I zm.1"1� 22-0 2� 3-0 �2 2 3-4 2 2� 4-0 r2 2-0 2__ 3-0 r2 6SllE SILL 5 6 94 s Q Q .. ( - - - t lI 71 i' �I;II II 1 I N I 2 fYISED i-1$ 94 �'`,1-­ �1" :- ��� _, .11 I. GENERAL CONTRACTOR SHALL' REFER TO FIXTURE COMPANY'S DRAWINGS FOR INTERIOR PAINT COLOR. FINAL COAT OF PAINT TO BE APPLIED o x, AFTER ALL FIXTURES HAVE BEEN .INSTALLED. 0o ,� , �, �, 11 ,Af 2-GENERAL" CONTRACTOR SHALL REFER TO FIXTURE COMPANY'S DRAWINGS FOR LOCATION OF VINYL WALL COVERING THAT IS TO BE FURNISHED 1 .AINSTALLED BY FIXTURE COMPANY. F ,, ,'; 3. REFERENCE FLOOR PLANS AND REFLECTED CEILING PLANS FOR LOCATION AND CONFIGURATION OF THE GYPSUM BOARD DROPS. _ 4. ALL WOOD DOORS `TO BE PAINTED TO MATCH COLOR OF ADJACENT PARTITIONS. .4 I .,-I�I!,�---,-'4�l"-.;l,1, .�,."I���,, � lI�,l. '1'` �� . ..l II1,_, -��I �­ '�,,,4,`. - - .'�.." . _,.I1II _I:-� L LI_II ,LI .I .1­I .:1I- . - -� ­L'�1 I IL. �..",I1 1IS��I� . II IL,I �,I,-�., I I 111•5. `ALL GYPSUM BOARD AT EXTERIOR WALLS SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE AND ALL JOINTS TO BE TAPED AND FLOATED. I I u n,. 1 FINISH FLOOR �_ 11 11 - '1�Il - _. '. _. • 11AI I L,.. ,- I '�. .I I1 �. I. I , ;;�m I � L -L 1I , [_,I _'L- 7,-�I,:1I:7, ,I '7�­ -­1 �7�,:"I"- ,L,.I7,: 1�.7� � I- - .:- ,. .�-�, -I . . -.I I I:11I . II -' THRU E DOOR E)CT. L. Z31 O 136 DOOR EXT. O WDOD DOOR 138 139 TOILET DOOR HOLLOW MTL. ,- :II L L� -,, 9 STOREFRONT ENTRANC DOOR HOLLOW 228 ®V1=RHEAD COILING 137 DpOR PENING FOR 101 112 I%q' THICK FLUSH Y4 LUS SOL D .t-. ELLISON BALANCED DOORS ACCESSIBILITY 146 147 ®VERHEAD COILING 229 CHAIN HOIST OPERATED MASONARY WALL TRASH CHUTE MASONARV WALL SOLID CORE 201 202 CORE RAIL AND DOOR INTERIOR �� II5 THRU 126 W/ j2 TEMPERED GLASS SYMBOL 227 SECURITY DOOR ROLL UP STEEL DOOR 222 3-0 x 7-0 x I Jq' ; 4-0 x 7-0 x I%q' WOOD DOOR STILE WOOD DOOR GYP. WALL RE: DET. 21/A-15 FOR HARDWARE 230 RE: DET. 1/A-II 5�'q' METAL FRAME HRU USH, H.M. OR TE FLUSH. H.M. DOOR RAME 203 204 w�w00D FRAME & F RE: DET. 8,8.1, 9,10,11,16, IT, 21/A-11 OVERHEAD COILING DOOR �`� w/ 53'q' METAL FRAME • _ W/ 5%q' METAL FRAME RE: DET F E. FLUSH. H.M. DO �q. 207 T 218 FOR TRASH CHU METAL KICKPLAT 1 . RE: DET. 1 & 8/A-11 RE• DET 4/A II \ _ J RE: DET. 3/A-11 RE: DET. 3/A-11 REs DET. 4/A-12 yy/ 53/q' METAL 0 f 20 E . I � / t FRAME RE: DET. Drown by r . 'J by Checked 1. f f . �"I, L. x 1 `I-_ __ _ . "_ _ __ .. _ ___ __ _ -. . __ _ -.._- _ _ _ _ _ _ -- -_ _ _ _ . __ - - . _ __ .- _ - . _ _ _ ___.-_ _ _. -- ___ . _____ _. __ _..__ . _. ._ _ -_ _ - ) i A il: I I I ". I � I I I'', I � ll� � � I I .. I I " � ., 1� , !, I �, I� I I . -1. I ­ .11, I . I , I ! I ^, '� : I I , ,r .. .. .. .. ,. - j . v. v ,,, P. ..,i r. .. '. _ .',..., , ',.,. .. -,,. r ' - - .. - , i I T SEALANT 1/EXPANSION RECESS SLAB 2 I/2' TOOLED CONCRETE STRIPS (DETECTABLE E:PLANTER %2 WIDE SLOTS SAWED THRU WICK RUN CONT'. AT CURB % NOTE: DEPTH OF DRAIN VARIES JOINT TO RECEIVE PAVERS - - - - - - - - - - - - - - I WARNING) ON RAMP SLOPING UP BEYOND, DETAIL TOP OF CURB AT EVERY OTHER AND THRU EACH SLOT AS REQUIRED FOR SLOPE AND/OR CONC. SLAB AND SETTING BED I RE: CURB RAMP SECTION DETAIL TILE JOINT, FILL SLOTS WITH 1 6 INTERCEPTION OF LATERALS TO TREE I 4' CONC. W/6X6XIO/10 I/' E J W/ E. J. MATERIAL ABOVE WICK N EXCAVATION. VERIFY W/ LANDACAPEING STOP REINFORCING AT I W.W.F. ON COMPACTED RALANT AND TOP W/ SEALANT -4 -_ 2 •4 REBARS CONT. CONTRACTOR EXPANSION JOINT I1/4' GRANITE ON EARTH PAVING, N. I. C. - P TYPICAL. ` ,.► •- - - - PAVING N.LC. LOCATION -- - o o" . Q A t ) PLANTER SUBSURFACE DRAIN P p 11/4' SETTING BED ° :SIDEWALK PLAN FOR LOC ° ° ° ON CONCRETE II ° -•" "• AND PE REOUIREMANTS . - - - RE:SIDEWALK N �IWELDED r---- ` -�` 4J ° ° ° WIRE .- p �- 6 X 6 / �^ ° FABRIC • 10 X 10 W.W.F. - - - - - - - - - - - 94'S CONT. 4 16 X 6 • - �. �_ . 110 X 10 W.W.F. •' � ° � EXPANSION JOINT r WELDED WIRE FABRIC 04'S X 2C. LONG ' �. s) 24. 0. C. COMPACTED GRANULAR FIN. FLOOR MATERIAL PLANTER 04 REBAR a TOP & BOTTOM q PAINT WITH II FILL AS REO'D. RUN VINYL UP SEALANT PLAN PAVING q II ASPHALTIC CATING 7�/2 • 60 MIL POLY MEMBRANE I_p BEHIND FINISH 4'S X 2'-6 LONG 1/2' EXPANSION JOINT AT 24' Q.C. PAINT NOTE: CONT. UNDER CONCRETE LINE OF SPREAD COMPACTED 30 %' HIGH RAISED STRIPS TOOLED WITH ASPHALTIC COATING TOOL ALL EXPOSED CONCRETE EDGES W/ PAVERS FOOTING -RE:STRUCT. GRANULAR .FILL INTO CONC. w/ MEDIUM BROOM FINISH • EXPANSION JOINT IN SIDEWALK N nt:fl�,- 6-0 MAX EXP. JT. DETAIL AT CURB RAMP/PLANTER 7 SIDEWALK PAVERS AT CURB &DE TAIL V TRUCK DOCK FINISH GRADE j - N MAXIMUM SLOPE Isl2 PAVER SCALE: I' = 1-0 02508.09 SCALE. I' = 1-0 09310.09CALE: I' = I-0 02508.14 SCALES 3 I-0 02508.03 20 MIL. VINYL MOISTURE BARRIER p � SIDEWALK 4-0 I' MIN. D x _� -, RE -PLANTER - PAVERS ON RECESS SLAB 2 1/2' TO RECEIVE %2' EXPANSION JOINT TROWEL CUT v/q' JOINT W/SEALANT L� DETAIL SETTING BED PAYERS AS INDICATED ON PLANS WITH SEALANT AND Q o �NACG �� - b v 2 i 2 '• 6 X 6/ 10 X 10 W.W.F. 6 •�, EXP. JOINT MATERIAL CONC. SLAB P � PAVERS IN SETTINGam WELDED > . D P a D ... 4 4 BED 7%2 SEE III/2 ... • o p , o ----- GRADE -------' ...M..� PLAN o ., .•. .: ... o , WIRE .�•--.'a / E J WITH �, BEAM FABRIC a Q Q I / SEALANT 6--- �-� �"_ -II-- a P P P ( PAVING LANDSCAPE FILL II ° ° ° ° I o ' •� I L---__-- --------J� P n P P o 4 4 a N.I.C. I Q _ _�-• -LANDSCAPING FILL II DRAINAGE I 1 4 I � 'Y4' DIA1 X 12' LONG _ _ • e FILL t• - ;i 2% MIN. SLOPE TO DRAIN TROUG EXPANSION JOINT SMOOT STEEL - - - - - - - - - - _ - - - - 4'S CONT. I COMPACTED GRANULAR oII -� -�� MATERIAL DOWEL -GREASE • �I FILL AS REO'D. COMPACTED GRANULAR o ,� FILTER �i' ' r SUBGRADE 6 MIL POLYETHELENE I ONE ED 4'S X 2-6 LONG FILL AS REO'D. 4'S CONT. MATERIAL _ Ic Q 24 0. C. 4 �I 60 MIL POLY MEMBRANE CONT, II ' LATERAL FROM TREE MEMBRANE CONTINUOUS - - - J EXTEND PLANTER 60 MIL POLY MEMBRANE ' L=•� - T - - PAINT WITH II UNDER CONCRETE W/ PAVERS CONT, UNDER CONCRETE II 4' PERFORATED EXCAVATION UNDER ALL CONCRETE PLACE 4'0 PVC DRAIN TO ASPHALTIC CATING SLABS AND PAVERS •4 REBARS II FACE OF CURB 7/2 W/ PAVERS r DRAIN 1-0 COMPACTED UNDER RAMP 7Q 7/2� 4'S X 2-0 LONG GRANULAR • RAMP SECTION CONNECT PLANTERS TOOLNOTEALL EXPOSED CONCRETE EDGES TOOL; ALL EXPOSED CONCRETE EDGES WITH ASPHALTIC COATING . -._ FILL ' 2 CONTROL JOINT SCORING XPANSION JOINT AT PAVERS q DETAIL AT CURB RAMP PLANTER DETAIL 1AT CURB CURB AT LANDSCAPE FILL E. J. AT PAVING AND SIDEWALK SECTION a SUBSURFACE PLANTER DRAIN SCALES 3° = 1-0 02508.02 C�E SCALE: 3' = I-0 09310.13 SCALE: i'/2' = I-0 02508.10 SCALE: I° = I'-0' 03300.13 SCALE: I' = I-0 09310.11 SCALE: I' = I-0 09310.10 SCALE:'/q' = I'-0' 02719.01 24' X 24' GRATE. RE:PLANTER 04 REBAR @ TOP 1/24 EXPANSION JOINT W/SEALANT 1�/2' DIA. STEEL PIPE-STD.WT. AND FRAME F - - - - - - - - - - - -- DETAIL & BOTTOM -DO NOT AND EXPANSION JOINT MATERIAL NON -SHRINK GROUT TO SECURE POST • I 6 EXTEND THRU E.J. �/ ' E J WITH 5 �I'!2 I I/2' 6 6' LONG X 2%2' DIA. STEEL PIPE SLEEVE i SEALANT Y4' CHAMFER 6 J 4 WELD 3 ANCHORS PER SLEEVE CORNER y PAVING N I C `D �`I) ,Its ' - I STEEL COLUMN OF COLUMN n LANDSCAPE FILL a.�•, s FILL PIPE WITH WELD %g' THK. PLATE TO BOTTO : " ,,II . ' r RE: STRUCT. SKIM COAT WITH 4 S CONT. �I o II CONCRETE AND ROUND IZ EIFS FINISH COAT D a' I I •4'5 'X 2'6 LONG � � • ' 2-8 � _ �IT - OFF TOP 9/2 BUILDING OR - - TO MATCH BLDG. -' 64'S X 2-0 LONG t}I I' ` ' WI7 4 SPHALT C t:OATING II COMPACTED MIN OTHER STRUCTURE {''1 2-8 2-8 MASONRY TIES W/ 4-•3 CONT. p AT 24 O.C., PAINT Ilp vII GRANULAR D ' FLEXIBLE ANCHORS o WITH ASPHALTIC COATING p U _ �- Q II )q' DIA. X 12' LONG s.'i FILL I rA o n a AT 16' O.C. VERT. - (J LINE OF CURB to Il . SMOOTH STEEL DOWELS 2-8 a D ,d D • _ _ _ _ �/2 E. J. W/ SEALANT II/ FOOTING BEYOND - ;�I GREASE AND PLACE EXP. 6' DIA.EXTRA STRONG o s . • P LYSTYAENE I II I v i� CAP WITH �q AIR STEEL PIPE -PAINT N0.4 REBAR e o a a PAVERS IN SETTING o SPACE ON ONE END i' NOTE -.TOOL ALL 12' 0. C. EA. WAY BED LANDSCAPE I EXP. JOINTS (25-0 O.C.) 7 1/2' EXPOSED CONCRETE EDGES I 10 + o n FILL, FILTERcj CATCH BASIN - PLAN _' 1�2 ° 4y " FABRIC ANDC CURB/PLANTER BASE AT LANDSCAPE AREA SIDEWALK WITH BARRIER CURB SEALANT ON I Q 12 I I EXP. JT. FILLER SCALE: �q' = 1'-0' 02725.01 o - - SCALES I' = I'-0' 03300.14 8 SCALE: I' = I'-0° 02508.13 I q q-2 6 REFER TO PLAN 2-6�/ MITER AND GRIND ® o a - o ' P I pQQQO _ _ CONC SLAB 2 SMOOTH (TYP 0- 4- s_ -s o- - - - I %0 ' RADIUS - 1 TOOL EDGE o. '/2' I 6' RADIUS 11/a DIA. STD.WT. o :0 24' X 24' GRATE `� I O I I/2 6• q• I LAYER OF 3' � PVC PIPE PLANTER I LAYER OF FILTER FABRIC AND FRAME ; • 00 n o COVER END OF DRAIN I STEEL PIPE,POSTS W/FILTER MESH I FILTER FABRIC DR INS WHERE INDICATED OVER WASHED GRAVEL � v ,n AND RAILS a o . 7c) ' ° a r 1 - - - - - - o- - - RETURN 3' & TIE ON SIDEWALK PLAN 6' VARIES, REs PLANS e M , 6' LONG ANCHOR I o� 00 BOLTS a 1220. C. _ ' . op 8�oa oaQa W/PIPE CLAMP 1�/2' o '1' I' � n v .. SLOPE :•^, � � � N0.4 REBARS t3 s ; ; . ' o , ' 3' DIA PVC PLANTER DRAIN PAYING (NIC) � p 1 LAYER 0 0. C. EA. WAY 'a , DRAIN WITH SECTION o p •30 ROOFING 65 REBAR THRUin ' �o a a INSIDE PLANTER PERFORATED • �� - - I I O PAYING _ a- - _ _ PIPE �- -WALL LINE N M o� SLOPE TO FACE OF CURB L s (N.LC.) ZD `,- ^RUCT. DRWGS. VGA. LADDER n 4 n�no� - - -- - _ _ r KEY o TT-7777- -L*r 6 CON FELT UNDER a • EL •o �o TYPE HORIZONTAL b f Al-d Ia ' p REINFORCING AT 16' O.C. RE: WALL REINFORCING •3 12' O.C. o ♦ 5' THICK WASHED , • = P . FOR STEP CONST, 2-$ I PILASTER DETAIL , •�. +•• 04'S X 2-6 LONG �I 4 W�VF TER I�SH RAIN DRAIN LINE, a 24, O.C. RETURN 3' & TIE W/PIPE d PREMOLDED PAINT WITH PLANTER FILL- CLAMP I LAYER OF 830 ► SEE MECH. I /2 II MATERIAL 1-6 CONTROL JOINT I_4 ASPHALTIC COATING 71 ROOFING FELT NOTE: REs MALL & SHELL MATETRIAL SOUARE SITEWORK DRAWINGS FOR :.�`'. tea- RE: BUILDING NOTES PROVIDE SYNTHETIC SCREEN & •4 REBAR a TOP NOTE: SIZE OF .PIPE, INVERT ELEVATION ELEVATIONS FOR TOE. ALL EXPOSED CONCRETE EDGES AND RUN LOCATIONS PLANTER DETAIL WASHED GRAVEL AT ALL PLANTER DRAINS & BOTTOM PLANTER DRAIN ' CATCH BASIN -SECTION CONTROL JOINT IN CMU WALL tPER U B C) 15 SCALES l%2'=1-0 03300.12 PLANTER DRAIN AT CURB I UNDER SIDEWALK AT CURB 20 >�IPE GUARD 0_��ANRAIL AT STEPS. SCALE: f'q' = I'-0' 02725.02 14 SCALE: I%2' = 1-0 04220-07 SCALE: N.T.S. 02528.06 SCALE: 3/4' = I'_O. 02508-07 SCALE: I/2' = I-0 05500.08SCS/q' = I-0 05500.04 12' CMU WALL CONSTRUCTION NOTES: ' HORIZONTAL REINFORCING: REs WALL REINFORCING 1/2' MESH GALV. HDW. DOME W/ SOLDERED ROOF SYSTEM LOCATE JOINT OF - --- I ' 2 2 2 - •6`S IN BOND BEAM PILASTER DETAIL JOINTS AND HEAVY GA. GALV. WIRE REINF. 8' INSULATION BOARD ROOF OR FLOOR LAP SPLICE 40 DIA. SECURE ASSEMBLY W/ GALV. BANDIRON INSULATION BOARD OVER FLUTE VERTICAL REINFORCINGe `, I- 86 IN GROUTED CELL AT 4-0 O.C. - - 2_ cfl HORIZ. REINFORCING: STRAPS OVER OUTSIDE OF LEAD FLASHING OF METAL DECK • 9 8 1- •5 IN BOND BEAM T.O.M. EL.= 8-0 A.F.S. 12' CMU -� LEAD FLASHING ;TURN HORIZONTAL REINFORCING: I ' S L2�/2X2�/2X o DOWN INTO PIPE uj 2 - •6'S IN BOND BEAMS AT �- •• .•:: ..- m, � ,_ .o..., ,-.-' ... r � ro r ..,. • , r FIRST FLOOR, SECOND FLOOR, ROOF L. . ' W N 1500 CAPACITY - 360 • • •' AND TOP OF PARAPET. IVj Ina PIVOTING ROOF ! SKIM COAT - - - - - - - - - - - 1' `� + HOIST W/40 FEET FINISH COAT W 9 GA. LADDER TYPE JOINT MIN. CABLE LENGTH i REINFORCING AT 16' O.C. I I ®® .� ...� ' . ; ®i ®` ®.� . INSULATION , . . - i-3 I-3 • ATION I' I -.- -- ':-- - - • _ MORTAR JOINTS FOR DECK Y � ; . ... t ..:. .•.. ,� .: t I 2 6 .SCREEN WALL TO _ TREATED BLOCKING uj BE FLUSH CUT OFF EXTERIOR OVERFLOW DRAIN I TYPICAL PLAN ABOVE DOOR - EACH SIDE RE:MECH. WITH BLOCK FLANGE OF CHANNEL METAL DECK FILL CELLS BELOW I NT$ ROUTED V JOINT ATERPROOF PIVOTING SEALER 3 X 3 X'/4 ANGLE ALL FOUR n DETAIL AT TOP CONNECTION SLIP CONNECTION BY SIDES AROUND OVERFLOW DRAIN.EXTEND to BOND BEAM AS TIES AT 8-0 O.C. WITH SEALLANT ANGLES TO JOISTS.(BY ROOF �°p1 REO'D TO EMBED TIES I I 44 REBAR-SET HOIST MANUF. FRAMING CONTRACTOR.) '0 IN BOND BEAM W VERTICAL REINFORCING: �' I s� L2/2X2y2x)'k I YPICAL FLASHING 84 BARS AT 162O.C. PLAN OF CHANNEL JAMB ABOVE DOOR 27 ROOF OVERFLOW DRAIN 29 DETAIL AT JOINT IN INSULATION BOARD 8-0 0. C. PIPE PENETRATION 2j L WELD TO FLANGES REs DTL. 26/A-5 8' CONC. BLOCK SCALE: 1' = 1-0 04220.34 SCALE: N.T.S. 0760056 SCALE: N.T.S. 07510-03 SECTION THRU TOP CONNECTION FILL CELLS of REs STRUCTURAL ®:• I BLOCK WITH VERT. REINF. CONCRETE V T PREFABRICATED EXP. FLEXIBLE VAPOR RETARDER / INSULATION SEALANT NEOPRENE GASKET 0 I HORIZ. REINFORCINGt FIRST FLOOR FINISHED SLAB JOINT W/ STRAIGHT RETAINER - ATTACH TO TOP OF EA. CURB U. DOWEL SAME SIZE AS VERT, I I 1- •5 IN BOND BEAM SKIM COAT, METAL FLANGE AND AND EXTEND OVER BASE FLASHING DRAW BAND 8 ° FILL POCKET W/ REINF°, LAP 40 DI I �, NEOPRENE BELLOWS 6 2 2 6 PITCH (TYP.) ' ELEV. = 0-0 FINISH COAT CHAMFER TOP OF HORIZ. WALL DETAIL AT PILASTER AND SEALER FASTENERS AT WOOD CURB EACH MTLGALV.SHT. ROOF SYSTEM LU SIDE TO DRAIN SHIELD UMBRELLA PRIOR TO FILLING PILASTER • I REINF. AT 16' O.C. "' TRUCK DOCK 8' Q.C. SHIELD W/GROUT.REMOVE FACE OF BOTTOM BLOCK FLOOR LINE II FINISH SLAB PAINT ALL EXPOSED AREA FOR CLEAN OUT OF MORTAR. I . COLOR BLOCK 0 MATCH MTLVP TCH ' I , - :�.•+�:'�� •. INSULATSO 8LE 4RCANTOSTRIPONT. ' REPLACE W/NEW FACE FINISH SYSTEM NT POCKET OR PROVIDE CLEAN -OUTS. AS I REO'D _AS GROUT IS POURED. I :"`'W ': REFER TO STRUCT. W/SEALANTION JOINT ROOF SYSTEM C8 X 11.5 (2 REO'D) DRAWINGS FOR ACTUAL BLOCK NG CONEATED T. WELD TO PIPE & BEAM FOUNDATION DETAILS 5 II REs STRUCT. 7 gCMU. OFFSET CONCRETE PILASTER , L3X3X'/a (2 REO'D) IWIH EIFS ALIGN PIL=ASTER DETAIL 1WALL 4RCI G I &E BEAM PIPE NOTE: REFER TO -FLOOR PLANS FOR DETAIL AT BASE (CLEANOUT) E ` t .• "�IDEBACKER ROd T 115/eCMU SECTION THRU BASE PILASTER LOCATIONS PEMB RATNG EXTERIOR INSULATION �I'l MEMBER �• AND FINISH SYSTEM , WALL REINFORCING PILASTER (PER U B C� PIVOTING ROOF HOIST SCREEN WALL AT TRUCK DOCK SCREEN WALL AT TRUCK DOCK 28 CONTROL JOINT AT ROOF HIGH POINT 30 FLASHING AT PIPE SUPPORT s �2 SCALE: N.T.S. 04220.03 23 SCALE: N.T.S. MI46IL01 2Q SCALE. 1' = 1-0 04220.30 26 SCALE: I' = I-0 04220.33 SCALE: N.T.S. 07700.01 SCALE: I I/2' = I'-0' .04 %8' FURRING CHANNELS PROVIDE TEMPORARY CLOSURE L2X3X1/4X0'-il' LLV PIPE SHALL BE LOCATED AS CLOSE TO COUNTER FLASHING, BASE FLASHING & ' MINIMUM 2-0 O.C. �1��' CONT. BEAD SILICONE ROOF DRAIN ASSEMBLY UNTIL ANTENNA INSTALLATION W/%2' DIA.'U' BOLT COLUMN AS POSSIBLE W/O INTERFERING CANT STRIP AROUND SCUTTLE 6 SEALANT EACH W/ BEAM STIFF. PL. IF APPLICABLE t I CONS. NEOPRENE 4 SIDE � COMPLETE t I CLOSURES. TYP. � s - BLKGTREATED WOOD AT TOP AND BOTTOM gyp. \ I' CAP iii NO MECHANICAL JOIST I I L3'x3'x7/16x1-0 I I ROOF SYSTEM ON INSULATION EXTERIOR INSULATION AND FINISH SYSTEM � � � FASTENERS TO \ 3 SIDES I I TYP. ON METAL DECKING INSURE PROPER W/3/4 i&U BOLT TWO SCREWS PER O V) � i I STUD, 3 AT END EXPANSION & 5 a (JOINTS) I CONTRACTION t . Q I I 4'L X 2�/2' D(A - - - I %-RIGID iNSUL. ® ® NIPPLE _ _ _L_ _ _ _ >_ _ _ _ _ _ 2-6 X 8-0 ROOF SCUTTLE AT LADDER - =1fi 2.4m TOP CONNECTION ELEVATION BASE FLASHING -----^.. � I LINER 2%2' DIA 2-6 X 3-0 ROOF SCUTTLE AT HOISTWAY PREFINISHED METAL LEAD FLASHING ---"�` v WEATHER HEAD COPING JOINT COVER ROOFING TO MAIN MAOINPLLINNEG WELDED N 6' LONG AT 10-0 O.C. o o I I FIELD VERIFY THIS ,., MAX. SEE BELOW GALV. SUMP PAN I` " I I FLASHING TOP CHORD OF FOR CORNERS RING CLAMP ELEVATION Job No. 90079 0 0 REs DETAIL TYP. BEYOND -TOP ,'' 3-0 BASE F ASHING 2-TOP LAYERS YP.) Date APRIL,1993 �'" I t -,-.--ROOFING SYSTEM 1.8m TOP CONNECTION PLAN rM1N. ENLARGED PARTIAL SECTION .4 w' a w 14 I L4'x4'x3/8 (x2) o s' ���,� Revisions _ M 2' MIN. i M' = Q LEAD FLASHING IN � c� :�'� ;' , : �����' Go�N�� BOTTOM OF PAN ONLY NO. Date Z N o4 MITER, OVERLAP 0 0 + I C8X11.5 L3x3xl/4 (x2) I II II I CIOxl5.3 AND SEALANT z_ a ISSUE 51#1l 5 6 91 I I 62$STD. WEIGHT PIPE I II I I' MIN. a' _ ��,A G 0 7 N_ U oo �O I I STD. WEIGHT PIPE �� , ,' ,' ��ASV` I ANDSEALANTr .I 510FOR 1.8m I I 6',OFOR 2.4m �- 200 ' ' ' • - - - I I 1.3200 STEEL PIPE / r TREATEd 2.4m BOTTOM x2) TYP. STANDARD WEIGHT ' BLOCKING t I VERTICALS SPACED ,' ,' GALV. SUMP PLAN - + AT 3-0 O.C. 9' TYP. L 3X3XI/4ALL FOUR z a RING CLAMP TO 2.4m BOTTOM CONNECTION PLAN UNDERSIDE OF PAN -. SIDES OF SUMP PAN c I II o �, x EXTEND ANGLES TO Q I I 1.8m BOTTOM CONNECTION PLAN NOTES: I/q' STL. PLATE TREAD �^ , a ,' I . - ROOF DRAIN & LINE JOIST & WELD (BY ROOF `) WITH I' RADIUS BENT 2' �' g ,' _ /2 TREATED • = N SEE MECH. FRAMING CONTRACTOR). PIPE -SHALL CONFORM TO ASTM A53. VERTICAL LEGS co , s PLYWOOD i° - Sheet PROVIDE 2' DIA GRADE B, GALVANIZED L4X4>/qAT EACH STRINGER tt , WELD ;ANGLE TO STRINGER TREATED WOOD LOW POINT OPENING IN PIPE - 6 MIN. SECTION THRU ROOF DRAIN & PAN I I U, FOR ANTENNA WIRE: STRUCTURAL STEEL SHALL CONFORM TO L2X2X1/q AT EACH ,' AND TO CHANNEL BLOCKING Of ROOF EDGES TO BE ASTM A36 END OF EACH TREAD , CONT. CANT STRIP 12' MAX. 6' MIN. 3' 2-3 3'AWL t IISMOOTH BOLTS SHALL CONFORM TO ASTM A36 BASE PLY CORNER 12 MAX. 14 GA. GALV. RECESSED SLOPING - - - - - - - ,� WELDING SHALL CONFORM TO AWS DI.I-88 STRINGER-MCI2XIO.6 - L I I STRUCTURAL STEEL EXPOSED INSIDE BLDG. CLIP ANGLE W/ANCHOR _ _ C8XI8.75 CONNECTED TO NEAREST INTERSECTION SUMP PAN SLOPE SLOPE BE I ,' JOISTS WITH VERT. L4X4XI/q' INSULATION BOARD ON MTL. DECK SAME AS ROOF SLOPE SHALL RECEIVE COAT OF RED OXIDE PRIMER BOLTS EACH STRINGER - WELDED TO TOP AND BOT. CHORQ MODIFIED BITUMEN SHEET NOTE: CORNER MAY BE OPP. HAND t FLASHING AT ROOF AND PARAPET ROOF DRAIN o ANTENNA BASE DETAIL ROOF ACCESS SCUTTLE AND LADDER �� TYPICAL COPING DETAILS 3r� Drawn by 31 32 ° _ SCALEc l'/Z =I'-0' 07600.47� SCALE: N.T.S. 07600.10 Checked :by SCALE: N.T,S. 05500.17 SCALES I - I-0 07700.16 SCALE: N.T.S. 07600.15 _ ... _ _ _ _ _ - -_. _ _ . .... -. - - - .: I - - - - - - < • ; ♦ 1 +k ,� t• a . . f ;, :i .. _ w ✓ .: w Pt" . -. I , , ! , 14, 1 I . I 1.,I 1`_,t,-�,"�I`,1-j�',L -,,,-",,'-,1-t.,'_ �� -,­,,, 4%,�-! /.(. ,',."1�-A"j .II''-_,�' �'".;I"�ffi�1!X. _. L ", i',.,':_I 'r�'. 4.­- "�"_'­I- . 1,"�?,z_­_."�1:'.1,5LI , ",t�,'," ­1I-1,1_,1", -.�'2__" 1J - CUT OFF EXTERIOR COILING DOOR W/ EIFS e CONCRETE EIFS I ' 1I I1I I .LI1"I ..I I @II1I 4_1,..I E. I III �,.LIILI . 1, I 1CI . . I K,.I I. N.I,.. .... G. _,.- .. 1.,I. L.-:I. I I�::-�I.1:,. .:.�\.-.I. - �.-- . I:e=-- -, ��I, I �I 9IIIII. --.�--).. ---:-- - I'- .- _ "_.-4 ;--.� # �_-1_v�-_I. _I._ � _ . I.". -. I. ._ . -..Ii.e.. f-.I.1I .l��..�.\ ­__._1 4_II.I /I 0-2­" 4.1 :�%;I-,. . - \ ."4I .- I.�ll -_ HORIZONTAL EXTERIOR INSULATION O1-j & •I .."- � . /--I- _ "-- �-I_\ _*.-... t ..V0. ,',O.or(%C.? 4UUI4RR B .. I - -1I. 1,I .1 _, __0 �_* �/_ , /_1_. d:/-�_../�:. r. m (,� i H\��-===I_] -. , " I,1'1\-.1II. \� I ,:,I- A.1.-=..I1 >l1._IIIII ---d­_=/-__. -�--_ ''0T.. -_.._===. fl_i __ 1i__��J k7. . �- ,\�AI.I11- =----1.lI ,.l_. .\ '6. I L . )I FLANGE OF CHANNEL FULL WEATHER BLOCK EXTERIOR INSULATION & BLANKET INSULATION FINISH SYSTEM ON %R F.R. \ .* -_. .- . .II '/". Ii=L N. --t_�--_-�j-I k ABOVE DOOR ANQ STRIPPING - - - _ JOINT REINF. FINISH SYSTEM ON 1/2' • SEAL JOINT JAMB OF OPENING AND 0 16' O.C. SEAL JOINT BETWEEN ROLLEDEMETAL S UDSLD GYPSUM BOARD ON COLD CURB & GYP. BOARD �� HEADER EDGE OF DOCK SEAL ROLLED METAL STUDS W/SEALANT o I, EXTERIOR INSULATION WEATHER AND FINISH SYSTEM ---- �,, .•-- BAFFLE t C$ X IL5 W/ I/4' X II' i/2' GYP. BD. STUD TRACK HORIZONTAL STEEL PL. - MIN, BEARINGS' 4' CONCRETE SEALANT M SEALANT FINISHED SLAB STUD TRACK WATER RESISTANT GYP. BOARD PROVIDE IS. SEALANT 1 JOINT REINF. EACH SIDE TO CLEAR BLOCK PERIMETER OF -._I II\I 1 -EA s� 16, O.C. REBAR METAL TRIM MTL. RAIN GUARD C $ X 11.5 W/I/4' X II' FILL W/GROUT FRAME BOTH SIDES j j' `x, CHANNEL STEEL PLATE MIN. FILL W/GROUT 7-4 A.F.S. SLOPE FLOOR TOWARDS DOOR HOLLOW METAL FRAME O I 12 BEARING EACH TREATED WOOD - N I 4 CONCRETE SEALANT --•+ N BOOKIATCH- PAINT ; / / a 0 0 SIDE BLOCK HOLLOW METAL MTL. RAIN GUARD I I PROVIDE CONT. . - EJ. & F.S. • P - = _ 0 .. , FRAME. N.6C. I # MTL. TRIM ALL S DESTRIPPING 0 . �o _ DOCK SEAL --,. 0 �• -. • --- --- o HOLLOW ME HOLLOW METAL DOOR o y r, v a HOLLOW METAL FRAME ® TAL DOOR N 0 METAL RAIN GUARD r. m PAIN a 8 0 A.F.S. 0 FRAME. PAINT TO MATCH EXTERIOR INSULATION T DOOR & FRAME ° FILL W/GROUT o E.I. & F.S. FILL' W/GROUT AND FINISH SYSTEM - + TO MATCH E.I. & F.S. 4 CONC. FILL W/GROUT I BLOCK HEAD HEAD 0 PROVIDE 3 ANCHORS SEALANT C 8 X 11.5 I � PER JAMB - H A HOLLOW MTL. DOOR (BOTH SIDES) C 12 X 20.7 I I PAINTED GUIDE DOCK PLATE W/BUMPERS 5�'4' HOLLOW o o JAMB E ®D FRAME THRESHOLD CHANNEL, JAMB I ASBTRAGAL LINES AND TREATED BLOCKING METAL DOOR FRAME IL REs WALL REINFORCIN DBL. STUDS PILASTER DETAIL MTLFIFL SHINGOON BEYOND -CENTER AT OPENING PAINT TO MATCH o .. .. . . • •. rr-1/2' GYP. BD. HOLLOW MTL. DOOR E.LF.S. HEAD TOP STUD TRACK . . -,I9V-,1 J.- g�qw. I(W1t "I9IEip__-_ftRn nc10->-6-I*jw .al_-. \I PAINT .TO MATCH EXTERNAL SE7 THRESHOLD IN EJ. & f.S. WEATHER SEAL '(' //'� (� REs WALL REINFORCIN PROVIDE 3 ANCHORS BED OF SEALANT HEAD E L E V A I I O I V WATER RESISTANT li 11­ II PILASTER DETAIL PROVIDE SEALANT PER JAMB ___ _ __ iv GYP. BOARD INSIDE DOUBLE SIDE FILL W/GROUT 0 PERIMETER OF EXTERIOR OF CONTROL ROOM HORIZONTAL JOINT WEATHER SEAL 7-0 PROVIDE 3-ANCHORS ! . ' ~ -` FRAME BOTH SIDES MTL. TRIM ��,\� - RE WOR M.O.' HOLLOW METAL WALL ON COLD ROLLED .DPER JAMB , ' b FRAME. N.LC. METAL STUDS TREATED �/z' `�. - -- FILL JAMB CEUh & CURB CHANNEL . r . • .• C - - :N AT 16' ON CENTER COX PLYWOOD CAVITY W/2500 P.S.I. JAMB PAINT DOOR & FRAME SEALANT w . �- GROUT FROM FLOOR i ; • PROVIDE SEALANT TO MATCH E.I. & F.S. 5 ?✓q' ot 9 a , • 0 STRUCT. ABOVE - 0 PERIMETER OF - o a w = 3s/a WIDE X 6' HIGH CURB o 0 w u 4'TREATED SHAPED T FRAME BOTH SIDES ---� iv o o ,n sn POURED MONOLITHICALLY -- •6 FROM FLOOR k /4 W/SLAB - WOOD CANT FOR • . TO STRUCT. ABV. DOCK PLATE W/BUMPERS FILL W/ GROUT 3'-64 WIDTH OF DOOR ' -- -- �._.___.__.. JAMB SLAB SLOPED - AND TREATED BLOCKING A.F.S. TO DOOR COLD ROLLED C 12X20.T CHANNEL -CENTER AT OPENING HOLLOW METAL c� PROVIDE SEALANT �' . JAMB. EXTEND TO m � ci METAL STUDS DOOR -SEE o Z w = 0 PERIMETER OF _� AT 16' O.C. STRUCT. STEEL ABOVE o 0 w u BASE FLASHING 7 & ANCHOR -CUT OFF SCHEDULE a o cn v, FRAME BOTH SIDES METAL THRESHOLD , .z I z •5• EXTERIOR FLANGE OF PAINT TO MATCH /� f DOCK SEAL e4 REBARS CONT. ROOF SYSTEM ROOFRBOAROD 2' CHANNEL ABOVE DOOR PLAN E.LF.S. �� SILL BLK. HOLLOW METAL DOOR , . . i.. , --� _.�. . 47.----_-_- _-_-_IIIIIkL�_ --� .L .-'-',, , .... . 2,_--_--J._L1I .1 . . \�I \� I F..q It 'XI' I I' AND SEAL JOINT 5�, u _ , ON METAL DECK - SILL Q2 O.C. VERT. SEALANT JAMB a . . .. . . . . -. - I -;i I . .�i_i _.. . DOCK SEAL SILL ° I ,. JAMB ll%CONCRETE BLOCK SILL HOLLDW METAL DOOR I ---------------- t OVERHEAD COILING DOOR ? DOCK PLATE AT TRUCK DOCK EXTERIOR MASONRY WALL OPENING FOR TRASH CHUTE HOLLOW MTL. DOOR IN EXT. WALL CURB IN SPRINKLER CONTROL ROOM HOLLOW METAL ACCESS DOOR 1 EIFS I SCALE:1' = I-0 08331.03 0SCALE: 3/8' = 1-0 11160.01 SCALE: I%i = I-0 08110.28 4 SCALE: I%2 I-0 @�'= 7 ■- 08110.27, SCALE: I/21-0 08110.04 SCALE: N.T.S. 03300.11 SCALE: 1/2 = 1-0 08110.31 BLANKET INSUL. %2 GYPSUM BOARD ON V . -(3) LAYERS , /2' GYP. BD. n - - / PLYWOOD ON GYP. BD. i i OLD ROLLED SALES V2' GYP. BD. I "i-- TL.STUDS AT 16' O.C. STRUCTURAL TUBE RE: szn COOR CONCRETE BLOCK 3' I I I I STRUCTURAL DINGS. AREA z t-- 20 GA. META I THRESHOLD `� i�/2 _ 3Jg' PARTICLE BOARD {� a BREAK WITH I i 1 ■ ¢ ' SEAMED ED S, I / POLISHED __ ELLISON BALANCED D00 o GANITE I 1 Q, - PAINT FLAT LACK I I W/ 1/2' TEMPERED GLA S o - � ,, Q I - I - - W w ADHESIVE / CEMENTITIOUS �"® i I I = C SX16 GA. COLD " o PLASTIC LAMINATE ' ' I i I I F- ROLLED MTL.STUDS z �- V- RE:STRUCTURAL i► V2 SUSPENDED a u 0 16 O.C. J u , 2V ' x 2/2' x 4-0 1V2' x i/2 IS GA. x 4•-0 GYP.BD.CLG. SEALANT W/ BACKER RO L. CLAR LEXAN CORNER GUARD S.S. CORNER GUARD ATTACH STUD TRACK I I ( a - ATTACH W/ 6 CHROME SCREWS W/ MASTIC ADHESIVE .� DOOR HEAD AND /2 CEMENTITIOUS ADHESIVE POLISHED EDGE SUPPORT BY DOOR I I ON %2 GYP. SHEATHING o ELEV. = 8-4/2 ROLLED METAL' COLD VESTIBULE W - o WELD 6 METAL t z a o MANUFACTURE STUD TO 8 I I /2 COILING SECURITY METAL STUD ABOVE %2 $ '/2 I/q STUDS AT 16' O.C. v - .F.S I DOOR GUIDE BY SALES AREA RECEIVING AREA ' 1 I --I �/2 THK. STONE DOOR MANUF. C, (D L- Q 9-7%2 A _ , ` 1\ ELEV. - I STUD TRACK ENTANCE DOOR JAMB DETAIL "' + s-o/2 A.Fs• N 14 CORNER GUARD o N o 10 DOOR GUIDE - - - - - \ - - - - - - - COL I- - a c E.I.F.S. ON �/2 EDGE TRIM SCALES I%2' = i-0 - GYP. SHEATHING _ _ I 08410.21 W I SCALE: N.T.S. 10260.01 o •, METAL STUD FRAMING --- --- SEALANT \ + AT 16, O.C. _ 2 \ RE:STRUCTURAL PAINT ALL EXPO ED r- (` C BACKER ROD VZ SUSPENDED S j _ O CONTINUOUS , } , , , , -- -- & SEALANT GYP.BD.CLG. VESTIBULE MTL.FLAT BLACK oq W !f , WEATHERSTRIPPING Y �' TREATED WOOD I-_j V c - o ' BY MANUFACTURER , . ; I BLOCKING r--THRESHOLD o SUPPORT BY �0 t ELEV. = 8-4/2 _Ja W o' c `\/ o DOOR MANUF. a 0 O ' ELEV. = 8-0'/2 A.F.S. u, � A--,, EXTERIOR VESTIBULE A.F.S. ------------ - - - (A Ww F; ; ' I 7 % . GYP. SHEATHING e ----------- I/2' GYP. BD. 5c ------------ ~---------- ------ :. METAL EQGE TRIM ' ON C8XI6 GA. COL ► • 00 . I� ROLLED METAL EXTERIOR �" i i I GLASS STUDS AT 16' O.C. -i- a 0W . ° ' ' EDGE TRIM TREATED WOOD ELLISON BALANCED DOORS a of ' PAINT FLAT BLACK ; CONTINUOUS BLOCKING '/q W/ I/2' TEMPERED GLASS - STUD TRACK SEALANT SEALANT W/ BACKER ROD i DOOR PLATE - METAL STUD FRAMING GLASS EDGE TRIM �, AT 16 O.C. I 1-113 6 8-0 V TI SALES AREA / CEMENTI710US $' CMU 5 /s ES BULE A�HE5IYE v %2 SHEATHING t HEAD $-0 6 63 f - %2 THK•STONE I JAMB & ANCHORS r BY V. MANUF. ELE _ _,... E.LF.S. :,...:...- .. ::: SEALANT W/ BACKER R00 �' FU HEAD FINISH DIMENSION RRING %2' GYPSUM BOARD F v ' EXTERIOR COILING SECURITY DOOR 1„ , • - - 8.1 STOREFRONT HEAD AT INTERIOR 9 STOREFRONT. HEAD AT INTERIOR ii ENTANCE DOOR JAMB DETAIL @COLI�G= ISECURITY DOOR JAMB ELEVATOR DOOR JAMB ' SCALE, I/2 - I 0 ' _ ' = SCALE: II/2 - I-0 SCALE: /2 1-0f SCALES I�/2 I-0 08410.26 SCALES I/2 I-0 08410.17 08410.2008331A4 &�CALE: 3' = I-0 04241.01�,;X4 3 r 4,*-,4 ..`i. 8 x 3 x I/q x O'-6' BENT PL. (4 REO'D) �s WELD TO COLUMN &STEEL TUBE NOTES %' GASKET 71 71 0Z ;" WALL AREA BEHIND ALL LAV., MOP SINKS, & =iGLASS DOOR OR SIDELIGHT SERVICE SINKS SHALL HAVE LAMINATED GLASS DOOR" OR SIDELIGHT PLASTIC WAINSCOT OF DIMENSIONS i) LINE OF / 3 3 INDICATED. EXTEND WAINSCOT ALONG INTERSECTING 5/$' DIAM. W � WALL BEYOND �COLD ROLLED VESTIBULE METAL STUDS WALL IF FIXTURE IS LOCATED IN CORNER. HOLE I,q. EXTERIOR - f VESTIBULE SALES ca. - - - - - - ''gMARBLE SEE FLOOR PLANS FOR LOCATIONS. CAULK AREA BETWEEN PLASTIC &FIXTURE. N .� .t ,�, 2-0 6 8-0 8-0 - 6 6 N- .E? . mI- --_...'I JI_., E..p. 7, ', i' TS 4 x 4 x .,. co W !4 THRESHOLD THRESHOLD FINISH DIMENSION - I 1 �' • Q -°_ BASE METAL FRAME _ �, BASE METAL FRAME O o g ` O BASE CHANNEL INSIDE '�` METAL THRESHOLD �, i TUBE EXPANSION r, METAL THRESHOLD - /2 YP. BOARD BOLT TO FLOOR cc r ONq FURRING 3-0 a E- o FINISHED CEILING COVER DOOR w FLUID APPLIED WATER 0 o 5 PROOFING MEMBRANE c REFER TO WALL Ix4 BLOCKING W/PLASTIC , I I E FLUID APPLIED NEATER PROOFING EXCEPT WHEN ON GRADE ? - _ - - _ _ _ - _ - _ - _ - _ - _ LINE OF v , MEMBRANE EXCEPT WHEN ON GRAD ;. U. W SECTION LAMINATE _ e� � U. y N INTERSECTING , ff�� FINISHED RECESS SLAB 21/2' o DOOR TRACK WALL RECESS SLAB 2%2' SLAB = 0-0 TO RECEIVE if_ TO RECEIVE R PAYERS ON NON -SHRINK HEAD ' PAYERS ON NON -SHRINK GROUT PLASTIC SETTING BED GROUP SETTING BED _ LAMINATE p r __ GLUE TO WALL I . r T - I I ROOM FINISHES I D I I iar d s_ - D11ards = U. a �� l� •N SCHEDULE FOR i SEALANT N REMAINING FINISHES - 3 . N FLOORING TO SLIDING GLASS & I 5/ DIAM. /8 r FINISHED 0 /8 MATCH ADJACENT ALUM. MALL ODOR PROVIDE PLASTIC I o HE REO'D. T p ' ' `¢ MALL FLOOR SEE SCHEDULE I X4 WOOD TRIM METAL TRIM LAMINATE HERE D I P 0 SLAB DEPRESSED AT SLAB DEPRESSED AT SLAB = 0-4 p : I-0 DR LESS AND I _j {n (n 2-0 MIN. ON INTER- U- . t 4 VESTIBULE ' p VESTIBULE 2Y4• 2Y4• SECTING WALL OR 3/I5• BEFORE PUSH SIDE __ - p p 70 DOOR FRAME METAL TRIM IF 3-0 OR LESS ETCHING 'N PULL SIDE p FOUNDATION RE:STRUCTURAL p -N i FINISHED i 1-6 I-6 I ' II/2 3 6' FLOOR �' . ' • p FOUNDATION RE:STRUCTURAL .- p I I . p = FINISHED SLAB BLOCKING I i • _ - - . - - D ELEV. = 0-0 I ' o MOP SINK RE: MECH. DINGS 1/2' GYP. BD. 1/2' GYP. BD. - - SILL FILL W/GROUT 2' 35/s %2 SECTION PLAN VIEW /aI-' I- .9=---=-.I�_GI..1_tI �U._/>=-s:III . I.IIIff-1_ - -:I*- 7 6.� ,-_11v.-..=� " 1. -I.. _�L.. - _ '\_.I -II.�_-- _ X-1-./_ 0',,. e I%N .I ..--%fi- 1- �(((((((((E( ->>>>>>>-x_�I .-.���<� <� < ----.--.1-0. .I * -. V2 ELEVATION OF LAMINATED EDGE of DooR 16 THRESHOLD AT ENTRANCE &THRE SHOLD AT ENTRANCE SLIDING MALL DOOR 19 DOOR AT MALL SLIDER DOOR POCKET PLASTIC BEHIND 51NKS 21 HARDWARE FOR ENTRANCE DOORSSCALE.3'=1'-0' 08410.18SCALE:3'=1'-O' 08410.19 SCALE:3°=1'-0' 08311.01 SCALE:1%2'=1'-0' 08210.01 2� SCALE:I/2'=1'�0' 06240.01 SCALE:3'=1'-0' 08710.01 - STRUCTURE ZONES VERIFY PROVIDE 1/2 X 1/2 STAINLESS REOUINEMENTS WITH N/ ROOF SYSTEM ON STEEL WAINSCOT CAP IN STRUCTURAL PLANS METAL DECK CORRIDOR & ALUMINUM IN OOF DECK RECEIVING AREA . I z -rlj�-� °- / \\ I� •/ ROOF OR FLOOR /° \\� �i/ ��� q� \\\ // `\\ � p\ //i REs ELECTRICAL DRAWING 11 ,�, CONT. C6 X 18 GA. �' �` �/ \` �' �` �� �� '� �� ��t I - .. :1 , " '' METAL STUD FOR LOCATION OF ELECTRICAL PANELS ® . W M.S. ___-'____-'6===1== ______�'` ___-�'__ - . BOTTOM Of ` JOIST- IT -=1 7. \ t.- BRANCH CIRCUIT N►ff?WG COND. ZONE :. :jI L 2X2X 3/16'- BOTH SIDES /N I j - n-_ -_ --- I I C6 X 20 -ATTACH TO UNDERSIDE OF TOP CHORD MINERAL WOOL IN VOIDS IN ROOF DECK BLANKET INSULATION q-p A.F.F. DRYWALL PARTITION,., RE:FLOOR PLANS AND LEGEND .G 7�Ir n .1I I z . D �� M I��7r',.- G,. N ; Job No. 90079 _ „�) \ _ 1� �? ® I' TOUROOF IDECKLUUK OF MATERIALS 1G1G1U1l�1G1G111l�11%1!l�l� y - - - - - HVAC & STORM Date APRIL,1903 HVAC & STORM Revisions DRAINAGE ZONE BOTTOM OF JOIST WAINSCOT CONDITIONS a w a W w OYERLAPP�IG __ DRAW ZONE L EA. SIDE No. Date it a- -j m w SPRINKLER w OVERLAPPING I. CORRIDOR FROM 1-0 3 - '4'S O. a4 CONT. ct w w u ZONE 0 STRUCTURAL ZONE RECEIVING ROOM DOORS o`er o z �' o TO SALES AREA SHALL - 1 NOTES HAVE LAMINATED PLASTIC 3-0 ISSUE SHELL 5-6- 94 6' 6' SEAL OFF ALL VOIDS WAINSCOT ON 3/8' THICKip CAUSED BY DECK PARTICLE BOARD GLUED I +ILL 0 0 SPRINKLER M'AAINS SUSP. CEILING GRID CONFIGURATION & TO GYPSUM BOARD.DANGER ? L I ;,r I & BRANCH ZQNE 200 Ibs. ON TOP JOIST PENETRATIONS 1W ., CONT. C6 X 18 GA. OF JOIST 2. WAINSCOT IN RECEIVING I M.S. ROOM SHALL BE 1/2' - DRYWALL PARTITION PLYWOOD ON GYPSUM N ' 1-6 C'�' '� IGHTING & SHRINK. MTL. STUDS aN61 O.C.� RE: FLOOR PLAN AND BLOOCK B SE ONCRETE . DROP ZONE MAIN f FROM FLOOR TO BOTTOM LEGEND OF MATERIALS 11 \VI J I . . TAINED THRU-OUT PROVIDE JOIST REINFORCING WITHIN OF METAL DECK STUD TRACK • THE PANEL SPACE AT ANY TIME THE IO-o C.H. Ct7NCENTRATED LOAD IS 200 Ibs. OR FINISHED _ GREATER IN ANY DIRECTION FLOOR ., ' . .• ' * , e , M . ' ' . A . e.• r� ,.-77N _ �_ 4 -I-- r . . M CEILING OFFSET 200 Ibs. ON SALES AREA OR RECEIVING ROOM 0, 2-7 I q 11 Sheet NOTE: 5EE PLANS FOR BOTTOM OF STOCK ROOM TRUCK DOCK1 L . REFER TO STRUCTURAL EXACT CONFIGURATION JOIST LETTERS TO BE PAINTED PAINT AREA SOLID BLACK. SOLID RED NOTE: AT ADJACENT - DRAWINGS FOR REINFORCING OF JOIST SUPPORTING Hi FINISH FLOOR LETTER HEIGHT TO BE 6'. ROOF DRAIN & OVER - FLOW INCREASE DIM, - SUSPENDED EOUIPMENT TO 30' & 3-0 '. ..I I I - 11 NOTE: FLOOR T0, BE PAINTED AT ALL PANEL LOCATIONS O •f 28 - TYPICAL AREA OF ZONES ABOVE CEILING JOIST REINFORCING AT CONCENTRATED LOADS GYP. BD. WALL v RECEIVING ROOM LAMINATED PLASTIC WAINSCOT ELEC. AREA PAINTED FLOOR DETAIL CONCRETE SPLASH BLOCK 22 23 ���������(_ SSCALE- 2S)S,ALE_11je=l._0. 26 0SCALE: Drawn ray SCALE: N.T.S.. 01042.01 SS4IsETr = 1-0 05500.07 N.T.S. 09250.39 , 06240.02 SCALE:I' = I-0 09900.02 I I/2'= I-0 03340-06 _____ - - - - - . Checked by :;. . - a 4•, _ . _ , . - ,, ,: .• . _ _ 4/a STUD TRACK3-0'%2 1/2' THK. GYP. NOTES: s�. 3%, �'*—GYP. BOARD ON F.O. BOARD I.) PROVIDE NO. 12 WIRE AT 4-0 O.C. - PROVIDE i/2'GYP. BOARD ON METAL STUDS TWO WIRES AT ALL 90 CORNERS OR CHANGES METAL STUDS _ _ _ TAPE & FLOAT BED %— IN DIRECTION. 2.f PROVIDE TURN BUCKLES FOR LEVELING. • � 2X4 iM000 BLOCKING — — SHALL BE FLUSH W/ ' NORMAL PLANE OF STUD TRACK s/e' FIRE RATED GYP, BD. GYP, BOARD. DO v METAL STUD ON M.S. a 16'O.C. " METAL HEAD - NOT BUILD D TO HOLL01/ METAL VERIFY SIZE BOTH SIDES FIXTURE COMPANY BY N FRAM MTL. STDS, -- EDGE OF INSERT, SEE STUD TRACK STUD TRACK INTEGRATED MTL. SPACING OF DOOR -SEE • 0 2 X 4 WOOD STUD AND DRAWINGS FIXTURE STUDS W SCHEDULE _ 0D y BLOCKING r SLOTTED STANDARD NO. 12 WIRE HOLLOW METAL FRAME �$ _ -- 5/8' X 2 1/4' TRIM CLIP AT DOOR AS SCHEDULED V2' W000 STOP 2-0 O.C.- DOOR }, W (EA� 3/4' WOOD FRAME FIXTURE STANDARD a GYP. BD. - BOTH SIDES a INSERTS BOTH ICATED ON HEAD 5�4' FIXTURE DRAWINGS WOOD DOOR SIDES WHERE ;^ HEAD MIKE ` FIXTURE STUD IN FIXTURE WALL FIXTURE GYPSUM BOARD HEAD i TRIM BY SUSPENDED CLG. i 3 ) I s RE COMPANY SCALE: HALF SIZE 09100.01 DOUBLE METAL STUDS ! METAL TRIM F§ a 1/2' GI1(P. BOARD I i i t 5jg' FIRE RATED GYP. BD. 2 X 4 WOOD STUD - 2 SCREWS PER TRACK ON M.S. a 16'O.C. CONTINUOUS HEAVY-DUTY THRESHOLD STUD TRACK _ DOUBLE METAL METAL FRAME STUDS" METAL STUDS----'RDRYWALL EsFLOOR PANS PARTITION FINISHED OPENING FOR FLOOR FINISH RE: FINISHED SLAB AND LEGEND N A DOUBLE 3' METAL STUDS FINISH SCHEDULE OF MATERIALS PROVIDE 3-ANCHORS z PROVIDE 4 I/2' X 4 Ill' X 2 X 4 WOOD DETAIL C C HOLLOW METAL FRAME 1/8' STEEL PLATE BLOCKING 5/8' X 2 1/4' TRIM SALES SALES z AT EACH HINGE PER JAMB o NOTE: 4' VINYL BASE 4 ' d 3/4' WOOD FRAME RE: FINISH SCH'L r" z W JAMB ANCHORS TYP, ?n a ALUMINUM DOOR- AT TRIMMED OPENINGS BY • s fi 1. tL C Z' SEE SCHEDULE w FIXTURE CO.,GENERAL CONTRACTOR STUD TRACK -� SHALL PROVIDE HEAD OPENING AT s# o vvi DOOR -SEE SCHEDULE D40R AS SCHEDULED z WOOD DOOR D D O W z a 6'-9 I/2 A.F.F. W/2 X 4 NAILER & JAMB , , D FINISH FLOOR p ,W 5)f4' W OPENING TO PRODUCE FINISH JAMB ONC. SLAB W �e JAMB a L) OPENING WIDTH INDICATED ON PLANS. D D , ' JAMB �' FIXT. CO. SHALL PROVIDE & INSTALL z N TRIM & DOOR. CO-ORDINATE OPENING JAMB JAMB CONSTRUCTION W/FIXTURE CO. NOTES IN FURNITURE DEPARTMENT INSTALL HOLLOW METAL DOOR IN GYP. B.D.'HOLOW MTL, FRAME -INTERIOR FR WALL DOUBLE ACTING ALUMINUM DOOR WOOD DOOR & FRAME IN GYP® BD, WALL TRIMMED OPENING HEAVY-DUTY THRESHOLD TYP. INTERIOR DRYWALL PARTITION &SCALLE. 4 5 7 B CALE: 3'=1'-008110.08 I''/y' = 1-0 08110.19 SCALE: 3'=1`-0° 08357.01 SCALE: 1%2'=1 -0� t 06210.33 SCALE: N.T.S. 06210.27 SCALE: 3'=1'-0' 05723.01 SCALES N.T.S. 09250.38 IF NO. 12 WIRE IS USED PROVIDE WIRE AT 0 O.C. w ` r " NOTE: 4 I y < ANCHOR TO STRUCT. AND PROVIDE TWO WIRES AT ALL 90 CORNERS OR SUSPENDED ACOUSTICAL CLG. ABOVE a 4-0 O.C. I CHANGES IN DIRECTION- PROVIDE TURN BUCKLES ELEV. = 10-0 A.F.F. ` • W/THREADED ROD FOR LEVELING. I-0 I-0 OR METAL STUD I ' I ANCHOR TO STRUCTURE (� ABOVE a 4-0 O.C. W/ THREADED ROD,METAL - STRUCTURE STUDS OR NO. 12 WIRES UNISTRUT, MTL. STUD OR STL. L GYPSUM BD. < , NOTE: DROP a CLG. i j ANCHOR TO STRUCTURE RE:DTL. x rg ABOVE 4-0 O.C. W/ 0 COLUMN ENCLOSURE THREADED ROD OR 0 , BY OTHERS (N.I.C.) « METAL STUD , k SUSPENDED _� o _ e ALTERNATE COLUMN ' - ACOUSTICAL CLG. CONT. CEILING GRID . \ SHAPE w Qo r ' _ _ TREATED z '°� 4 L MOLD SUSPENDED y MOOD BLOCK- v + f 1/2' THICK GYPSUM ACOUSTICAL CLG. ING IN METAL v� ZZLIGHT FIXTURE BY , ® a)` STUD TRACK SECURE TRACKS ®z ELECTRICAL CONTR. �. BOARD TO CEILING GRID V) r L MOLD W + r %2 GYP.BD. W —�� cn V2' THICK GYPSUM x o REFERENCE FLOOR PLANS i BOARD r, FOR GYPSUM BOARD DROPS { ' o . 3 5/8' X 24 GAMETAL w LL ABOVE FINISHED FLOOR (A.F.F.) ° C STUD TRACK STUDS a 16 O.C. T CONTINUOUS F WOOD BLOCKING i ANGLES o ONLY IF DIRECTED BY FIXTURE CO. - - -CROSS S W o . c METAL TRIM NOTES JE WOOD BLOCKING METAL 1. CONDITIONS OF THIS DETAIL VARY, I ONLY IF DIRECTED REFLECTED i BY FIXTURE CO. 45 SEE FIXTURE DWGS. FOR ELOCAT LOCATIONS OF EGGCRATE CLG."S I FOR DIMENSIONS E METAL TRIM 2. MOUNTING ANGLES & EGGCRATE CLG. + SHALL BE FURNISHED & INSTALLED i - BY FIXTURE CO.. 3. FIXTURE CO. SHALL COOR- DINATE LOCATIONS, SIZES, SHAPES, COLUMN + & HEIGHTS OF GYPSUM BD. DROPS, LIGHTS & EGGCRATE CEILING W/ I NOTEt STORE PLANNING MAIN RUNNER OF SEE FLOOR r PLAN FOR HEIGHTS SUSPENDED GRIP &GYPSUM BOARD CEILING DROP 4 IO GYPSUM BOARD CEILING DROP II GYPSUM BOARD CEILING DROP i2 EGGCRATE CEILING IN GYP.BD. DROP I3 CEILING GRID INTERSECTION AT COLUMN 1 ScALE: I'=1-0' '09250.51 ScALE: I'-I`-0° 09250.19 SCALE:1'=I'-O' 09250.20 SCALE: N.T.S. 16990.�1 SCALE: I'=1'-0' 09510.01 3%X20 GA. METAL STUDS 2' ^ a 164 O.C. SECURE TO STRUCTURE ABOVE SHIM�� I'4' — REINFORCED TAPE & GYPSUM FLOAT JOINT FABRICATION —�-- — / 12-6 A.F.F. 3%X20 GA. METAL STUDS W GYP.BD.CLG. & 48' O.C. KNEE BRACE 9� %a SHIM - V 35AX20 GA. METAL STUDS TAPE & _ _ _ a 6 O.C. SECURE TO FLOAT JOINT REINFORCED 1-71/4 1�4 - - - - - - STRUCTURE ABQYE GYPSUM REINFORCED FABRICATION GYPSUM Al - FABRICATION 2%' X 20 GA. 11'-0' A.F.F: J - ye. SHIM 35/aX20 GA. METAL STUDS GYP.BD.CLG. TAPE & FLOAT JOINT MEAL STUDS. SINGLE TUBE a 16. O.C. /2 GYP. BD. CEILING a 16.O.C. %FLOUR. LIGHT REINFORCED CEILING DROP DETAIL F Jr r %2 GYP. BOARD _ GYPSUM I� FABRICATION p ScALE: I%2' = I'- 09290.03 `� FLOUR. LIGHT 6' HIGH PAINTED WOOD FLORESCENT LIGHT 0 �' ®, cc SINGLE TUBE BLOCK BELOW GYPSUM MOLDING c4 - /I; guLL "I RECESSED , N GypsumL9W Q SPOT LIGHTS 4/2 3'/ 9 1-0 T GYP. BD. BEAD 1-0 6' 2' 10' 10-0 A.F.F.~� —35j METAL STUD �/� ♦� LAY -IN CLG. � ~♦ ~+ 2j2 '/2' GYP. BOARD REINFORCED i r 3%®6 O.C. GYPSUM CHANGE OF /2' THICKENED EDGE o � BLOCKING 2%2 10'-0' A.F.F. FABRICATION MATERIAL IF � 87 } REO'D. REINFORCED I LAY -IN CEILING RE: PER GYPSUM GYP. BD. CEILING CEILING PLANS FABRICATION REINFORCED CEILING HEIGHT VARIES `v L � VARIES GYPSUM` RE: FLOOR PLANS 1 FABRIC4110N REINFORCED GYPSUM TAPE t 10-0 -A.F.F. FLOAT&JOINT FABRICATION 43/s i - F LAY IN CLG. 9 0 A.F.F. THIS POINT TO BE GYP.BD.CLG. 9-6 A.F.F. PLACED DIRECTLY 53/S GYP BD CLG ABOVE ASILE LINE x ref CEILING DROP DETAIL CEILING DROP DETAIL CEILING DROP DETAIL CEILING DROP DETAIL GYPSUM MOULDING DETAIL 20 21 yx " I� SCALE: %i = I' - 0' 09290.0E ScALE: I' = I'-0' 09290.04 SCALE: lye' = I'- 0' 09290.05 SCALE: 6' = I'-0° 0929017 ° 17 1 B f,SCALE: I'j2' = I' - O' 09290.02 a kL 6r 1a - j';; � Job No. 90079 �.1 Date APRIL;1993 a:.W w Revisions J Q J a No. Date Z � I$$ik SIELL 5-5-94 � r • r „vJ - Sheef }fAlmR �,� rrzl-, `, i{ � f Z� � {�J2I rt t. jr Drawn by Checked by + + r _ i / ..1 •., t , , .: .., w v, r Yv 71 , , , , r i „ r + r- , i:. ) , • « ; w x h; � 2 r�It 5 6 7 8 9 10 1I 1 j 2 q h _ t£ ,t kn,t�``drlr It�7 .e ftiI R50 AR D E E ATI N C LA-1 L O 1 A-14 rs g A D A C g 4 - CC pp pINT Q CCON �Rp pINT 14 A-14 A-16 A-14 A-14 A-14 CONTROL �WTS Q x ? ' _ S UAL ACES. 4 EOUAPACE�S■ - - - - - - - - - - - - - - - - - - - - - - �• t2 EQUAL ACES. A 14 O ORP - TOP OF CANOPY A.F.S. - 54'-6' (WEST AND NORTH) - ACES. + 0 RQ JQINT Q I FF 77 gEA gg EE NN ED METAL ALL AND SHELL (NIC RbAF BEY AL NO. METAL ROOF LING YOND. j + COPING�SH A ...l w a �N n�� A.F.S. T.O.M.S. ELEV. _ 44'-0' HIGH PARAPET p,� } A.F.S. T.O.M.S. ELEV. = 40'-0' LOW PARAPET p .. OD s ARC SPRING LINE A.F.S.= 33'-6' (WEST AND NOTRH) ,r. EQUIL Lil r + Q. REVEAL , UDS '-I.X 1"'1 I A. 1 i_. Y r , gg HH� S� 8 � g 8 6 CC REr SFIT AO T O.CIGd i + EATCI XO.C.G READS A!L 1 �•11 ECOND FLOOR ELEV. 1T-6' ` NTRANCE NO.2 ' A#AIN R VEAL + R }�I �EYONO ggR �{ COND FLOOR LINE - (I SECOND F - LINE ` _ _ _ A � ; TR : W S: _ .t ' A.F.S. TOP OF CANOPY ELEV- 16'-0 1/ 2' �- - -- - --- - - - - -- 1.A-- .,-,_-- ---- - - - - -— �-r � -- - - --- r �• 'A.F.S. BOTTOM OF CANOPY / SOFFIT ELEV. = 12'-0 1 / 2' 1 - - ', A.F.S. SOFFIT ELEV. - 8'-0 1 / 2' + I rl y •1 f • ❑ TF7, ,.' � YRE S IiRt i V.l • 1 I t :- S: �• ,' FIRST FLOOR ELEV. = 0'-0' -- - _ + 1 2 ^ 1 ENTRANCE N0. I ) — —� w w r w .. - w w w •� -- w w w w �, r, w �+ w w w WEST , , Kf ELEVATION SCALE: % ` N M L K F E D C B A 5 p ETAL A W A I4 A I4 A-14 .� Q�F BY p�TRp� p�TS ! TROL pI Tg 0 A D C C ONTRO pIN7g 0 B • CONTROL JpINTg Q B EQUAL PACES. EQUAL PACES. A-14 A-16 A -IQ A-14 EOUA� PACES. A-14 19 EQUAL SPACES. ppLL g M t ..-w ....----w■.-.w--w,.-- R00� B�Y�NI?. N + � A.F.S. = 58 - - TAL cv TOP OF CANOPY 6 (EAST) A 14 - - - A A E 70P OF CANOPY A.F.S. = 54'-6' (WEST AND NORTH) x �w o . cn r ` + + ROOF LINE BEYOND PREFINISHED METAL ® ° o PC'$t:li�!$tiED METAL R OF LINE BEYOND. 1 ( COPING. A.F.S. T.O.M.S. ELEV. = 44'-0' HIGH PARAPET o J A.F.S. T.O.M.S. ELEV. = 40'-0' LOW PARAPET ! / -, . + O N ! 9 OF LIN BEYO D.cut� o • - --- ------ --- -- - - - - - -- --- ------ --- --- --- TRANCENO3 -- -- --- ------------ -- --- ------ - -- - ---- - - - - -- ---- --- --- --- 1 - ( - - ----- ,-- -- �- - -- -- - -- - -- - - -- -- O o� o ARC SPRING LINE A.F.S. 33' WEST AND NORTH) Y0� ❑ — • 41"0 - ❑ � oM � 1 ' , 1 I ❑ •• I � 1 P� KJ NI YP M �UDS AT 16 XO�C. � � '-0' HI SIGN � AETAI 21jA 5 RE. SHE A-20y� pg RE L to4 b� AT-I'XO.C.G� SECOND FLOOR ELEV. = 17'-6' IV' ' ❑ 1 ,,' C 66 CCEE EEEL E I I + CCHEEVRR N RA E tt REA�ETAI 2�/V�-AI5 BOND. : + - - --- - - -- I'- ------- - ---- - ------ -_BAY R�RIJCT�(?5•----------------------- - - ---- - - - - -- - - - - -- - -- ECOND FL OR LINE I - -t A.F.S. TOP OF CANOPY ELEV.=l6'-0 I/ 2'---- - - - - -- -- ---- ------------- ------------- ------ ------ - --- - - CC RRQQ gg CCEE TTHH-SS- - ) - - - - - r -0 1/ 2• I 5 27 BAVREs4ST UCT. DWGS. I r I I i - 5 A.F.S. BOTTOM OF CANOPY / SOFFIT ELEV. 0 ! 27 + I r I A 15 A -II 2 A.F.S. SOFFIT ELEV. = 8'-0 I ❑ 5 I ❑ • • + I 8 8 ❑ I+ A -II, FIRST FLA: OOR ELEV. = O'-0' , ENTRANCE N0.2 ------------------..w--®_ E EN _ELEVATION- SCALEtYr.NORTH SH�ET ARMED ELEVATION , , i ` a 9 8 7 6 5 Lu 4 3 2 I lO P , �, � iy 'fit � .� f� "1 ,• '`` : ,.; .. ' / w � - s - - - - - - - - - ® - s - - - - s - r €, - y D E r r J K -14 1 A-14 A-18 A-14 ! r A-14 A-14 z +-• A 14 A pI F T gE M p� 4CONTRAL PAC ,� 0 ROL NT Q RAF BEYU D.ETAL —� TRANCE N0.2 5 a� BEYOND. cc NT Jp� g LL 8 EQUAL SPACES. Oo _ _ ONTROL INT a ONTROL INT W ! ! EOU • TOP. OF, CANOPY A.F.S. - 58'-6 " (EAST) C o 5 x� 12 EQUAL RACES. J , EQUAL � AC S ! sg r } f I + OPWGISH D METAL , .. MLL ALL D SHELL E (N.I.C.) COPFINISHED METAL I + > ` ROOF LINE YOND. AN HEL ING / E kk - F.S.T.O.M,S. ELEV. - 44`-0' HIGH ,PARAPET / ! I A.F.S. T.O.M.S; ELEV. _ 40'-0 LOW PARAPET I .g ON GYPg M g A NT R V AL -ROOF LINE EYOND , g c E p� TLlil +ER C X I$ G RE: AILI/ -15 ! ! RE DAI 2/lF 1 V �t A 1 ' O.0 + ! O0 ARC SPRING LINE A.F.S.= 37'-6' (EAST) 3 ■ ,• ., G gg 41- LIMP UAL ❑ A II A -II A -II LIJ 27 '� I I! `�_ 'I HI ONGyER C X I GA. RE SHET A-20 HIGH SCREEN WALL A 16 O.C. 24/A-!0 5AV NSTRUCT DEG$ 1 I 27 3 1 ❑ yt 1 F, '?'r SECOND FLOOR ELEV.= 17`-6' --- -- -- ------------------------------- z tWALL tl ! 1 fr z gg "H,AH SCREEN WALL REsD24/A-10 1 ENTRANCE NO. 3 + r '} S5kET A 1. (SIM.) ; R LAR ED NATION atrZ,� •:, r rr 1 y 1-------------------------------------------------- - - ------ Y: > FIRST FLOOR ELEV 0'-0' T ELEVATION . r SCALE• % kt H J K L M N I A B C D E F G T f.. ----\ FFLL MM �� HOLD ( G H R00� Y&eETAL A-14 A-14 NTR L J INTS a ONTROL INT Q ONTROL NT Cp p A-14 44 EO AL SPACES. A-14 CC JJ Sg cc a g FATT BgEEAMM ETAL E 5 EQUAL S�ACES. 5 EQUAL PACES. h> TOP OF CANOPY A.F.S. = 54'-6 (WEST AND NORTH) ROF . BEYON 8 YONDCE N0.2 ED METAL :. PR FI ISHE METAL. - - _ ISH E ., r Ck I� ., ,. 1'-':�., tt,� ,:. } ,Yd.� '�'-i'yf'.�;• x :'�.�•,R!-_1a. .;�:'„�63c '�ti:!f�.d rzua�t':. yu25i>ti ,i.e',a,;;11+..3-.: ,"�h PO�INV. C01"ING. ->k: '1��r3r+ "+a:�* - ., — W M V = 44' 0' HIGH PARAPET A.F.S. T.O.M.S. ELEV. � - -- ------------- - ---- - ---- -- ---- - ---- ----- ----- f'%. , ---- - - _ --• --- ... .. - --, -, I--,"77 -, -, I-, I-, ,--, =, -,'I -, -; -, I-,-, I- I •5 I I -1` i- -T1- ,;: -- ------ -- ---- ------ -------------------- ------ ----- - - - - - -- -- -- -- -- - I- -- -- -I - --, =; I--, 1 I I 1 I I I I 1 1 I I I I I I 1 I 1 NO• - f.I-_----- ----- -- - - - -- - - -- ---, ,-, 1-; -, -,-iI�;F-I , I - - -- - -- - --, I-, I 1- 1--, _- �_..... I I {.i'.. - a:^.f" , ,.:' :, ,,. I I I I_ I 1 1 I I I 1 1 I I 1 1 I I I I I I 1 1 I I I I 1 1 I I 1 I I I 1 I I 1 1 1 I I,ENTRANCE 3 '. ._ < __ I 1 I 1 I 1 1 1 I lB 1 1 I / I I I I I _r ' -..:. a-,. .....-.-...:.._ :=:: i,_: , I I a•,, I I 1 1 I I I I I_ I I 1 1 1 I I 1 1 1 1 1 I 1 1 1 I I I I ''1 I I I I 1 1 1 1 I I I 1 I I I I I I I I 1 1 I I I I I 1 1 1 1 1 I I I I 1 1 I I OQF LINE BEYOND. BEYOND. - . : .._ W PARR I - j'-T r 1�{fi��• -, __1 ., y�-.�f- 1 1 I I - . t.. :.�:VX. ,' ELEV, 400 LO E I 1 1 1 I I I I 1 1 I I 1- �,yj -; -_ I I I I I I I I.,1;. 1, I 1 1 I I I I ,. I- 1 �. _ 1 .1 I 1 1 1 1 I I 1 1 I I I I I I A.F.S. T.O.M.S.L ,R 1 I 1 1 1 1 I I 1 I I I I .. ?� _.. ..:• -+. - .. __,. ., � -�,:- -: -,.- ,. .... yy 10*ts aAI rJ I 1 1 I 1 11 I I I I ; I la•l.w, .! 1 ..i �-. 1 0 0 � 1 I I• 1 I 1 I I I 1 1 1 1 I l 1 1 1 1 1 1 1 1 : _. .. -- - ., ._, _. . _ . _. ,. ,- I J a..,' " : �"' - ..... r l��_ Y+i.^aM �}' � '• >_ r? i..(�.�"; `' •' 1J. 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I _ I-f _ I 1� _ F-1 _ HI i- 1_I 'FI __ __ ,• R{ 5I , , '-�Y `•". r"�-:::.r .. n' -' �'•- �_ �� '- -: �- - � 1 I I 11 1 1 1.1 I I 1 1 I t I I I I I 1 1 1 I I I I I I 1 1 I I 1 1 I I I I 1 1. 11 1 1 I I I I 1 1 1 1 1 1� (1 i 7� U • �7 i1. 1. 1 I 1 I 11 � I f I -I I--1 -I-f -I-1 -1� -1 1-+I-1-1 -1� �- , 1 1 1 I 1 I 1 1 I I 1 - + I- + 1- + I- + 1- + t- + 1- 1- -L + 1- � F + -4 _ _ _ _ _ • ■ - - - - - - F-1-I !- 1-I- f-I- :-1- ILI- 4-I- i-I- }-,_I + 1-I :__- :-- - - - -- - -- -- - - .:} _ _ - - - - - -1 - I-1 -1 ?- H H I -I ,-r t-1 1-I . _., ,_� I_•, ,__- ,__� ,___ •__- ,__� .__- ._- ,_ :__� y - -- - _ -- - - ' S=' p 1 / 1 .__- ,__� .___. ,_ �- ,__.. •__� :_� ,_� .__� :__� ,__� .__� .__- .__� ._� •_- •__� :_ J .z. n,.. r. ,' •. - - _ - : .. A.F.S. TO[OF...CANOPY ELEV. 16 Q 2 � •_-- ,_ � .__.. ,__� :__� _� :__� r_� , ._ -- . -- -- _ -_ _- _- _- - - - -- -- -- -- 1--, 1-, I-, -, �--; I--rl �1- ; �- ; � -; � -7,-I, 1, 1, 1 I I 1 1 1 1 11 11 11 1. 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I 1 1 1 I I I I I I I I I I I _ - FIRST. FLOOR ELEV. O 0 I 1 ,- _.,., , ,... » ,., • , ,. .:: r... - .-:: .. .- ... .. .. - I I-1 I 1— I— L I— L L 1 — ! L LI— — L — L � L � L — — � L J — L'r_. — — — 1 1 1 1 1 I I I I I I I I I I 11; 1 1 I I 1 1 I I I I 1 1 I I 1 1 1 1 1 I I I I I I I I I I I I 1 1 1 I I I I I I 1 1 i , : Sheet SOUTH- ELEVATIO&N i - V _ Y e e _ -. A i _'1r-0. S < Epp , SC L , R {. ... ., .. <• �. .2:- C., -pry Of 20 �. .,...1 is ,; .. .- �; ..,•.+- s "_.i _...., t ,.. ,. r .._ .. ..._.., , .. ..:.. :" -.. - - ` .. Y n F .:- ;, .;.,,. by hecked y C f : : r — S," „ .- N. ay*{. ,?l � ,r v}'i::✓.n. rr. .k.. A :,.yC,. , .7'� ,„.- A r,.:,,: rt e < ..,, ..,: - -_- - - :.s_ti vifi:. „../ ., .. .z. ••e., .rf,.x<.,Y., w tY f •r;.� �T sl.,r... .< ..:.. - . - r , , r J i sr - r 1� r 4.,,•.+� „ . :.,.. he. + { y a..xy_,� -..,• .,:. ._, .3 ,, ., :,, ,:-. , ....,...: , ' ,;. .. .. ,. ,. COL• -. COL• {10 r .. ,> � . , „ . ,. .: , .. a . ,'. • - , , , ,E ., • ::, , . _ . , r .. - . VARIES , REs PLAN 3 9�/ I 3 2 5 a. . ,• - _ it I 1 , A46A- I _ T.O.M.S. E EV 44- A.F.S.T.0>1~i.S. EL V. = 44 0 A.F.S. T,O.M.S. T My = 44-0 A.F.S. ' A. A 15 15 .:, 44-0 A.F.S. - .. p` E R CONT. NEOPRENE CLOSURES, ' -CONT. NEOPRENE CLOSURES, CONT. NE CLOSURES, CONT. �fEOPRENE CLOSURES, 1. COL. ' AT TOP AND `BOTTOM I AT TOP AND BOTTOM n AT TOP AND BOTTOM I " AT TOP AND BOTTOM CONT. NEOPRENE CLOSURES. 4 ;x CLOSURES, AT TOP D BOTTOM ,,+'' A-15 A 15 I AT U /a 20 < ,�cz :.> c. HAT SECT: 2-0 O.C. HAT SECT, 2-0 O.C. HAT ECT: 2 0 O.C. HAT SECT. 2-0 O.C. A-15 AO' A.F.S.' . A F S T. O ELEV = 40-0 A F S HAT SECT. 2-0 O.C. r$. ,;f ,,.: •Sr F►. .. 0.. _ . ■ . • .M.S. ... HAT SECT. 2-0 O.C. T .� ,tip,,. .xa.-. ,G f-'",. ...y ,. ,.. .. 3 .. - .. - „. ... _ . _. :' t♦ I . •. 1 ft ., METAL CLOSURE PANEL METAL CLOSURE PANEL META CLOSURE PANEL METAL CLOSURE PANEL IMALL ROOF & PARAPET METAL CLOSURE PANEL N.I.C. ,I I �,, •,,. :,<Fw „ ,.,: y , _ . , " METAL CLOSURE PANEL " I I •.;; ,' :; �. # , " <'; .- ° ` r,. ;'" . CONT.,METAL: FLASHING CONT. METAL' FLASHING CONT METAL FLASHING I CONT. METAL FLASHING VimYL f, - — — CONT. METAL FLASHING "+ III 8 8 A. A-15 f CONT. METAL FLASHING v, 1 x r{ A-K ROOF SYSTEM ROOF SYSTEM VERIFY MALL ROOF LOCATION r A 15 A I YST Y i RO F SYS ROOF SYSTEM _ ON METAL DECK 5 r = ON METAL DECK Ji ROOFSYSTEM EM ROOF S STEM 0 TEM 'I ON METAL DECK ON META! DECK ON METAL DECK ON METAL DECK f CONT. BOND BEAM , fir" I - _ JL > r, CONT. HORIZONTAL BRIDGING 8 ' BR BRIDGING HORIZONTAL 4T OL O.C. 22 i0 of f I I I • AT 4 0 O.C. I I A-10 :f • A15 : STRUCTURAL I E.I. & F.S. ON 2' I E.I. & F.S. ON 2. RE TUR DRAWINGS EJ. & F.S.:ON /2 ON p' ( E.I. & F.S. ON %2' I I - I E.I. & F.S. 1 GYP. T 1 REt STRUCTURAL DRAWINGS A- 5 {yt fft r^' GYP. SHEATHII`tG' ON G SHEATHING ON CYP. SHEATHIN ON GYP. SHEATHIN ON GYP. SHEATHING ON -C8 .X. IB GA (COLD ROLLED I C8 X 18 GA (COLD ROLLED I C8 X 18 GA (COLD ROLLED I C8 X 18 GA (COLD ROLLED I C8 X IS GA (COLD ROLLED' ' r mETAL-;STUDS) Q` 16. O.C. 1 METAL STUDS) 0 16' O.C. 1 METAL STUDS) W 16' O.C. 1 METAL STUDS) 0 I6. O.C. METAL STUDS) Q 16' O.C. (o54ro� — (054.10) I (054.10) I (054.10) I (054,10) 1 , BOARD22V24 GYP. A-15 A-15 n I V e GYP. BOARD J- f f _ BLANKET INSULATION I BLANKET INSULATION I Jh I I •, I I I I 1 36 A-15 I A-15 A-15 I I A-15 SIM ..r UPPER LEVEL n UPPER LEVEL UPPER LEVEL I UPPER LEVEL UPPER LEVEL I UPPER LEVEL I 0 P VVFINISH SLAB - 17-6 A.F.S. FISH SLAB - (7-6 A.F.S. FtPISH SLAB- 17-6 •F.S. FINISH SLAB - A.F♦S. _ - B - 17- { I7-6 A.F.S. f 17-6 A.F.S. • ' CONT. BOND BEAM 1 r - : RENS7RUCTURA� DRWG A 10 RE: STRUCTURAL DRAWINGS en REs STRUCTURAL DRAWINGS I RE: STRUCTURAL DRAWINGS I I REs STRUCTURAL DRAWINGS I RE: STRUCTURAL DRAWINGS I 1-- A�(THORIZONTAL BRIDGING • CONT_HORI�ONTAL BRACING AONT_HORICONTAL BRIDGING REs STRUCTURAL DRAWINGS f _ 4 0.00. ( AT400 I 400 V2' GYP. BOARD V2' GYP. BOARD V2' GYP. ARD a' 'o I I E.I.F.S. ON C.M.U. I v BEYOND MALL WALLS v +- -(D L v n I 11-6 11-6 i s { I I I I CONT. PROTECTION BOARD CONT. PROTECTION BOARD I I I ®- o °C ��� CONT. WATERPROOFING v °F I CONT. WATERPROOFING MEMBRA I MEMBRANE I 12 ' C.M.U. WITH HORZ. I I 16 O C REINFORCING. AT C' c a CONCRETE RETAINING WALL CONCRETE RETAINING WALL VERTICALLY AND WITH I I I RUSTRUCTURAL DRAWINGS I RE:STRUCTURAL DRAWINGS ---.,, I REINFORCED CONC. BLANKET INSULATION BLANKET INSULATION BLANKET INSULATION PILASTERS -RE :PLAN I i I I I I �o 36 36 I 36 - , A A-15 I A-15 I ; ti A-15 I I I LOWER LEYEL LOWER LEVEL LOWER LEVEL LOWER LEVEL LOWER LEVEL - I LOWER LEVEL = - FINISH SLAB = -0 = ' FINIS LAB n 0 0 FINISH SLAB n 0-0 FINISH SLAB 0-0 FINISH- SLAB 0 0 FINI B 0 H S Q S SLAB 0 CONT. PERFORATED DRAIN PIPE CONT. PERFORATED DRAIN PIPE . �. ADRAWINGSR : STR T RA RAWIN S SLOPE A5 INDICATED ON TDP-I REI STRUCTURAL DRAWINGS SLOPE AS INDICATED ON TDP-I RE: STRUCTURAL DRAWINGS R :STRUCTURAL DRAWINGS ' REs STRUCTURAL DRAWINGS RE. STRUCTURAL E UC U L D G R STRUCTURAL DRAWINGS ,, _ NOTE s REFERENCE BUILDING ^ELEVATIONS NOTE :REFERENCE BUILDING ELEVATIONS EIS C RAL DR GS r RE: STRUCTURAL DRAWINGS r �, T' - . , FOR ACCENT.REVEAL LOCATION FOR ACCENT REYEAL LOCATION NOTE s REFERENCE BUILDINGELEVATIONS NOTE I REFERENCE BUILDING ELEVATIONS �r� FOR ACCENT REVEAL LOCATION FOR ACCENT REVEAL LOCATION SECTION AT METAL STUD WALL SECTION AT METAL STUD WALL SECTION AT METAL STUD WALL E�5ECTION �0� METAL STUDRETAINING WALL SECTION AT METAL STUD/RETAINING WALL F SECTION AT CONC.MASONRY UNIT WALL ALE: /q' = 1'-0■SCALE:/4' = I-0SCALE:1/4* = 1'-0' SCALE:/q' =ISCALEI 1/4' = 1'-0' SCALE: %4' = 1'-0 ^, 1 fYY • A)tY?f' '�` "'pj',.-fir 10 3 I-5 ' 3 I-5 ' A-15 CONT. NEOPRENE CLOSURES, I I 3 I-5 A-15 A -IS' i_I I AT TOP ANO BOTTOM A-15 I-5%' A-15 CONT. NEOPRENE CLOSURES, CLOSURES, CONT. �r AT TOP AND BOTTOM AT TOP AND BOTTOM ' T.O.M.S. ELEV. = 44-0 ,A.F.S. I T.O.M.S. ELEV. = 44-0 A.F.S. T.O.M.S. ELEV. 4A-0 A.F.S.• , , � I � T.O,M.S. ELEV. = 44-0 A.F.S. � T.O.M. ELEV.= 44-0 A.F.S.AFS HAT SECT. 2-0 O.C. .. _ CONT. NEOPRENE CLOSURES, - HAT SECT.2-0 O.C. HAT SECT.2uj -0 O.C. I i AT TOP AND BOTTOM I ' CONT. NEOPRENE CLOSURES. " 20 METAL CLOSURE PANEL ( METAL CLOSURE PANEL SIM. HAT SECT.2-0 O.C. I AT TOP AND BOTTOM L — I - - A15 , 12' CONCRETE BLOCK UNITS I METAL CLOSURE PANEL EXTERIOR INSULATION AND HAT SECT.. 2-0 O.C. WITH HORZ: REINFORCING IN I I I FINISH SYSTEM ON JOINTS. AT 161,0.C. VERT. - I uj 2' CONC. BLOCK AND WITH VERTICALLY i I METAL CLOSURE PANEL CONT.METAL FLASHING METAL CL.QSURE PANEL REINFORCED 'PILASTERS RE: PLAN I i CONT. METAL FLASHING ' I 8 27 ROOF SYSTEM ' MALL ROOF & PARAPET I CONT. METAL FLASHING I CONT. METAL FLASHING CONT. METAL FLASHING A-15 A-10 I 22 ON METAL DECK " 3t N.LC. I A-10 ROOF SYSTEM ROOF SYSTEM U. SYSTEM ON MTL. DECK I ROOF SYSTEM ON MTL. DECK SIM I ON METAL DECK I ON METAL DECK ' a s IO 10 CBP. SHEATHING 8 GA(COLDN ROLLED 10 � G �I ,1 CONT. HORIZONTAL BRIDGING 21 - ' A-15 SIM METAL STUDS) � 16 O.C. - • A-15 A-� (054.10) AT 4-0 D.C. I 8 A_10 1 RE: STRUCT. RE: STRUCT. A-15LL 19 E.I. & F.S. ON 1/2' ?2 22 CONT. N AM A-10 I A-10 I I CO . BOND BE GYP. SHEATHINON I A-� CS X 18 GA (COLD ROLLED I I • ` I I B.O.M.S. EL. = 12-0 A.F.S. I METAL STUDS) 0 16 O.C. i 054.10 } 7 17 x A-15 A-15 I 22 rf BEYOND '-` T.O.MO EL. - 8-0 A.F.S. I I A J fitr I I EXTERIOR FINISH SYSTEM I I r ON 12' C.M.U. 1 EXTERIOR INSULATION AND------" A-Y BLANKET INSULATION II ti I I I-- t� I 2NCONCISH YBLOCK STEM ON DOCK PLATE REs I 29 DE / - + .I 26 Sim. A-15 o TAIL 2 A II A-15 I 36 Sim fr _ --,.r UPPER LEYEL UPPER LEVEL UPPER LEVEL ter\ UPPER LEVEL UPPER LEVEL _ FINISH SLAB - 17-6 A.F.S. 17-6 A.F.S. FINISH SLAB - 17:r6 ` A.F.S. FINISH SLAB = I7-6 A... FINISH SLAB = I7-6 A.F.S. A , s CONT. BOND BEAM CATCH BASIN RE: STRUCTURAL DWGS.x rKi STRUCTURAL DRAWINGS Es STRUCTURAL DRAWINGS : TAILS 9 AND 10 /A-10 21 I RE: STRUCTURAL DRAWINGS R R DE REs STRUCTURAL DRAWINGS RE: STRUCTURAL DRAWINGSEXTERI I ; _ c i .• ; $ r. FNSHISYSTEMLONON AND;. 12' CONC. BLOCK .. a 1 < Job No. 90079: COT PROTECTION BOARD " N I N A SECTION AT TRUCK DOCK/RECEIVING ARIA Date APRiL,1993 i CONT. WATERPROOFING MEMBRAN 12 ' C.M.U. WITH HORZ. ReV1510I1S SCALE:./4 I'-0 taa w.w w. CONCRETE RETAINING WALL i VERTICALLY ANDWITHNO, t . ; ? z RE:STRUCTURAL DRAWINGS - I Date ; ? , , NC ISSUE SHELL 5-04 v , PILASTERS RE : PLAN 2 REVISED 7-Z$ 94 , r r o , {, s 29 ' I A-10 I yf d 1 LOWER LEYEL W V LO ER LE EL FINISH A = 0-0 FINISH = - ;. F S SLAB 0 0 H S SLAB 0 1+.J.`I P CONT. PERFORATED DRAIN PIE RE. STRUCTURAL DRAWINGS SLOPE AS INDICATED ON TOP R TR RA DRAWINGS _ EIS u L D GS — — Sheet ,... C :✓.-. r. ...,u,i:..s ..' „s ,. {_, .. .-., .. .. - : - �r.x. *lam` a - ,..,, :. -. _ RE: STRUCTURAL D GS yr . ,ter C U R S _ - WIN SECTION T N MASONRY IT RY' IT SEC ON A CONC. MA50N UN WALL �. �� _ �:� ,, ,;�Y ,::-.r_z�r �� �' • r "SEC:TION •AT:.CONC MASON UN WALL �,. . „G... „ . SECTION AT METAL STUD/RETAINING WALL 1 . _ fCAL _ . - SCALE - I 0 A CL , > 1 1 Of KYPAN D a by E L a x :. a .,..'-'f. _._ .... .:: , a . .r :...,, / c • = ..:r _. ,.... ,. - . t . r , Check y, .. rt ... • ....: .: n. _ ... � .Y. _. � .. H _ ,. a i. ;4.... ..a :..t.. "... .:-.. : : _. ". .' - .. .,+,.,..- .... ,.. .a .v. ,. .. ''•, ar ,. .. _. , , ..., s ,.,... e.. .,_-,... a _..., . .. _ j j j I I j I I I I I I R I ti� . CTIONS, -SCREWS- AqE,-OF 'C-M-U- PREFIN �HED'M L. DRAIN RE: MECH. AT, 1,�!, ED'� PREFINI'4,'AEI5' 5gq RE%`WALL SE DED; Z IWL gq"T PREFINISHED' METAL EADED F' 16. 8 JBUGLE�-H F ,,�COPI 0 -'OVER REt WALL,,'$ECT ON N A ING'OVER 20 COPING -OVER 20;MIL' On, ­O.csucGER T ST M.'WALL - 1-1 ", - * ,, �;, , - - wALL'.FLASHING 'OVEk PW�SPACER 7 FLA' WOVER' cop SH LID LL FLASHING 4* CDX-PLY1 FACE ,OF, ST OD ON COVE SLOPEII-IREATED Z�R4, 11 . I � T.O.M. REs E EV. 'OVER.SLOPED BOTTOM OF ERj­ No' FRAMING "WOOD N#IL 'WOOD ATED�WOOD'T TREATED, LOPED TRE R , COPING�, MLERS,ANCHO -'.,,AKHoR COPING W/ DINIT. CLIP, -STRIPS- NAILER. ANCHOR W/cONT., CLIP STRIPS CONT. NEOPRENE COPING W/ CON BOTH SIDE (TYI 7�3 CI - .1 7., , . , .1., ­-?z - I l-,� � , I 4"SL9PE '.71ELEVii T. CLOSURES.TYP. CLIP M AT TOP AND BOTTO -V 171-7 7 14 tONTi NEOPRENE ` I M�p Mom NEOPRENE. CLOSURES, TYP. FURRING CHANNELS RUNNER.JR .CLOSURES, TYP. x BOL T g -AT TOP AND BOTTOM S-0 4�V O-C- MINIMUM 2-0 O.C. - - - - - T- --�,,--COMROLLE 'METAL--­­ !�� �'- * .' ' , -COUNTER-SINK-, & -PROVIDE 3Y FLASHM BY N UT AND WA 0 BOND BEAM. A jOP­A"D:.BOTTOM W FUIR]RING CHANNELS CTOR FLLW/ CONIC.' MALL CONTP -0 O.C. MINIMUM 2 CONT. 14 GA. - - - - - - REINFORCE W/ 2 X 2 STEEL, HORIZONTAL Rpf . �Q I$' O.C. 2 fs's EXTERIOR INSULAT ANGLES METAL, --PANEL & FINISH SYSTEM EJ.F.S. -METAL PANEL ..ON COLD ROLLED SHEA HING TAL PAWL COLUMN COLLAR METAL STUDS AT 166' O.C. OVERLAPPED BACK TO BACK w C M U BIRD SCREEN ,1,94 v COP'INr, A COPING AT. E.I.F.So PARAPET 2 ERFLOW DRAIN a SOFFIT CALE. I!,:=J-�0 07600.48 SCALEs r 1-0 07600.58 SCALE: r 1-0 OT600.066 OV T C. M. U.- WALL SCALE.-T- 70 SCALE. 1- 1-0 SCALE: r 1-0 SCALE: 3' 1'-0 OT240.16 METAL L SECTI REs WALL SECT ONS REs WALL StCTION�- OLLEI METAL PANEL METAL PANEL PANEL -7 �`,STUDS,,Q 16`0 C %' FURRING CHANNELS COLD ROLLED METAL CONT. NEOPRENE CONT. NEOPRENE FACE FACE STUD FACE OF C. U F I UDS AT 160 O.C. CLOSURES,TYP. at- , �WM;-A$ tEOD.�61)5410) too" 2-0 CLOSURES,TYP. OVERLAPPED BACK TO TOP AND BOTTOM 12, CMU W/ TYPICAL METAL CONT. NEOPREJiE AT TOP AND BOTTOM COPING BACK HORIZONTAL REIN. 1:::�, FURRING CHANNELS ON AT W 0. C. CLOSURES.Typ. IY2 E.I.F.S. ON Y2' GYP. SHEATHING 1-0% AT TOP AND BOTTOM -0 O.C. CONT.NEOPRENE X GYPSUM mmmum 2 A 40 CLOSURES,TYP. MTL.: COUN[T ER E.I.F.S. X AN ION*'J EXPANSION JT. COVER T. COVER MTL. STUDS AT 161 O.C. AT TOP AND BOTTOM E.F.LS. BASE FLASHING BASE FLASHING FLASHING 10%1 -TRII PLYWOOD COLD ROLLED METAL ­�-T.S. 3X3X1/4 AT PLYWOOD T PLYWOOD I I , - ENIJ OF WALL ON V24 GYP. SHEATH14G -ATED VZ! COX (2) TREATED Y42 CDX (2) TREATED -Y44 CDX EXPANSION JOINT STUDS a 164 O.C. LONG- --4'CANT STRIP --4' CANT (05410) QX�.'WdA� STRIP i. COLD z C8XI8 G 4 ROLLED MTL. fTD. COVER (RE: TDP-R) a, EACH -STUD.. -BASE FLASHING -ROOF SYSTEM -ROOF SYSTEM - COL -4'CANT STRIP ON INSULATION TREATED WOOD BLOCKING ON INSULATION 0. EXTERIOR INSULATION BASE FLASHING ON MTL,.DECK MTL.DECK �Lu ,ANGLE- I > THICKNESS TO MATCH GYP. BD. 3' HINGE (3) AND FINISH SYSTEM SP RE:SPECS ON V2 L2X2.14 GA., Y LONG RE. ECS ROOF INSULATION PER DOOR 41CANT _*GYPSUM a EACH STW-----_ SHEATHING a T.O.S. EL. VARIES METAL PANEL ,j STRIP PLYWD TREATED WD BLOCKING .:TREATED WOOD BLOCKING THICKNESS TO MATCH THICKNESS TO MATCH DOOR ROOF INSULATION ROOF INSULATION REsSTRUCT DWGS. Y,, *CONTROL JOINT SKIM COAT OF FINISH SYSTEM FOR FRAMING Ys' ANGLE FOR BOLT LATCH ROOF SYSTEM -TO CONCRETE ON CONCRETE RE: STRUCTURAL IN Ys-STEEL PLATE TOP A14D ON INSULATION �FOOF­ SUPPORT 17-6 A.F.S. E.I.F.S. PARAPET BOTTOM FOR E J OVER MALL ENTRY (DILLARD'S SIDE) EA.DOOR ON METAL DECK FURRING CHANNELS ASHING AT C M U ARAPET CONTROL- JOINT IN RETAINING WALL 0 2-0 O.C. ROOF FL r k - : " -- I ? PAINT'LIGHT COVE 07600.50 MINIMUM 10 INT. WALLS WHITE - SCALEs r 1-0 RE:ELEC. SCALE, r i-o 121 X 12' GL. BLOCK- DWG'S. .07600.63 07600.51, 0 7 SCALEi FULL SIZE 2! LATERAL SUPPORT PLYWD COLD ROLLED METAL SET IN MORTAR COL61 ROLLED", STUDS a 166 O.0 Yzx GYP. BD. META C`�STUDS.',Q­,- RUNNER TF ZACK. WI H 3%1 MTL. STD DIA. TOG GYP. BOARD Y GLE BL! TYPICAL ROOF AS RE IRE AN C U .V OU 32' D.C. INTO FLASHING F.S. ON - - - - L2X2.14 GA.3aLONG GYP.B 10 'AEATHING TREATED WOOD BLOCKING THICKNESS TO MATCH 7771111111 -------------------------- �!J111111111111T SPECOND FL. FIN. ROOF INSULATION &,,,,B `,ST a EACH METAL STUD w SLAB ELEV�. CONT.EDGE ANGLE x �`WV',GYPSU4­�` -6BOT, OF ­SHEA Li 77777� VSOFFIT ELE v -INI$ULA I N' !"-tLANKET, Tb VARIES v WOOD IBLOCKI RE:STRUCT.DWGS. OR ALUMVENT'SCREED ;���XxxxzLxXxy"x2L��� FOR FRAMING WED) NQTF CON 00ORS 0 FIRE--�STOP'. ik'FLOORLINt E.LF.S. A �,ZMETAL­-,STUDS. PROVIDE'�', 3% L3X3X1/4 OPTION, TO,',,USE �CQNTINIUOUS L2 6 I -VI 11%8 C.M.U. L3X3X1/4 (4 REO'D) BRACE C\j �V'STUD,��--SPLI E,-v',E.I,F.& STIUD­ WALL JOISTS (D c . �SO F F �IT �AT T �RU C �KD 0 �CK Q� �AS F �KL I �GH T�C 0 V �E R FLASHING AT TRUCK DOCK L 00' 05410.12 Z SC - 14 c N 1 0 IV2. !L ���042�7001 ALEi _0 I � SCALE �r- 1-0 S"SC�ALEI ��072�4020 SCALEi V 1-0 @iCALE 0 SCALE: Y44 1-0 07240.38 0 M c 'SEE TYPICAL 0 WALL SECTIONS DILLARDS 0 ;r EXTERIOR INSULATION FLASHING BY F-I F S ­­ STUDS a 48, O.C. T.O.M.= 144-0 AND FINSH SYSTEM W C. --ON GYPSUM (05410) ;j 0 0 COLD 7.7 REi ELEV'S. FOR TOP OF REVEAL YPARAPET= 143-5'/2 ING �105410) -42'BOND BEAM, 4A AT 4-0 O.C.TYPICAL---. ING STUDS a 16*0.C. 12 Y4 HORIZONTAL BRIDG FILL W/ CONC. u w x REINFORCE W/ TACK WELD 2 96'S > ,2, EA.SIDE I' eXPANSION EV `,$�QfFtIT JOINT L �- Y23 GYP. 86. ROUTED DRIP I- -2 v 3/4'ROUTED REVEAL R NTAL EIRIDGIN 19 G �,,,R OUT ED,.,'' DRIP AT,�,, LI.F.S. OVERHANG A�SION IOIN.TAT EI.LOCK WALL �AT OTMAL @A 4E� EVEAL DETAIL 0 "0 T.s SC XP L' CC SCALEo N. 05410.11 �'ALE: 0 07240.10 11 _0 Too LSCALE 12 SCALE. _I _O� 07240.17 SCALE: r 1--0 12'CONC.BLOCK W/ HORIZONTAL REINF. 16' 0 0C. 16, O.C. E.I.F.S. 77 1 Ap% REiSTRUCT.DWOS. 4.0 FOR FOUNDATION SHED FIRST FLOOR FINI Y24 GYP. SHEATHING --------------- Lj lu TIMM EXTERIOR INSULATION 40 AND FINISH SYSTEM SLAB ELEV.=O'-Oo A 12' BASE BLOCK TI ILL n, f ROUTED 'V'JOINT A CONTROL JOINT IN EXTERIOR LL NS "AND FINISH SYSTEM &±A E AT EXTERIOR W A ­LL S SC SC IY2 1-0 r= 1_0 ALE. ALE 07240.12 m % E.I.F.S. GYP. SHEATHING ON V2 V20 ElF.S. E.I.F.S. um ON V2, GYP. SHEATHING AP 12' C AV ONC.BLOCK W/HORIZONTAL COL R NF. 6 16' O.C. S EI AT 16' O.C. uj j F RING CHANNELS 40 BACKER ROD x 7." A Ric 7 COLD III FURRING CHANNELS 4f 3LLE=D METAL STUDS AT Iro'O.C.. t1vIU/1vITL. STUD INTERSECTION PARAPET CIVIUMETAL STUD TRANSITION PARAPET -0 ALE.-J' 1-0.', 28 30, 'Sc 07240.21 SCALE: r 1-0 04220,39 SCALE: IV2' r-O' SCALEt 11' 1 04220.38 V", NOTE:DEPTH OF,DRAIN VARIES AS REOUIRED FOR SLOPE AND/OR INTERCEPTION OF LATERALS TO TREE REi STRU. DWG'S. L EE EXCAVATION. VERIFY W/ LANDACAPEING METAL-$' rUDt -i 160 0 C a, REs MECH. E DRAIN PAINT LIGHT COVE 4:,l DRAWINGS A REaSIDEWALK PLAN FOR LOCATION INT. WALLS WHITE f AND SLOP REOUIREMANTS %,EXTEIRJIOR 'INSUL. E -4�14AND. FINIIS� T N�, :v- r�-p 'SYS EM E.1 F S ON Y,, GYP. BD. SHEArHING -DRIP TYP. J.I.F.S.ON I LAYER OF V2 Ye'GYPSUM SHEATHING Y4' ALUW AN G'LE,1AT FIN. FLOOR OT OM-& SIDES Wk 8 T jkTOP OF COVE COLD ROLLED METAL RUN VINYL UP STUDS a IWO.C. 7 �iPIANO.JYPE HINGE 33-6 A.F.S. 90079 BLANKET INSULATION Job No. AT,;ALM'DOOR '(05410) BEHIND FINISH A 1/4' EXPANSION MATERIAL Date APRI 1993 RUNNER WITH SEALANT LINE OF SPREAD T.�,,TO,,MATCW' TRACK FOOTING-RE:STRUCT. ',5-� VIEFIOR-� 20 GA.SHEET MTL. PAINTED BASE REs WALL SECT NS FINISH GRADE WHITE BETWEEN FLOORS W/ Revislons - BLOCK FIRE PROTECTANT SEALANT Lu- GYP.BOARD -,j w- Li 3- U 20 MIL. VINYL 2' X 12' GL. BLOCK UNDERSIDE OF STRUCT. No. Date -z-�-�,11�/RE-.,EXT ELEV"' MOISTURE BARRIER 0 TAPE FLOAT,SAND, gkUPPER LEVEL 17-6 A.F.S.- ISSLE SHELL 5-614 (TYPICAL) sl DEWALK f . 2 REVM 7-28-94 4-0 1/42 EXPANSION MATERIAL STEEL PLATE x 10 MIL. UNDER Vs L TYP FLASHING OPEN, Q ��4 '�r ' 7 - N, EA. FLANGE I APPLIED -W/ C REs ELEC. DWG'S. MASTIC TO 77�. F19ST FLOOR FINISHED CONC.BLOCK p p BEAM FLASHING W� �6NT, CLIP,%ON SLAB ELEV.=O RIP GALVANIZED MTL. RADE PAINT G Yza PLY. WD, SHEATHING, A UJ -SEALANT DRAINAGE KING C IL A R 'PLA N F OR ,QVER F� 0 W 60AIN FI'L' .2% MIN. SLOPE TO DRAIN TROM 7777 LANDSCAPING FILL, 'k, I r�:-, -- ­ - - -;A "M 'ATIQN PAINT TO MATCH E.I.F.S. v > u .,gk FIRST BLOCK 0-6 A.F.S. j" "'fTREATED WIJ. BLO .,;--N SW, OOF�� Sheet �,!LWATIQNS lkAND':,ELEVATIONS `FOR'� . ­ f 1 1. �z -BLOCK q COW. BASE tUB'GRAbE LOWER LEVEL LOCATIONS FILTE REINF., AND FILL, FINISH SL�AB 0-0 4\ SECURE. TRACK LATERAL FROM TREE MAT W/CONC. 40 -.7777 EXCAVATION �-DUTYPOWDER' I-0 777= REt STRUCT. DWGS. DRAIN FAST iN -�1- ENER (O.It! F �x IW in oxi OR FOUNPATION, X�f - - - , �; 11., � :-� 7'. 0)� :16110.Ci - . . I w. 1 1 1 Am4i fmv-ll " �­ TO CURB,'-W/HEA '4' PERFORATED A/ v - r I I r% I 14r.. N IONSI -K:'LIGHT COVE WALL L' SS 5E-�C Wly T­ 1. S- :'PLANTER DRAIN L4ZW?F14',9w PP .TL. STUD,' TION v SUBSURFACE v U' Drawn run b 4270.02 7- �O 24 1 S ALEs'I' I' 7 C /4 .1 01 ?T19.0F Che0�0( b, v"I'D ly", "jp Y� -L Z� -IL lt� 141 -2� A? Q A 77 j { w fl t i CURVED FLAT SEAM METAL ROOF SYSTEM i I • PREFINISHED METAL COPING 1 EXTERIOR INSULATION AND FINISH SYSTEM. FIELD COLOR 21 SIM. A-17 Ilk Af } A 1� I.. ACCENT REVEAL C �+ C J. U A EXTERIOR INSULATION v O AND FINISH SYSTEM. !V FIELD COLOR v) 4-- 21 c A-17 0 ISIL a ' j ACCENT REVEAL o 0 4- COL. c o . PLANTERS W/ FLAT SEAM METAL ROOF SYSTEM E.I.F.S. SKIM COAT, ON 2 LAYERS OF ELASTOMERIC o FIELD COLOR WATERPROOFING ON DOUBLE LAYER OF 18-7 6-5 0 0 0 POLISHED PLANTERS W/ CDX PLYWOOD SCREWED GRANITE E.I.F.S. SKIM COAT, TO METAL DECK. FIELD COLOR 6 a I -I 1 C6 X 18 GA MTL STUDS TOP OF CANOPY METAL DECKING A-17 A-17 TYP. AT 16° O.C. A-17 TYP. A-17 HAND ELEV, 54-4 A.F.S. TOP OF CANOPY METAL DECKING ELEV. = 54-4 A.F.S. EXTEAND RIOR INSULATI N C6 x 18 GA. MTL. tell I-0 O.C. 5 8 X 18 GA MTL STUO� EXTERIOR INSULATION AND ON 6' x 6' x 14 GA. T 16' O.C. FINISH SYSTEM ON %2' GYP. CONT. RADIUSED ANGLES A-17 I SHEATHING ON C4X18 GA. M.S. AT EACH END I_ 1- 10 1- AT 16' O.C. I 24' DIAMETER ROUND MTL. SIDE ELEVATION o FIXED LOUVER WITH A BOT.OF SOFFIT o BOT.OF SOFFIT BIRD SCREEN (PAINT TO MATCH E.I.F.S.) SCALE: /q = I'-0 3 DIA. ALUM.'VENT o � ELEV. = 48-6 A.F.S. ELEV. = 48-6 A.F.S. LOCATE AT CENTER- 4'X4'X 14GA. CONT. ANGLE OF SCORE LINES AT -- - EXTERIOR INSULATION AND EACH PANEL FINISH SYSTEM ON i GYP. AT ARCH , io SHEATHING ON CBXIIZ GA. M.S. I PREFINISHED METAL A-17 N -- - AT 16. O.C. ; COPING �✓4' ROUTED DRIP —�� -- 7 T.O.M.S.Q PARAPET EL. = 44-0 A.F.S. T.Q.M.S. -- - -- A-11 ELEV.= 44-0 • A-17uj 17 I$ A ROOF A-17 1-0 1-0 I-0 1- C8XI6 GA. MTL. STUD STRONG A-17 A-17 B YOND BACK ,BRACE CONTINUOUS �1 Iq' ALONG:BACK OF STUD FACE A-15 LLJ 1 ACCESS DOOR 232 33 34 � _ EXTERIOR INSULATION : ENLARGE ENTRANCE LAN & AND FINISH SYSTEM EL NATION S EET A-18 FIELD COLOR r FOR INI I AREA J - ----I-------- - - - - --- - - - - -- - - -- - ---- - - - - ---------- ---------------------- - - --- - ------ ----------- - ---- A�7 LIGHT COVE J WORKING POINT WORKING POINT OF LIGHT COVE 20 o I ELEV. = 33-6 A.F.S. ELEV. = 33-6 A.F.S. — — -------- TOP LLJ ELEV. = 33-6 A,F.S. i A-17 o I o I — RE: STRUCTURAL w I CATWALK DRAWINGS cc CATWALK- I U a �i w I N RE: DET. 28 / A-17 I � OPEN BEYOND RE: DET. 28 / A-17 o I� 2-0 2-0 4-478 4-4-Y4 4-4�'4 4-4J4 4-4%8 2-0 2-0 o I E.V.S. ON N o I C8PX SHEATHING8 GA. MTL. STUDS 4 K I M�L. STUDS ON v AT 16' O.C. i N I I ` I N 2-2/� I BLANKET INSULATIONoil o I _ 4 I SLOPE ROOFING TO MECH. DRAWINGS I 12 • I r I SECONb FLOOR ROOF DRAIN AT A-li N ALL SIDES --------------------- -- -- ----- - - -� -- --- ------------------- - - - - -- - _ - A.F.S. A-17 - FINISH SLAB IT 6 A F S --------------- ----------- -- --- ROOF SYSTEM ON TAPERED r a EL. = 16-0 lz A.F.S. INSULATION ON MTL. DECK +� I TOP OF CANOPY TOP OF COPING ELEV. 77 I I ELEV. = 16-0'/2A.F.S. IGHT COVE I EXTERIOR INSULATION AND 2 24 FINISH SYSTEM ON %2 V. GYP. 1 ------------------- --- --------------------------- - ___ __________ __ A-17 A-17 I SHEATHING ON COLD ROLLED METAL STUDS AT 1-0 O.C. S SAT 16' 0 C. --- EL. = 12-0 JZ A.F.S. YP. BD 0 L. IMIT OF GYP BOTTOM OF CANOPY SOFFIT ELEV. BEYON S DEWALL BLA KET ELEV.= 12-0%2A.F.S. INS CATION BEYOND f4 13 IS I IV A917 ;`j I A-17 A-17 A-17 YP. I 14 GRANITE SOFFIT 1 I Y4' ROUTED DRIP A_17 ELEV. = 10-0%2A.F.S. $ 15 ; A-17 T P. ( GRANITE SQFFIT A-17 ELEV 8-0'/2A.F.S. Job No. 90079 �a 0� Jm Oz w A-15 I I I i I RE DETAIL 21/A-I OR DO DR HARDWARE. . 22 I A-17 8A A -II A -II Date APRIL,1"3 (A 17 i 22 ' EXTERIOR INSULATION AND Revisions 12 PAVERS - A-17 FINISH SYSTEM ON SHEATHING ON 8X182GAYP.S. VIES IBULE SALES AREA No, Date A-15 AT 16' O.C. PLANTER 15 12 ISSUE SFFLL 5 6 94 I A-17 A- GRANITE PANELS ' 16 I A- 17 FIRST a-11 FINISH SLAB R = 0-0 J. 4 f s qj- f� f- FLAT .SEAM METAL ROOF SYSTEM FLAT SEAM PREFIN. MTL. ROOF SYSTEM ON EXTEND WTRPRF'G STL. BEAM _BEYOND 4N 2 LAYERS OF ELASTOMERIC IZ ' ROOF SYSTEM EXTEND WAT RPROOFING ON D BLE LAYER Q COL DOUBLE LAYER OF ELASTOMERIC MEMBRANE OVER AND OF CDX PLYWOODCREWED UNDER COPING 6 WATERPROOF MEMBRANE 3' DOWN PERT. FACE TO TAL DECK. � I I BASE FLASHING E.I.F.S. LAYER INNSTALLED BY METAL ROOF I PREFINISHED MTL. ' CONTRACTOR. 1/2' GYP' FASCIA SHEATHING 4X4XI8 GA. GALV. ON MTL. - - - - 3 X 3 X 18 GA. STUDS 0 - ---------------------- ATEEL ANGLE RADIUSED RADIUSED GALV. 16, O.C. AT ARCH -WELD TO H MTL. STEEL ANGLE - -- STUD. CLIP XIANGLE - - - - SEALANT 4'X 4'X 18GA. GALV. STL. MIS GA. MTL. STUD i . ` E.I.F.S. ON %2 GYP. BD. HANGER AT 6-0 O.C. ANGLE WELDED TO STL. BM. .� AT EACH STUD STL. BEAM � 4X4X/4 CONT, STL. PREFINISHED MTL.;: � r REsSTRUCTURAL ANGLE WELDED TO EACH FASCIA RADIUSED BEAM I SHEATHING ON MTL. STUDS WELD TO 8' STUD ON AND TO MTL. STUD STUD EACH SIDE 4� RE:STRUCTURAL OWGS. 4 X 4 X 18 GA. GALV. STEEL C8XI8 GA. MTL. STUDS SET N ANGLE RADIUSED AT ARCH - ON BOT.FLANGE OF STL. i CBXISGA.COLD WELD TO EACH MTL.STUD AND MTL DECK BEAM / THICK ROLLED MTL.STUDS �.LF.S. ON 2------- E.LF.S ON �/ /2- GYP. SHEATHING GRANITE PANELS GYP. SHEATHING ON ON C6X18 GA. MTL. - - - AT 16' O.C. STUDS AT 12' o.c. METAL FACIA METAL STUD HANGER DETAIL �� cEMENT1T1ous - - - - - - - C4 X 18 GA. COLD ROLLED Q AROUND FACE 4 G ADHESIVE MTL. STUDS AT 16'0.C. 10--- o SCALE: 3' = I'-0' 07600.16 SCALE: I%2=1'-0' 05410.I5 C4XI8GA. MTL. 4X4XI8 GA. ' `-------- -T------- BACKER CEMENT STUD AT 16. O.C. I•�O STEEL ANGLES •`�' I ACKER BOARD / ' GYP. REsSTRUCTURAL.FOR STUD T STEEL I --- ------------------- 'RADIUSED � - • 'HELD EA H MT � RADIUSED EDGE1 C8 X 18 GA, C.R. I BEAM. C8 X 18 GA. COLD ROLLED SHEATHING E.I.F.S. ON ANGLE MTL. STUDS AT 16' O.C. MTL. STUDS AT 16, O.C. GYP. SHEATHING 4 X 18 GA. COLD FORMING RADIUSED '---------- - - _ _ - - ROLLEQ MTL. STUDS COFFER I C4 X 18 GA. COLD ROLLED Q 16 O. C. 10• • Y4' CONT. I ALONGTARCHARADI S• SEALANT 3/8' JOINT WITH ROUTED DRIP I WELD TO STEEL ANGLE. E.LF.S. ON �/Z EXTRUDED ALUMINUM BACKER ROD AND 2' CONT. ALUM. VENT GYP. SHEATHING ON FACIA SILL TRIM I-0 SEALANT SCREED C8XI8 GA. COLD ROLLED COLD ROLLED MTL. E.I.F.S. ON %2' MTL. STUDS BACK TO BACK 6 I C 8 x 18 GA. COLD 1_1 STUDS AT 16' O.C. GYP. SHEATHING WELD TO STEEL BEAM ND ROLLED MTL. STUDS 4 X 18 GA. COLD METAL STUDS (TYPICAL I W 16. O.C. %2' THICK — —� RO LLED MT T GRANITE PANE LS LLED MTL.STUD UD A ) •� o AT T DIA. BRACE , C STUD) 2 _ III-%2 ,VERIFY 3/8' JOINT WITH • 3 X 3 X 18 GA. I + i BACKER ROD AND RADIUSED GALV. 4'X4'Xl8GA. GALV. STL. ANGLE • STEEL ANGLE RADIUSED AT ARCH WELD TO EACH MTL. STUD SOFFIT ELEV. = 12-0%2A.F.S. I'0 I-0 I-3 , E.I.F.S. ON V2 GYP. 2- CONT. ROUTED DRIP )'4' CONT. I 4 ROUTED DRIP 4 2 DAR CH ROOF AND FACIA LOWER ENTRANCE CANOPY DETAIL CHDETAIL ARCH DETAIL 7 TYPICAL ROUTED DRIP SGRANITE DETAIL GRANITE DETAIL CALE: I%2' = I'-0' 07240.23 SCALE: I%2 = 1'-0' OAR SCALE: I' = I'-0. 07240.32 5 SCALE: = 1'-0' 07240.27 SCALE: HALF SIZE 07240.01 SCALE: 3' = 1'-O' 00000.00 9 SCALE: 3' = I'-0' 00000.00 - f -I FACE OF STUD MIS GA. MTL. STUDS FLAT ON i BACK SIDE OF VERTICAL STUDS /Z GRANITE 4 5 FOR DIAGONAL BRACING WELD ROOF SYSTEM ON PANEL /z'CEMENT BACKER TO EACH STUD METAL DECK ROOF SYSTEM ON BOARD. -� MTL. DECK g STUDS 4XIALGA. COLD ROLLED Q ADHESIVE 'CEMENTITIOUS------_1%2MET" RADIUSED STL. - BEAM AT 16 O.C. 14-8 1111 C4XI6 GA. COLD ROLLED MTL. STU I RE: STRUCTURAL A.F.S. T.O.S. 14-8 DIA. BRACE i X4XI8 GA. CONT. RAID. E.I.F.S. ON %2' ANGLE ON BACK FACE GYP. SHEATHING ON C8 X 16 GA. COLD OF STUD C8 X 16 GA. COLD ROLLED ROLLED METAL STUDS 4X4X18 GA. CONT. RAID. MTL. STUDS AT 16' O.C. STEEL BEAM STEEL BEAM AT 16' O.C. BACKER ROD E.LF.S.ON I/2' � ANGLE ON FRONT FACE RE: STRUCT. REs STRUCT. AND SEALANT �C GYP. SHEATHING ON I �OF STUD o C4 X 18 GA. COLD ROLLED MTL.. FINISH FACE I G, THICK PANELS STUDS AT 16' O.C. I C4 x IS GA. COLD ROLLED /2' TREATED CDX PLYwD o METAL COUNTER FLASHIN SLOPE DIAL. BRACING C8 X 18 GA. COLD C018 GA. MTL. STUD BRACE AT 32' 0 C. 4' CANT ON TREATED ROLLED MTL. STUDS AT 32' O.C. I WOOD BLOCKING BACK TO BACK (WELD �' (v HORIZ. C018 GA. STUDS TO STEEL BEAM AND MTL. 'w U i + r FOR SOFFIT ARE TO BE ROOF SYSTEM ON ----------_-_-_-_------------ MTL. DECK r C4 X % GA. COLD c LOCATED AT I-0 0. C. OLLE'D MTL. STUDS AT f c I STUDS. TYPICAL AT EACH BEAM,) D 4X4X1$ GA. GALV. (NOT SHOWN) I 16' O.C. D o c STEEL ANGLE RADIUSED i I BACKER ROD $� p AT ARCH -WELD TO .EACH STUD. I STEEL BEAMS C8 X I8 GA. COLD R LLED SEALANT (TYPICAL) • ' C c o RE: STRUCTUUAL = _ _ _ , MTL. STUDS BACK T BAC I D } p _c J WELD TO STEEL BEM & METAL STUDS (TYPI + �J AT EACH BEAM)------' %2' CEMENTITIOUS D------ s- D L " � O C ADHESIVE Y4' ROUTED DRIP CONT. - _ - - C.� AT ARCH SOFFIT 1-0 D.C.GA. MTL. STUD AT - — - - — - — — - — _ — - — - — - _ _ — I-0 OMAX ARCH SPRING LINE 12`6 %2 � - A.F.S. IA.F '/2 4X4XI4 GA. CONT. A.F.S. RADIUSED ANGLE E.LF.S. ON C4 X 16 GA. %2' CEMENT WELD TO EACH PERT. - COLD ROLLED METAL STUDS BACKER BOARD AND HORZ. STUD AT 16' O.C. 12-0 '/2 A.F.S. E.I.F.S. ON % ' C8 X 18 GA. COLD ROLLED GYP. SHEATWNG MTL. STUDS AT 16' C4XI8 GA. COLD ROLLED MTL. STUDS AT 16' O.C. O.C. FORMING RADIUSED 3 X 3 X 18 GA. GALV. COFFER STEEL ANGLE RADIUSED AT COFFER 10 E. I. F. 5. SOFFIT AT ARCH (DLRAMING ELEVATION Q ARCH FACE i2 DETAIL AT CANOPY 13 SOFFIT AT CANOPY COFFER AT CANOPY IDETAIL GRANITE DETAIL SCALE: I%2 = I'-0' 07240.25 SCALE: I/�' = I'-0' 05410.14 SCALE: I' = I'-0' 07600.18 SCALE: I%2'= I'-0' 14 SCALE: I%Z =1'-0' @ERANTE= SCALE: 3' I'-0' 00000.00 16 SCALE: 3' = I'-0' 00000.00 FLAT SEAM METAL ROOF SYSTEM FLAT SEAM METAL ROOF SYSTEM 6-0 ON 2 LAYERS OF ELASTOMERIC ON 2 LAYERS OF ELASTOMERIC WATERPROOFING ON DOUBLE LAYER OF WATERPROOFING ON DOUBLE LAYER OF COX PLYWOOD SCREWED 3,�• CDX PLYWOOD SCREWED I-7 4 2-I 4 I-75/� T METAL DECK. T��O METAL DECK. NOTE: FIRST LAYER OF WATERPROOFING NOTE: FIRST LAYER OF WATERPROOFING IO�y� 4 l0°J� INSTALLED BY G.C. AFTER PLYWOOD INSTALLED BY G.C. AFTER PLYWOOD INSTALLATION IS COMPLETE: SECOND INSTALLATION IS COMPLETE: SECOND EXTERIOR INSULATION Lu LAYER INSTALLED BY METAL ROOF LAYER INSTALLED BY METAL ROOF &FINISH SYSTEM CONTRACTOR. CONTRACTOR.Lu 1/2 E.I.F.S. ON %2' GYP. SHEATHING FACE OF STUD FIELD - Vo ON UT R GA. MTL. STUDS AT 12' O.C. FIELD COLOR 2' GRANITE ABOUT RADIUS OF ARCH PANEL • %2 GYP. SHEATHINGLu In CONT. METAL BRACKET BOARD. ENT BACKER METAL CQi/NTER METAL COUNTER a FLASHING' N F AHING V22 SLOPE- %SSLOPEco 4 X 4 X%' CONT. a ,�—•SLOPE I- Y4' DEEP { ACCENT REVEAL v P4'DAEP ROUTED STEEL ANGLE WELDED LL■ SEALANT EEL TO EACH VERTICAL T.O.M.S. ELEV. = a T.O.M.S. ELEV. = v % 'CEMENTITIOUS STUD. 40-0 A.F.S. 40-0 A.F.S. ELEV. = 33-6 A.F.S. n I —I (00 ANCHORXITOASS T16' M SCAT O.C. J PREFINISHED METAL PREFINISHED METAL DETACHABLE REFLECTOR COPING OVER COPING OVER t 20 MIL. WALL ZO MIL. WALL FLASHING OVER FLASHING OVER �— RE: ELEC. PLANS FOR REO'MTS. SLOPED TREATED SLOPED TREATED WOOD NAILER, WOOD NAILER. ANCHOR COPING W/ , ANCHOR COPING W/ _ _ 1/2' EXT. GD. (FIRE RATED) THK. GRANITE CONT. CLIP STRIPS - a , 1 CONT. CLIP STRIPS - a „ PLYWOOD - PAINT WHITE PANELS PA E.I.F.S. MALL & �� E.I.F.S. F.S. WALL ff 5%2 4 EXTEND BENEATH METAL `„ EXTEND BENEATH METAL�/2 COUNTER FLASHING a FLAT n COUNTER FLASHING a FLAT `;f C4XI8 GA. M.S. AT 16' O.C. SEAM METAL ROOF. �� SEAM METAL ROOF. __ 10 1, tl " 14 GA. CLIP ,L 14 GA. CLIP " ��+n ANGLE a 4-0 O.C. i�i-1 ANGLE a 4-0 O.C. SHIM AS REOUIRE ADHESIVE. Lu TREATED WOOD a BLOCKING o w %$ SEALANT __ JOINT, TYP. U.'. Z C2%2X 18 GA. COLD SEALANT Q ROLLED MTL. STUDS -' AT 16' O.C. EXTRUDED ALUMINUM w FASCIA REVEAL TRIM. CEMENTITIOUS ADHESIVE EXTERIOR INSULATION 1/2' CEMENT AND FINISH SYSTEM ON BACKER BOARD V2 GYPSUM SHEATHING �/2' THK. GRANITE PANELS t C8 x 18 GA. MTL. :Tads 16'O.C. y 1011, FRONT ELEVATION OF COLUMN BASE '+GRANITE DETAIL „ SIGHT�O�@S0FFITLE 21 tDTACHED FROM BUILDING) 22 DETAk!COL 23I� SCALE: = 1'-0' SCALE:I%2I'0' 07240.40 SCALE: y2' = 1'-0. SCALE: I0' SCALE: 3' = I'-0' 00000.00 RE: STRUCTURAL ii RE: STRUCTURAL 4i NOTE: REAR ELEVATION OF DETACHED COLUMN BASE IS SIMILAR BRIDGING RE:34/A-16 6-0 u I u ELEV. = c� IV 16-0 2 A.F.S. , -BRIDGING RE: 34/A-16 " ROOF INSULATION 1 u u u n I I I „ STUD TRACK STUD TRACK E.I.F.S. - EVEAL ii I E.I.F.S. ON %2. Y4' ROUTEO R FIELD COLOR GYP. SHEATHING n I ARCH WORKING POINT " ARCH WORKING POINT Job NO. 90t)79 ' ' ��- - - 3 x 3 x '/4 ' ELEV. = 33-6 A.F.S. ELEV. = 33-6 A.F.S. N ~ CLIP STEEL Date APR1L,1993 CLIP ANGLE � "' a • T r REs STRUCTURAL + LADDER m w RE: STRUCTURAL Y4' DEEP TOP OF ROOF TOP OF LIGHT Revisions ACCENT REVEAL COVE BEYOND DECK VARIES � v �� � 2 x 4 x �/4 STL. a � o z N CLIP ANGLES 4 T .STUDS --- --- 16' 3/2 Y4' ROUTED DRIP - - - - - - 44 METAL" STUDS a 16' O.C. _ r I 3 x 3 x 14 GA. 2 2 10 METAL ANGLES a CORNERS = - - - _ _ ELEV. = 4' THK. GRANITE B. -IM• A.F.S.S. 4V IV 12-0%2 A.F.S. PANELS ROUTED DRIP 2 2 I COL. E.I.F.S. ON %2' I 4 I-4 4 GYP. SHEATHING )'4' ROUTED DRIP 2-0 f SEALANT JOINT ELEVA IONS EOUAL TO SEALANT JO NT .ELEVATIONS AT VESTIBULE BEYOND u't C ti a EQUAL EOUAL EQUAL 6-4 ►n 6 �n ti a EOUAL EQUAL EOUAL 6-4 TOP OF COVE 'VVWORKING POINT = 33-6 A.F.S. I I TOP OF CATWALK = 30-0 A.F.S. E.I.F.S. SOFFIT E.I.F.S. - = 29-6 A.F.S. FIELD COLOR N I-7�f 2-13/s I-75/� f DEEP ACCENT REVEAL RE: ELEC. DING'S_ _ �, _ —r— Date fSSLE SWiL 5 6 44 STEEL GRATING > (3-0 X 8-10) CATWALK _- _- L 7' X 4' X %a SUPPORTED FROM COL. ATTACH ANGLE TO COL. BEYOND AND SUSPEND SUPPORT FROM BEAM ABOVE FOR OTHER SIDE. USE L 7' X 46 X 3/g' TYP. 7-7 ^ Sheet PREFINISHED 6' ACCEI' RE: 2VA 3-0 E.I.F.S. ON IVY GYP. BOARD N 2-10 2-10 OPEN SHEATHING ON METAL SUDS - - - AT 16' O.C. I—( \I .F.F. N I J jI 3' WIDE VENT RE: 9/A-17 - 4-0 I-0 6-0 I-0 5 8 I-0 4 4 I-4' 4 18 '` ih--L6 4 HANDICAP RAMP WITH DETECTAB E 13' A.F.F. A-10 A-10 I A-10 A 16 WARNING ISURFACE. f / 12' A.F.F. .F.F. i I E.I.F.S. YP. BOARD SHEET METAL SUDS AT 16' I �' a REf DETAIL 21/A-1 i 0 1701 DOOR HARDW %RIE. • REI RCED :ONCRErE PLAN ERS. :15/A 10 I FIRST FLOOR FINISH SLAB 7 HANDICAP RAMP \ / ROUTED DRIP EDGE. (D v RE:4/A-10 A-17 A.F.F. / ENLARGED C JOINTS: RECESSED LIGHT FIXTURE. cn N ENTOPOM"m C ELEVATION 45 RE: ELECTRICAL DRAWINGS. N c o m) E NOTRAINECE PLAN® u o A GALE: �/e = I'-0' 12-0 A.F.F. CL CENG E 0 cn 13-0 A.F.F. SCALE: % _ )'-0' o � c `t FLAT SEAM METAL ROOF SYSTEM r COL. 0 ON 2 LAYERS OF ELASTOMERIC Y) 0 C WATERPROOFING ON DOUBLE LAYER OF 0 0 0 3/' 'CDX PLYWOOD SCREWED I8-T 6-5 T METAL DECK. REFLECTED A-17 C6 X 18 GA MTL STUDS TOP OF CANOPY CEILING A-17 TYP, AT 16' O.C. A-17 A-17 P TOP OF CANOPY METAL DECKING , METAL_ DECKING Y A IV ELEV. 58-4 A.F.S. SCALE: % = 1'-0' IV ELEV. = 58-4 A.F.S. Fi C6 x 18 GA. MTL. -- -- -- 0 EXTERIOR INSULATION AND I STUDS Q I-0 O.C. 8 X IS GA MTL STUD "' e EXTERIOR INSULATION I FINISH SYSTEM ON �/2 GYP. ON 6' x 6' x 14 GA. AND FNISH SYSTE%,i,7SHEATHING ON C018 GA. M.S. CONT. RADIUSED ANGLES T 16' O.C. AT 16 O.C. r AT EACH END ' 5 24' DIAMETER ROUND MTL. o -- - -- A-17 FIXED LOUVER WITH -- -- -- BIRD SCREEN BOT.OF SOFFIT I (PAINT TO MATCH E.I.F.S.) >�--- - EOT. LEVo= 52-61A F ELEV. = 52-6 A.F.S. A.F.S. LOCATE LAT�.VENTCENTER - - - I 4'X4'X 14GA. CONT. ANGLE OF SCORE LINES AT _ 3 EXTERIOR INSULATION AND AT ARCH 10 EACH PANEL FINISH SYSTEM ON %2' GYP. A-17 SHEATHING ON C8XI8 GA. M.S. A-17 ® -- - AT 16' O.C. %4' ROUTED DRIP -- A-17 Lu EL. = 44-0 A.F.S. T.O.M.S A -II uj RE: ENLAgG D ENTRANCE THIS SHEET FOR FINISHES 17 18 ROOF, 1-0 1-0 1-0 I- A-17 A-17 YOND C8XI6 GA. MTL. STUD STRONG ' BACK BRACE CONTINUOUS + ALONG BACK OF STUD FACE 20 I A-17 l I ACCESS DOOR �. LIGHT COVE F'a WORKING POINT WORKING POINT 232 33 34 ELEV. = 37-6 A.F.S. ELEV. = 37-6 A.F.S. _ — — _ _ _ _ _ _ _ 12Lu SLOPE ROOFING TO A-17 ROOF DRAIN AT - , r � CATWALK • I ALL SIDES 2 � � � • " - -I-- - - - - - -. -- - - -- -- - - -- --------- ^-------------•--------------------- --- --- - CATWALK --- - - - -- ROOF DRAIN RE: • - - - - -I - - - - A-17 MECH. DRAWINGS TOP OF CEL A40PY�F�S� I I TOP OF COPING ELEV. ` ROOF SYSTEM ON TAPERED ELEV. = 33-6%2A.F.S. INSULATION ON MTL. DECK ' w RE: DET 28/A-1T 2 24 RE: DIET 28/A-17 I EXTERIOR INSULATION AND I RE: S R ORAL • A-17 A-17 FINISH SYSTEM ON %2' GYP, DR WI ----------- -- --- --------------------------- - --- -------------- --- I SHEATHING ON COLD ROLLED -- - - -- - -- _ 1 METAL STUDS AT 1-0 O.C. / ----------------------- --- S S ATD16N 3%MTL. EL. - 29-6[2 A.F.S. C. BOTTOM OF CANOPY I �. , I SOFFIT ELEV. BLA KET LIMIT OF GYP. BD. AT r 14 13 15 I EI.EV.= 29-6%yA.F.S. 9 INS ATION SIDEW Ll. BEYOND I A-R A-17 A-17 YP. I I 14 GRANITE SOFFIT A-17 �10-6.F.S. 15 I Y4' ROUTED DRIP A-17 ELEV. = 10-0%2A.F.S. 8 GRANITE SOFFIT 1 ( i ELEV. = 8-0�/2A.F.S. 8 $.I 9 I i 22 23 T —OPEN BEYOND A-17 A -II A-1 A -II % ATION AND 12 FINISH EXTERIOR YSTEML ON %2 GYP. PAVERS SHEATHING ON C8XI8 GA. M.S. VES IBULE SALES AREA I AT 164 O.C. A-15 PLANTER 15 I I I 15 15 - A -II A-17 GRANITE PANELS A -I 16 17 SECOND FLOOR I A-17 FINISH SLAB = IT-6 A.F.S.I 4 A -II A-11 --- _ - - - - --, --- -- ---- -- - -- - -- ---- -- _ - ----- SECOND FLOOR - - - - - FINISH SLAB = 17-6 I _ --- iI --------- - - ---- L, I __ �- .. �I I I- ' I I I �� � � 1 LI -�- a �_ � � � I I,, I I I� I I� I I I I� I I,• _ 11 PLANTER POLISHED GRANITE __ I I A17 15 _ - r I� A-10— PLANTER W/EIFS SKIM COAT i • � I I D� ',i RE: STRUCTURAL Jab No. 90079 Date AML,1993 0- m w I-6 Revisions v tr m o z N CONT. PROTECTION BOARD I - NO. Date ISSUE SHELL 5-6-94 CONT. WATERPROOFING MEMBRAND CONCRETE RETAINING WALL RE:STRUCTURAL DRAWINGS 'd { FIRST FLOOR FINISH SLAB = 0-0 ' ii ----------------------------------------------- LOWER LEVEL 1 ----------------------------------------------------------- - - - - -- t '/ FINISH SLAB = O-0 Sheet I St IDS ---- I E.I.F.S. ON %2 GYP. BOARD SHEATHING ON METAL SLIIDS AT 16' O.C. 4-4 2-0 2- I OPEN FINISH SECONDFLOOROR =17-6 A.F.S. _ I TOP OF CANOPY = 16-OZE E.I.F.S. ON % ' GYP. BOARD f ATATHING 6 O.C. ON METAL SUDS i -6 A CE NT REVEAL RE: 2 I/A-15- BOT.OF CANOPY L J- SOFFIT = 12-0%2 M a a� L I M CONT. PERFORATED DRAIN PIPE "'13 SECTI"N AT ENT"II`I"""""` `NCE SLOPE AS INDICATED. I III, , , - , - 3%X20 GA. METAL STUD n� - LIGHT FIXTURE @ 16' O.C. SECURE TO I. REFER TO FLOOR PLANS (SHEETS 0,0 L IuQIm1_T ]n' r I STRUCTURE ABOVE - A -I THRU A-12) FOR LOCATION WOMENS TOILET CERAMIC FLOOR TILE CERAMIC FLOOR TILE Zn lr I ::I::II. x� /I_i ,.- .�. I ..* ...-:.I . :7///l- -_---�-_,-_�A--I,\---,- / �--I <-',..-. ,".. ., . .._. 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REFER TO TYPICAL TOILET AMERICAN GLEAN 'MEDLEY', •HS08, s. : FABRICATION 5L� o �ACCESSORIES LOCATIONS, THIS LAMP BLACK -' OR - 4'X8', FLORIDA TILE . , _ - _ _ SHEET, FOR NUMBER AND 'NATURA DESIGNER SERIES', r8805, BLACK !� _ _ WITHIN TOILET STALLS. AMERICAN GLEAN BRIGHT AND MATTE'. '_ 8-0 A.F.F. ' A.F.F. V LOCATION OF ACCESSORIES CERAMIC WALL TILE - 6'X6', GYP. BD. CEILING GP. D. C ILI G CERAMIC TILE ON • CERAMIC TILE ON %2 WATER RESISTANT 4. REFER TO MECHANICAL 95 SNOWMIST (MATTE) - OR - p DRAWINGS FOR FLOOR DRAINS 6'X6', IAC/LAUFEN INCEPA CARPET /2 WATER RESISTANT , 35j(gX20 GA. MEAL STUD ppEN GYP. BD. AND ACCESS PANELS. BRIGHT GLAZE, °PL80b WHITE GYPSUM BOARD ON a 16' O.C. �-I • 6' X 25 GA. METAL 4 2-5 /'�� FOLDING PURSE BY OWNER WITH /®' GROUT JOINT - 4 WHITE STUDS AT 16' O.C. �/2' GYP, BOARD SHELF (WOMENS 5• ACCESS PANELS TO BE CERAMIC TILE ON PAINTED TO MATCH WALL TILE. CERAMIC BASE "tILE - 6 X6' COVE BASE, y2' WATER RESISTANT ONLY) 48' AFS AMERICAN OLEAN 'BRIGHT AND MATTE', MIRROR TRIM FLOUR. LIGHT I GYP, BD. 6. DIMENSIONS ARE TO FACE °95 SNOWMIST (MATTE) - OR - . c BY FIXTURE � ACCESSIBLE OF STUD. 6'X6' COVE BASE, IAC/LAUFEN INCEPA CONTRACTOR o REINFORCED GYPSUM ` FOLDING PURSE ; LAVATORY UNIT BRIGHT GLAZE 8PL801 WHITE MIRROR w FABRICATION \ SHELF (wOMENS \ 7. /?' WATER 5 ESISANT GYP. WITH - • . ; ` ONLY) 48' AFS BOARD ON 3/s METAL STUDS. /e' GROUT JOINT 4 WHITE CERAMIC TILE ON - \ \ i GRAB BARS AT FORMICA I$16 FOG DUST, ' STALL' DOORS CERAMIC ACCESSIBLE STALL r FLOOR TILE 3/4' P.T. PLYw000 ; 1ACCESSIBLE ONLY POLISHED FINISH, ON 3%' M.S. AT 16' O.C. ; LAVATORY UNIT FORMICA CERAMIC TILE ' COVE BASE WALL LEGEND MENS TOILET WALL LINE REs PLAN FOR EXACT ; Q LOCATION OF OLEANICTR ADQR°TRI2 VOLOS ,BLACK ICAN REs DET. •13 BEYOND - _ - DOOR AND SWING. I 6-0 A.F.F, PARTITION WITH • MARBLE THRESHOLD M - - - / DUAL ROLL TOILET ,a owmu CERAMIC TILE ON /2 WATER CERAMIC ACCENT CERAMIC ACCENT MET L N RESISTANT GYP, BD. ON 3 /s CERA IC ACQENTJBORDER•TILE RA4 X8 BORDER TILE BORDER TILE I TAL ANGLE ' LAVATOR / , ' PAPER HOLDER MTL. STUDS AT 16' O.C. a , AMERICAN GLEAN 'MEDLEY', ILE - , 2X6 TREATED a o 0 N 4 LAMP BLACK - OR - 4'X8'. FLORIDA TILE CERAMIC FLOOR TILE CERAMIC FLOOR TILE WOOD BLOCKING ® N CERAMIC TILE " `^ "' 'NATURA DESIGNER SERIES' r8805, BLACK CERAMIC TILE ON ---Y i i _-f �, FIN. FLOOR COVE BASE - N WALL, RE: SHT. CS-1 CERAMIC WALL TILE - 6'X6' ' 1/2' WATER RESISTANT M I I \ - AMERICAN OLEAN 'BRIGHT AND MATTE', GYPSUM BOARD ON ' ` 8-0 6' X 25 GA. METAL i I cD FIN. FLOOR t° °80 STERLING SILVER (MATTE) - OR - . STUDS AT 16' O.C.--� 6'X6', IAC/LAUFEN INCEPA 2/2 I/2 4 .., ° � BRIGHT GLAZE, °PL870, STERLING SILVER R H -I . WALL Es S T. CS t r CERAMIC TILE %2 GYP. BOARD WITH /g GROUT JOINT - 32 GRAY CERAMIC BASE TILE - 6'X6' COVE BASE, L L AMERICAN OLEAN 'BRIGHT AND MATTE', c FINISHED FLOOR 35hX20 GA. METAL STUD °80 STERLING SILVER (MATTE) - OR - ® ) e 16' O.C. - - WALL, RE: SHT. CS-1 6'x6' COVE BASE, IAC/LAUFEN INCEPA 1% G BRIGHT GLAZE, ■PL870. STERLING SILVER PEDESTAL LAVATORY 2 LIGHT COVE DETAIL ACCESSORIES 6? ACCESSIBLE STALL &ACCE SSORIES ACCESSIBLE STALL I WITH %g' GROUT JOINT - •32 GRAY SCALE:1/43 = r-o' ", STALL DOORS SCALE. ),'=1'-0' 15100•01 SCALE- i�/2' = 1'-0' SCALE: �/2'=1'-0' 10810.02 SCALES %2'=1'-0' 10810.01 FORMICA °669 BLACK REFLECTIONS ' fir_ - 99001 02 POLISHED FINISH. FORMICA Y - Il ,t ,: � - J I :�� l i 2. it - 'y2 TILE OR VINYL WALL ri 2 - - F, -, COVERING REFER TO - _- _ - FINISH SCH. SHEET �+ STUD TRACK , o a o a >; RE: PLANS FOR BLOCKING TO %, ' X 3%2 TRIM "-OPEN . DISTANCE TO COL. LINE 53-0 1 /4 OPEN `.' z MATCH TRIM CCESSIBLE 3% 7-2 3s/s I-9s/s 5/a 9-2 3% I-4Y4 3% 9-2 3% 24/4 - s/s 7-I5/s 3�s IOY/ 3% 8-9 35/s 2-I3/s 5/s a — RECESSED URINAL ASH URN ' 2 x 4 W000 "; I-7 3-0 3-0 I-7 I-7 3-0 3-0 h7 5-53/� 35/a 3-0 BLOCKING M 10 °' C� i I m I ACCESSIBLE I 4 � 4 _ \ I fn STALL` ,.- 11 C3MEN � M ; I M _------- ---- VANITY BY cy I r I I o `- , . , _.,. H.M. JAMB WITH 4 ,' x f FIXTURE COMPANY � , WOOD STUD ANCHORS �, a ' -_ = o I '` - - -� - I "' ' M 1 . _ __ —_ _ _—_ ---- ___ _� _—_ _ __ O I .AD t ra W00D DOOR `° '--------------------------- -------------� I rn I ■ �.� ;. ' . - -' 1 I �", I i I I Q)o e- ' FULLY RECESSED PAPER I FULLY RECESSED PAPER ,� I 2-0 �r, I I ■ t-- , � 1, r 6' WIDE X 8Vs' HIGH X%g' THICK SIGN I TOWEL DISPENSER W/ I TOWEL DISPENSER W/ ,� I I ACCESSIBLE STALL, LL 0 1 , + f HEAD I a s I W/ 2-10 DOOR a N FULLY RECESSED I o v' MOUNTED AT STRIKE SIDE OF TOILET ROOM 11 12 WASTE RECEPTACLE i WASTE RECEPTACLE k' f x DOORS CHARACTERS TO BE RAISED I/32, II 12 II 12 I I F rt o I ® PAPER TOWEL o r� ' AND ACCOMPANIED BY GRADE 2 BRAILLE I 0 w s I I 2-10 ACCESSIBLE I THIS SHEET t. -, , IRE: ENLARGED PLAN, .a n I DOOR (TYP.) ( I ■ 0- -t- � -- TILE OR VINYL WALL M I I WASTE RECEPTAC r �. }_ v A ELEVATION B ELEVATION I I s 2-0 DOOR (TYP.) % I I M DISPENSER w/ I I o r; - GRAPHICS FOR REFERENCE CO EKING REFER TO MTL STUD SCALES I/q' = 1 -O' SCALES I/4' = I'-0' - L WAIL I I ® r, - - - - - - - - - - - - - - - - - - - _ - - - - _ _ _ _ _ M I ACCESSIBLE f I M 0 c Q .. + . - : I I . I I Iz I I I . . I I - I : . I , , - , , ., , ,-::, � � , , ! , . I I , I -, � ` ^ ONLY -USE MFRS. , FINISH SCH. SHEET ry COVERING AND I I - 1 _ _ _ _ _ _ _ _ _ _ _ o _ _ _ r _ _ URINAL o I , STANDARD DESIGN. � ! W00D BASE / _ I I �, � I I o, -0 o m' �` I ■ - o ` I%'X 3%2'TRIM / I 9-3 AFF �s.®.® ®.s. .® I M I I I 1 BLOCKING TO j 8-0 AFF o -rn - - 1 1 '; 0 0 0 � ; x - MATCH TRIM o I I �_ \ +- i I CA r'' N � m � 3g/s I-S 5-O 6 I I 5-2 I s/8 3-2 3g(8 3-0 3 3-0 35/s 3-0 35j� 3-0 3s/8 3-0 35 8-4 3 '/ ' ,F 1 2 X 4 WOOD I I o I I ■ rA ©© BLOCKING 1 2 2 ■ I i I / ■ I I i I r I 1 '� 1 - J ,, .� I I _ _ _ _ _ _ _ _ _ _ _ I ACCESSIBLE STALL, o ' �' 1 1 I W/ 2-10 DOOR I 1 c. '- FULLY T I RE: ENLARGED PLAN, _ Ih 0 0 0 ■ v I-0 H.M. JAMB WITH �- ,� THIS SHEET ,- �- t . � � w WOOD STUD ANCHORS 1 / RECESSED DIAPER i1 •�� RECESSED I o ,"� z n / DISPENSER 1 N DISPENSER 1 ■ ■ r ■ �.. . ®. ® ■ ® ■ . .� ' 2 im WOOD DOOR \ \ I TABLE BY I 1 I I FULLY RECESSED ■ ­,6,- , ,,-1",4-�,.. I -' !,, ,I ",",, I I_`,__�",---177�`:�.. ­ ��,�. -_,7" ,I-".-�,"I.t,._, ,,', �, -`",`1I7,',�j',, I ,.''-- :,,I.': ,_ II ,r�I :,��,"I . ­t.-" 1,- 'l1"--_�:I1­�l .,.-,.,,1.-1, PAPER TOwE NAPKIN `+-- 9-3 AFF I I ' - `"_; `�' a = \ \ /I PAPER TOWEL I I I \ bci- -0 AF .I'1,­ '­-_, I ,', ,�I ��1 ,", 'If�'/'..I. 1, 1'­-'�-.II%-L. 1,-L . _ �­,­.I -�,"_I.;, I"1I , ,, ­ ":.,�,-�,,_1- I, ,-:,,,e,,"11,'"_I !1:--�'`, I,-,:1 I _;.�1e"",: 1. ''_ '",'.',, ,,;.,17:I':�- L ,--,.,�;­­.,I 1�,, �1-I '" I L . ,_,-1''-.I_-,.:-.- '.I-1L',�-'1 7;,,, "I ,_,,,,Lz,4I. .'- I_- , I -, I .. .I "",- IL"',� _­,,,'_ -­.'L" "'I, I o �, X / RECESSED VINYL WALL t1 I WALL © IRROR I 8 F DISPENSER W/ ��� I WASTE RECEPTACLE �,, ? y, �„ MIRROR TM, / MASH URN , !COVERING AND a1 I 1 DRINKING I I c.,- a , \ LAP R CHANGING , IRROR AND 1 1fl I I I o JAMB MIRROR TRIM �( WOOD BASE o I N I FOUNTAINS I • ' °' BY FIXT. CO. TABLE BY FIXTUR °' MIRROR TRIM I Ch I 1 1 I I I �, _ `. \ \ CONTRACTOR BY FIXT. CO. 00I 1 a I ® I I I `;' \ \ a E I I R ESSED I ACCESSIBLE ,�, I RECESSED 1 I " ,t' TOILET ROOM SIGNAGE TOILET DOOR & FRAME DETAIL n I I A H URN I SIGN REs I a 1 DET. •5 I ASH URN/ - - - 1 I I •. f7 - - - - - 5 N, T. S. 10405AI SCALE- I%2'=1'-0' 08210.02, " "' 1 I �, / �.maa.� I ■r. r■®.® ■® ■®■�-. ®.■—■®. O .®.®. �. a■®■®■.■ ®■ ®.. ■ . ®.�.® , ■ DIAPER CHANGING z TABLE BY J II e FIXTURE COMPANY J ~� HORZ. 3'X 3'X 8.800 . 18 GA. TOP STUD TRACK TILE ON WATER RESISTANT OUTSIDJ'FRONT 1-8 3% 10-8 3% 7-2 3'�/s 13-4t/2 3s/q 7-2 35/a 11_2 3s/s o 0 • -_ STL. TUBE WELDED WELDED TO STL. TUBE /2 G �P. BD. OFTALL REs DE D 14WOOD BASE L. v� ~ L. FULL TO YERTCAL r a u - STL. TUBE TREATED 2X4 WD. BLK'G 18 GA. TOP STUD TRACK ELEV��'O N ELEVATION z SCREWED TO VERTICALW. r- r: YERT: 3'X 35X 8.808 MTL. STUD 2'X2'X3'LG 18GA. ANGLE �+ _ D I . _ a a STL. TUBE CONT. SCALE: /, 1"�0 SCALE: /q r' 0 THRU FLR WELDED TO STL. TUBE AND TO w �, RE:DETS II&12 TOP STUD TRACK 1 ' L ro . . ,'L1-',,.,I -'- I ; 1,I1, lL-�-' .,.'S--, I._l',7.11.II I,'- II . -.- --- L 1.. ,-,_I.I - -1I.1.,1 I -1 I_II-I , I . _--I I .- .I I.IL I 11I 1 , . Ll.. L. I"I..I .III I .I... -I - 61I I-I _II '1 I_ . .I.1� ,­.-.-. Iu. L. I .LI �II) 1 . -.L , :.IL - I IL. . II,I II :I I .II L-FI3,I\\\\\ILI� JtvvXLI I,.I I- L3—.1--I 4 , I .8I I. . I1A IF1I IIAN. IlI S-\-I L* �I\I � .I . .- . \ . _I. :II )-I�\1,- , -. -' -I--- _ N7-.L-K--L --\--__-- /, _.— — .�.-\l,II I .-I,, . .I I --- .L.^ -1zI-_1 :_�I _ \___!_ L\?I.__f\t.___.-'_ _\).__:__ _II�:_I\ .:.:,_�\�_I---_�\-1.__I.y \\\\�\\\\'-,_t_z-�I _- -/z—l-w_..I I/I / I-� .- .r3I�. .-_-. . '-X. _- IIIIIIIIIIjI. IIIIIII.II.:II �IIIIIXIII "I�. 81 I .- --t�,I-.-:-'. . TOWARDS BACK OF STALL - I - - - - 1 SCALE: 1/4' = I'-0" CUT . IX4 - - - , HORz 2 2 I y - ._". -_Z '_,­, " , ,- -" �­I-.- I I1 I I ,I .I II , , . . .Iw. 1Ir"1-.1 1.1 - . I I I, - ­1I I" .I.I ---- . LI 0 I 1II1.I ..' I.. �1.I-. I. I % . . I I Il '.I�I: I --.- -. _-�7s - Z. *-.- TREATED WD. --.- - - - - - - - TUBE V BLK'G SCREWED r VERTICAL 31X 3'X 8.808 STL. TUBE BEYOND -- - - TO STL. TUBE CONTINUOUS THRU FLR. 1 - - - o ° o a W �' TILE ON y2 RE:DETS II&12 / ,o WATER RESISTANT ■ 7 35j�X 18 GA, MTL. STUD FULLY RECESSED , i GYP. BD. OPEN-, , WELDED TO STL. TUBE i PAPER TO�YEL DISPENSER. ALL COVERING 5 5-2 3s� r WALL BY OWNER I 3 j . --,. - COVERING ' -_ - o BY OWNER OPEN TO '�' I L TOILET PARTITION DETAIL TOILET PARTITION DETAIL W ABLE BY�FIXTURE DIAPER LOUNGE o M ACCESSIBLE I-4 3-4 1-7 ' . 7 SCALE: 3' = 1-0 09310.15 8 SCALE: 3: = I`-0' 09310.16 i CONTRACTOR. TABLEiNG ,'STALL , 1 N \ , ACCESSORIES GENERAL NOTES „ I z W RECESSED o 3-0 "I oIi o J � NAPKIN - I. TREATED 2X8 WD. BLK'G SCREWED TO � o1I rr'`- . .HORZ STL. TUBE C3%X 18GA. MTL. STUDS WELDED TO M cfl I- 01 z W J CUT TILE WITH BULL NOSE EDGE DISPENSER MTL. STUDS AT EACH SIDE ,FOR EACH . I CL �- ABOVE STL. TUBE AND TO TOP AND BOT. TRACK I - VO) of zI- � 'Ll . ON /2 WATER RESISTANT GYP. BD. END OF ALL GRAB BARS t� w AND OTTOM TRACK 2. NAPKIN DISPENSER/DISPOSAL UNITS AND I I C NL N c�U- C3%X 18GA. MTL. STUDS PAINTED WOOD BASE PAINTED WOOD SASE FOLDING PURSE SHELF LOCATED WOMENS 3-6 5 _ 0 WELDED TO REINF. TUBE •AND TO TOP RE:DET 14 RE:DET 14 5-3 /8 C.L. OF STL. TUBE I�rl 4 ONLY. I M to �♦q CUT TREATED AND BOTTOM TRACK `P+ Vl • X 4 WD. BLK'G 3. RECESSED ASH URN TO BE PLACED ACCESSIBLE SCREWED TO TREATED 2 X 4 WD. BLK'G &SCALE LEVATION ELEVATION E TNEAR ENTERANCE DOORS SEE PLAN AND LAY. UNIT 7-1% STUD/STUD I I ELEVATIONS FOR LOCATION. t MTL. STUD . SCREWED TO MTL. STUD : I/q' = I'-0' DSCALE:I/q° = I`-0' DSCOLE /q' = I' °° 0 DOOR SUPPORT II z STRIP (BY VERTICAL 3'X 3'X 8.809 STL. TUBE a "' n FIXTURE C0.) CONTINUOUS THRU FLR. oil ® j `D RE:DETS 11 & 12 0 z F- m - - - - - - - - - - - • 1 0-, i 1 ® o SEATY CO ER DIE PENSERT — 9 THRU •FLR.80 STL. C%j ? (THIS LOCATION ACCESSIBLE f -.j. TUBE CONTINUOUS RE:DETS 11& 12 2 I 4 3 I L STALL ONLY.) I N TREATED 2 X 4 WD.FBLK'G L CUT TILE WITH BULL NOSE EDGE 1 SANITARRY NAPKIN ) I e SCREWED TO MTL. STUD ON %2' WATER RESISTANT GYP. BD. a 9 D SPOS L WOMENS ONLY I - I I rn . TOILET PARTITION DETAIL TOILET PARTITION BRACE DETAIL 2-2 FIN. OPENING a 9 SCALE: 3' = I-0 09310.17 I® SCALE: 3' = I-0 09310.19 / � /-_2'_IO° DOOR - - 2'-0' DOOR- - I-7 I-9 I-4 `~" ACCESSIBLE j / / / / / / FOLDING - - - - - - - - - - L - - 4 URINAL m MIRROR AND / MIRROR AND / / MIRROR AND / / PURSE 3-0 FIN. OPENING 1-g N t ®5 ';'; MIRROR TRIM / MIRROR TRIM/ MIRROR TRIM �'a VERTICAL 3'X 3'X 8.806 STL. TUBE 84 REINF. BAR WELDED Tpp VERTICAL 3'X 31X 7-6 STL. ANGLE //BY FIXT. CO. / BY FIXT, CO. 0 / BY FIXT. CO. /SHEL o 3-2 WIDE W/ C.L. OF STL. T BE. 2 WELDED FULL TO HORZ. STL. ANGLES STL.TUBE 6' (LOCATE AT END OF EACH TOILET °p / / N /� �A, � �, i CCESSIBLE 1 GRAB BARS cU // / AVATORY U I °L SANITARY NAPKIN I PARTITION AND AS INDICATED ON PLANS) o UPPER LEVEL ONLY, —� DISPOSAL , ,n ,� „� I ALL CONCRETE DECK - o° o - o G AB B (WOMENS ONLY) i MTL. FLOOR DECK ° ° o , _ _ _ ___ _ = - PAPER DISPENSER 4 C' , ;� e , DUAL TOILET FULLY RECESSED '" TOILET SEAT 3X5X�/4X 1-0 LG STL. ANGLE ) COVER DISPENSER m ACCESSIBLE WELD 3�/a X 18GA. WELDED TO MTL. FLR. DECK x r't (TYPICAL) v> LAV. UNIT MTL. STUD HORZ. (PLACE STL. ANGLES PERPENDICULAR l' AT 2-0 O.C. VERT. TO RIBS OF DECK) w ,D TO VERTICAL STUDS n m L r to r I CONTINUOUS VERTICAL STL. ,� GE LEVATION '� PURSE SHELF "" TREATED 2X8 WD. BLK'G ® i II TUBE WELDED TO STL. o ° KEYED JOINT FOR SCALE: I/q' - 1'-0' (WOMENS ONL) SCREWED TO MTL. STUDS Q ' BLOCK -OUT ENDEOFHALLD CRABRBARSH z IIo ANGLE BETWEEN JOISTS. o "' Fl �1 '�' 1 I � • 3X3X/4 STL. ANGLE WELDED. _ - - ° o I I I I U- !n _ TO BOTTOM CHORD OF JOIST I f' ° , o I I I I I I FULLY RECESSED TOILET o .1' o Job No. 90079 AT EACH END. SEAT COVER DISPENSER - 1-0 DIA. 1-0 DIA. CONCRETE FTG AT 2 7 - - - - - Date APFUL; 7993 :; (THIS LOCATION ACCESSIBLE �' I1 <' EACH BRACE AT LOWER LEVEL STALL ONLY.I 11 a w a r z 3-2 STUD/STUD 35/s 3-0 STUD/STUD 35/s $-4 STUD/STUD Revisions W_ _u m 2 0 TOILET PARTITION BRACE 0 UPPER LEVEL TOILET PARTITION BRACE DETAIL Z 'Wo o II SCALE: I' = I'-0' 05500.19 12 SCALE: P = I-0 05500.20 No. Date OPEN ISSLE SHELL 5 6 94 I WELD 3 /s x I8GA, , ' OPEN TO EXIT & MTL., HORZ. C SSI L DIAPER CHANGER AT 2-0 O.C. VERT. 4 3 ,` I NOTES r 35/8X20 GA. METAL STUDS STAL ,' / ,' / ,' / ,' / ,' / n TO VERTICAL STUDS I LENGTH EQUAL a 169 D.C. / / ON `.I TO DOOR OP`NG. o ACCESSIBLE WALL COVERING WALL COVERING o WK)TH o . . ;.t 'w ` \� \ \ \ \ \STALL BEYOND BY OWNER BY OWNER ' DOOR M SCHEDULE - _ \ ` 1 ' BEVEL` EDGES %2 GYP. BD. ` ` ` EACH ,SIDI_ (TYPa ` PAINTED FdARBLE.THRfSHOLD W000 BASE BYOTHERS H %'X ,' II 12 PAINTED WOOD BASE Sheet �' - �I i� Sk vt 1ASE RE: DE. 14 . ( .T I T° I I L ELEVATION STUD TRACK SCALE: I/4' = I"-0' SCALE: 1 /2" 1`-0" 4 i I , 'F f .. THIN SET CERAMIC '. I �'* TILE FLOOR . II T MARBLE .THRESHOLD j WOOD BASE DETAIL Of , 13 SCALE: N.T.S. ? - 09310.08 14 SCALE: HALF SIZE 06400.01 . t Drawn y Checked by ,� �, . { x ,, : 4 .,;„ 4 ' - .. }7 f f . t .. ..... - ,.. , , _ ,. .. .. ,.. ." (:I I I I I I �. I r , t . k t. t _. t _. _, _- __ , _-. _. , , .:f EXTRUDED ALUM. RETAINING RING' f: f-..i IGNS OFOR AND OVER %a FOR SIGNS LESS THAN 3-0 NOTE: 1) REFER TO SIGN SHEET FOR FACE COLORS 2) WHERE BRONZE IS INDICATED USE 2412 BRONZE ACRYLIC OVER 2159 OR 2447 WHITE ACRYLIC 3) WHERE WHITE IS INDICATED USE SINGLE PLASTIC LENSE 7328 WHITE ACRYLIC f 7' FOR SIGNS 3-0 AND OVER r 51/2, FOR SIGNS UNDER 3-0 t CONTINUOUS ARC WELD NEOPRENE GASKET PAINT INSIDE OF SIGN PANS WHITE NEON TUBE STANDARD TUBE SUPPORT 0 ADJUST FOR EVEN' LIGHT DISTIBUTION ON SIGN EXTERIOR INSULATION AND `'�`' FINISH ''"" LETTEI PAINT MATCH %w CA[ BOLTS 2 X 2 X GALVANIZ WITH SLO ON ONE I 014 SCALE: HALF SIZE SCALE: HALF SIZE J 5%Z r /2 7' 7' /L VII ..11 IL-^ I I IIJIV GENERAL NOTES SIGN SCHEDULE I. SIGN CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS, PAY ALL NECESSARY 4 FEES AND COMPLY WITH ALL THE APPROPRIATE LOCAL CODES AND ORDINANCES THAT APPLY TO THE INSTALLATION OF THE NEW DILLARD'S SIGNS. 2. SIGN CONTRACTOR SHALL FURNISH AND INSTALL METAL SIGN PANS WITH ONE PIECE ACRYLIC FACES AS INDICATED ON THE DRAWINGS. LETTERS SHALL CONSTRUCT THE WORD 'DILLARD'S' AND BE OF SIZE AS INDICATED IN SIGN SCHEDULE AND PROPORTIONAL TO THE 7'-0' HIGH TYPICAL SIGN LAYOUT INDICATED BELOW. 3.''ALL SIGN UNITS SHALL BE INSTALLED PLUMB, LEVEL, SQUARE, AND IN PROPER PLANES WITH OTHER WORK. 4. 1METAL SIGN PANS SHALL BE CONSTRUCTED FROM 0.090 ALUMINUM, AND STRUCTURED TO SUPPORT A WIND LOAD REQUIRED BY THE AUTHORITY HAVING JURISDICTION OVER THIS WORK. 5. ALL ALUMINUM SIGN PANS SHALL BE DEGREASED, ETCHED, AND PRIMED PRIOR TO PAINTING OF THE SIGN PANS WITH TWO PART ACRYLIC POLYURETHANE PAINT AS MANUFACTURED BY MATTHEWS. COLOR OF EXTERIOR SIGN PANS TO BE DARK BRONZE (41-313). COLOR OF INTERIOR SIGN PANS TO BE DARK BRONZE (41-313) . INSIDE OF ALL SIGN PANS TO BE PAINTED NATURAL WHITE ( 42-202 ) TO OBTAIN MAXIMUM REFLECTANCE. 6. ALL SIGN PAN JOINTS SHALL BE HELIARC WELDED. NO POP RIVETS WILL BE ACCEPTED. 7. ANCHORAGE SHALL BE ACCOMPLISHED AS INDICATED OR IN MANNER THAT IS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION OVER THIS WORK. ALL ANCHORAGE SHALL BE 2 x 2 x 3/8 GALVANIZED STEEL ANGLE CLIPS WITH ONE LEG TO HAVE A SLOTTED HOLE AS MANUFACTURED BY F & J PRODUCTS OF HOUSTON,TEXAS AND PAINTED WITH TWO PART URETHANE TO MATCH THE SIGN PANS. 8. RETAINING RING FOR ACRYLIC FACES SHALL BE CONSTRUCTED FROM EXTRUDED ALUMINUM. NO 'TRIM CAP' WILL BE ALLOWED ON EXTERIOR OR INTERIOR SIGNS. 9. ALL EXTERIOR SIGNS SHALL BE INTERNALLY ILLUMINATED WITH 15 MM WHITE NEON TUBING AND THE TRANSFORMERS MOUNTED INSIDE THE SIGNS AND HAVING A 30 MA HIGH POWER FACTOR AND UL RATED. 10. ALL INTERIOR SIGNS AT MALL ENTRANCES SHALL BE INTERNALLY ILLUMINATED WITH 15. MM WHITE NEON TUBING, TRANSFORMERS MOUNTED REMOTELY, AND HAVING A 30 MA HIGH POWER FACTOR AND UL RATED. 11, THE FACE OF SIGNS 7-0 OR LESS IN HEIGHT SHALL BE CUT FROM ONE PIECE ACRYLIC AND THE THICKNESS OF THE ACRYLIC SHALL BE 3/16 INCHES WHEN A SINGLE FACE IS REQUIRED AND THE THICKNESS OF EACH PIECE OF ACRYLIC SHALL BE 1/8 INCHES WHEN A DOUBLE FACE IS REQUIRED. 12. SIGN CONTRACTOR SHALL PROVIDE FULL SIZE TEMPLATE TO GENERAL CONTRACTOR SO THAT ANCHORAGE AND ELECTRICAL OUTLETS MAY BE ACCURATELY PLACED. 13. SIGN CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR ALL POINTS OF ANCHORAGE TO INSURE PROPER MOUNTING OF THE SIGN PANS TO THE STRUCTURE. 14 BEFORE SEE DET, N0.1 ABOVE 4MOUNTING SIGN PANS, SIGN CONTRACTOR SHALL VERIFY LOCATIONS WITH ' SEE DET. NO.1 I ARCHITECT. ABOVE SIMILAR 15. SIGN CONTRACTOR SHALL VERIFY IF DISCONNECTING MEANS AT EACH SIGN CARRIAGE BOLTS OR LAGS AND LETTER IS REQUIRED BY LOCAL CODES. SIGN CONTRACTOR SHALL PROVIDE 7 M SHIELDS (AS REO'D BY GENERAL SNAP SWITCHES FOR EACH LETTER FOR DISCONNECTING MEANS WHEN REQUIRED. t CONTRACTOR- SEE DETAIL 2 ABOVE ALUMINUM SPACERS V2' THINWALL CONDUIT W / E M T CONNECTOR FACE OF WALL GLASS TUBE LINER 15,000 VOLT G T 0 CABLE w ELEC. CONDUIT AND OUTLETS z BY ELEC.CONTRACTOR V) V) Q r a. NOTE: w a LOCATE TRANSFORMER BELOW a cz_a CEILING IN DOOR CLOSET y. OF MALL ENTRANCE SLIDING U "' FACE OF STUD ' DOOR r v r SINGLE PLASTIC LOUVERED 24 GA. GALV. Q TRANSFORMER WITHIN LETTERS FACE: •7328 TRANSFORMER AND WIRE GALV.STEEL CLIPS WHITE ACRYLIC WAY BOX 'PLASTIC FACE AS REO'D { REMOVABLE BACK ' SEE DET.2 ABOVE SIM. 2' X 2' X1/4' ANGLE CLIP 1/4' DIA. BOLTS OR LAGS AND SHIELD AS REO'D WEEP HOLES t SECTION -- THRU SECTION ® THRU A } rsaa INTERIOR SIGN LETTER EXTERIOR SIGN LETTER 1 �•y4 T'l tr. r SCALE: 1 1 /2 ' = 1'-4' SCALE: 1 1 /2 „ = 1'--V xh k a Ia 7i dt� r 36-0 ,r f ;i• y t k5. J Q. -4 w w [D w >. m Q Z V r IC i TYPE NUMBER OF NEON TUBES EXTERIOR INTERIOR W PER LETTER W = W wU U U W LJU U U z w C� z w D 0 ow Nw zo- �r Zr o= =.0 rr w= �c� Lur —� zU o ow V1w zo- Z>- o= =U rr wac �r Q[ =U o 9 V) 2 J z �• F— 1— Ca Q C' Q r Q Z = jx}. F— {— co xC) (7 Q � Q 2-010-3 2 2 2 2 12 2 2 2 2-612-10 2 2 2 2 2 2 2 2 3-0 15-5 2 2 2 2 2 2 2 2 3-618-0 2 2 2 2 2 2 2 2 4-OPO-6 3 2 2 2 2 2 2 2 4-6 23-1 3 2 2 2 2 2 2 2 5-0125-8 3 2 2 2 2 2 2 2 6-0 31-10 3 2 2 2 2 2 2 2 7-0 6- 4 3 3 3 3 3 3 13 ® 8-0 41-0 3 A 0 16 4 4 4 4 4 4 4 9-0 46-3 6 4 4 4 4 4 4 4 10- 51-5 6 4 4 4 .4 4 4 4 *TRANSFORMER TYPES: A = FRANCE INDIVIDUAL PLASTIC LETTER TRANSFORMER B = FRANCE HEAVY DUTY TRANSFORMER NOTE: ABOVE LAYOUT IS FOR A 7'-0' SIGN. OTHER SIGN LETTERS ARE PROPORTIONAL a TO THIS SIGN TYPICAL SIGN LAYOUT i - SCALE: 1a = 1'-0' i 1 e ki 1 RE: MALL ENTRANCE ELEVATION SHEET RE: EXTERIOR ELEVATIONS SHEET I C .. L; S fc • 1 1 Sy. EXTI MET ". • 3 x AT >,. CONCRETE GRADE REAM SCHEDULE MARK WIDTH DEPTH REINFORCING REMARKS TOP BARS MID BARS BOTT. BARS STIRRUPS GB -I 24' 24' 2-87 2-87 83 a 24' RE: 3/SI GB-2 24' 24' 3-07 3-87 03 a 12' RE:4/SI GB-3 36' 24' 4-27 4-87 84 a? 12' RE:10/S2 GB-4 48' 24' 5-87 5-87 03 ea 24' RE. 3/SI SIMILAR GB-5 24' 24' 5-08 5-88 13 az 12' EXT'D. REINF. THRU FOOTINGS Ar+ 11 MALL COL. PLAN PLAN PROVIDE BLOCK -OUT NOTES IN SLAB AROUND 5-3 LIVE LOAD - - - - - - 75 PSF LINE DILLARD'S FIN. SLAB ALL COLUMNS - WIND ( VELOCITY = 100 MPH, H=44 FT. Z=18 FT, X=36, P=29 PSF ) IS I' HIGHER THAN ( TYP. e EACH COL.) MALL FIN. SLAB TYPE XX N FRAME WALLS F UPLIFT (GROSS/NET) ZO E RA E �,- R00 U L MALL FLOOR I I as o SLAB AND DI LLARD'S F.S. 4n FIN. SLAB --- -- - - - - - -- AND FTC. (N.LC.)I I I EL.= 100-0Cc II I N II I�1 II I x N 83 x 2-0 I � A I= CONTROL JOINT OR AT 4$' c/c I CONSTRUCTION JOINT oo 4 GRADE BEAM RE:SCHEDULE PROVIDE ANCHOR BOLTS FOR SIZE & RIENF�/ WITH 2 NUTS & 4" HOOK COLUMN EASE DETAIL SCHEDULE BASE 1p.. MARK - BASE PLATE ANCHOR BOLTS REMARKS THICK B D A -I I' I I' 1-6 4 - I' � A-2 I' 9' I-4 4 - I' cp E-I REF. PLAN 8 - I' � SECTION -t�- q CONTRACTOR NOTE: SEQUENCE OF CONSTRUCTION THE FOLLOWING SEQUENCE OF CONSTRUCTION SHALL BE FOLLOWED TO MASONRY SCREEN WALL MASONRY SCREEN WALL RESIST THE LATERAL THRUST OF BACKFILL ON THE BASEMENT WALL. RE: ARCH. DWG0S. RE: ARCH. DwG'S, I. CONSTRUCT FOUNDATION , FOOTINGS AND BASEMENT WALL, 0 IT 2. ERECT SUPERSTRUCTURE FRAMING. FILL CELLS W/GROUT FILL CELLS W/GROUT 3. ERECT K-BRACING , COMPLETE ALL BRACE WELDS , INSPECT CRITICAL WELDS. -I-- q) o COL. BEYOND 4. POUR AND CURE LOWER AND UPPER LEVEL FLOOR SLABS.. r'. I-9 5-0 5 T 12' = 5-0 �- a 5. BACKFILL BASEMENT WALL. o cn -x o N C a q _ ° 83 CONT. 83 CONT. co FIN.SLAB. LINE VERT. REINF. �' 7 I PIPE SLEEVES PIPE GUARD C8xl 1.5 VERT. REINF. FIN.SLAB. LINE " o FIN. SLAB i REF. ARCH. DWGS. REF.ARCH. EL. SLAB rr/ y2'� x 6' LONG ELEV.= 117-6 "4's * 16' c/c ELEV.= 117-6 4's 16' c/o CONCRETfiE NOTES _ -� EL. - 100.0 ANCHORS a 12 c/o 04 x 4'-0 DOWELS C o ai 16' c/c I. DETAILING , FABRICATION , PLACING OF REINFORCING STEEL COMPLY WITH >1 � � • •4 x 4'-0 DOWELS ACI' STANDARD OF PRACTICE.° cn p '� �e • I' • cp co a 16' c/c ao o O � TYP. 1' 3 BAR 2. REINFORCING STEEL :ASTM A615 -GRADE 60' : DEFORMATIONS TO COMPLY TYP. EA. TREAD WITH ASTM A305Xj . TOOLED JT. I M { '3 Q 18° H. 3. WELDED WIRE MESH : NEW MATERIAL: FABRICATION TO COMPLY WITH ASTM AI85. (SAFETY •3 18' H. a 03 a3 12' v, LNOSING " 03 I2' v. C CATCH BASIN •3 a� 18' V. '3 a 18' V. 4, CONCRETE 28 DAY STRENGTH a •3 a� 18' V. _ FOOTINGS WALLS AND GRADE BEAMS- - - - - 3000 PSI ■3 Q 12■ TYP. ti '3 Q 12' H. I RE: ARCH. DWGS. ' 3 18• V. - B.E.W. �, 1: 'n " ° 3 a 18' H. RE: ARCH. DWG'S ELEVATED FLOOR SLAB - - - - - - - - - - - -3000 PSI /4 3 a 12 V. w FOR CURB GROUND FLOOR SLAB - - - - - - - - - - - - -3000 PSI "3 12'H. 03 @ 1$'H."' 00 2 CLR. o I_6 TRUCK RAMP-----------------3000 PSI v CLR �, SLOPE ' . 7-0 (VERIFY) TRUCK RAMP a �, Q0 �. 4' 24 x 24 4 v 3 a 12' H. ---___ _ o " 1-8 8' 8' 1- 10 ' TO DRAIN RE: ARCH. DWGS. > (VERIFY) 3 12' H. CONCRETE NOT MEETING STRENGTH REQUIREMENTS MAY REQUIRE REMOVAL p �. � GRATE 0 RE: FOUNDATION v 00 SIDEWALK 2 - 4 CONT. PLAN FOR REINF. '3 a: 12' V. AND REPLACEMENT . 2' I� 6' THK. SIDEWAL �� -- 5. CURE ALL CONCRETE MINMUM OF 7 DAYS METHOD AS PER SPECIFICATIONS. CLR CLR. �4 0 12' H. & V. SLOPE L� a - �' { 03 24' 04 D 12' c/c 6. CONTRACTOR :CHECK ALL DIMENSIONS AT BUILDING SITE. TO DRAIN ` i ' ' 7. ALL REINFORCING STEEL AND W.W. MESH : ADEOUATELY SUPPORTED ON _ 0 ANCHOR BOLTS t --�-�- �---q- 5 4 CONT. CHAIRS ,SPACERS ,SUPPORTS TO COMPLY WITH ACI-315. . '3 az 12 . a - - `- AT 12' 0/0 / 8. DOWEL INTERSECTING WALLS , BEAMS , OTHER CONCRETE ELEMENTS WITH DOWELS o, 704 Q 12' C/C t OF SAME SIZE AND SPACING AS HORIZONTAL STEEL IN CONNECTING MEMBER. - EACH WAY ; { { 9. PLACE 2-Ox2-0 CORNER BARS AT ALL CORNERS IN WALLS AND BEAMS. I o 5 - 03 CONT. oI SIZE AND SPACING : SAME AS HORIZONTAL STEEL. 5-"3 CONT, = 10. CONSTRUCTION JOINTS IN SLAB AND BEAMS : AT CENTER OF SPAN OR ' 3 Q 12' - co _ I �. 3-0 OR POINT OF MINIMUM STRESS . I L EXPOSED JOINTS . EDGES OF CONCRETE WALLS s FORMED WITH I�/2' CHAMFER. 3-0 5-03 CONT. CONT. FTG. a I J 8' 2-0 8' 1-6 8' 10' 10' 8' 1-6 12. EXPOSED CONCRETE SURFACES : FORMED WITH PLYWOOD OR METAL FORMS. SIDEWALLS I 3-0 3_0 13. LAP BARS 36 DIAMETERS , EXCEPT AS SHOWN OTHERWISE: MINIMUM OF 12 INCHES. 1 LAP 'W.W. MESH MINIMUM OF 6 INCHES AND TIE. 14. SEE ARCHITECTURAL , MECHANICAL , ELECTRICAL DRAWINGS FOR INSERTS DETAIL OF STEPS AT TRUCK DOCK 6 TRUCK DOCK DETAIL IN OR PASSING THRU CONCRETE ELEMENTS. 5 15. CONTRACTOR s CHECK AND VERIFY ALL DIMENSIONS AND LOCATION OF DEPRESSED SLABS WITH ARCHITECT. . 16. GROUT COLUMN BASE PLATES WITH 1�/2' NON -SHRINK GROUT. uj STEEL NOTES I. STRUCTURAL STEEL: ASTM A36 UNLESS OTHERWISE NOTED , DETAILED , Lu REINFORCING SAME FABRICATED , ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. SIZE AS GRADE BEAM 2. SHOP CONNECTIONS: WELDED E70 ELECTRODES RE: SCHEDULE - - -- - - - TOP OF GRADE BEAM X 3. SHOP PAINT STRUCTURAL STEEL: NO SHOP PAINT REOUIRED EXCEPT WHERE PLANS INDICATE STEEL EXPOSED TO WEATHER , SUCH AS , LINTELS , JAMBS AT TRUCK uj • � TRUCK DOCK , ETC.: STEEL ENCASED IN MASONRY ,STAIRS. 1�. 4. FIELD CONNECTIONS: TYPICAL A325N BOLTS W/ TENSION INDICATOR TIPS, �► - - - �`� 1.110" 7. 1 = TIGHTEN 70% MIN. TENSION. EXCEPT WHERE NOTED OTHERWISE. THREADS IN SHEAR - - - - a u PLANE PERMITTED. E60 ELECTRODES FOR FIELD WELDS. ^ " i MIN. `^ 5. STEEL JOIST: COMPLY WITH STEEL JOIST INSTITUTE SPECIFICATIONS. ad LL BRACE (BRACE CAMBER: MAX. STANDARD CAMBER. SHOW ALL JOIST CAMBERS ON SHOP DRAWINGS. Z( 2x2x3/16 (_ �/� JOIST REINF. - - - - _ �( 2x2x 6. JOIST BRIDGING: SIZE AND LOCATION AS INDICATED ON PLANS. INSTALL ALL L - 2x2xY16 ® BRIDGING PRIOR TO WELDING DECK. PIPE SLEEVE 7. WELD JOISTS AND JOIST GIRDERS TO SUPPORT STEEL AS FOLLOWS s J LILI - - - - - - - - - - - - - - A. 2 X PIPE SLEEVE DIA. EQUALS MEMBER TOP CHORD BOTTOM CHORD SECTION X-X OUTSIDE DIA. X t9 PIPE O.D.+ P ■ , ROOF OR MINIMUM K JOIST 3S6 x 2 EACH SIDE NONE 0 FLOOR JOIST I WHEN PIPE IS BELOW BOTTOM 'K' TIE JOIST 3S6 x 2 -EACH SIDE Ys x 2 EACH ANGLE Z 0 X - 6x6xyr, CONT. I I 2(- 4x4x3/16 CONT, OF G.B. ,ENCASE PIPE WITH LEAN 'LH' JOIST Y* x 3 EACH SIDE NONE U. j vis 4 4x4x% I I FIELD WELD TO TUBE COL. � WITH �6'+ HOLES CONCRETE 9' WIDER THAI`i PIPE 'LH' TIE JOIST M6 x 3 EACH SIDE �f6 x 3 EACH ANGLE 2(. LD W : I AFTER DEAD LOAD APPLIED 1/2-0 z FIELD WELD /4' CAP �,• I I I I FOR SAG RODS SLEEVE EACH SIDE X C.B. WIDTH 'G' JOIST GIRDER 3f6 x 4 EACH SIDE 3k x 4 EACH ANGLE RECT. TUBE TO ROOF OR FLOOR 8. JOIST LOADS 200 POUNDS OR MORE TO BE SUPPORTED AT JOIST PANEL POINTS Lu - IOx4x�6 I � I I / - IPER DOOR ONLY OR REINFORCE CHORD FROM LOAD POINT TO NEAREST OPPOSITE PANEL . 2 PER ENTRY I I SAG ROD & I I POINT WITH FIELD WELDED ANGLE. i TUBE IOx4x5/16 I DETAIL OF PIPES THRU GRADE BEAM 9. ROOF DECK AND STEEL FORM AT FLOOR: PATTERN , SIZE , GAGE AS PER PLANS. RT L REF DESIGN . DATA REF. � COL. & FTG. BEYOND (� COL. & FTC. BEYOND EXTERIOR FACE PLAN SPLICE METAL STUDS COLUMN PLAN L/2 SPACERS BUILDING DESIGN CODE 1991 SBC EA. FACE STEEL DESIGN CODE : 1989 RISC COLUMN ,BASE PL. & ANCHOR t WT8xI8 .� CONCRETE DESIGN CODE 1989 ACI BOLTS AS NOTED (RE: PLAN 36 X BAR DIA. IOR FACE DETAILS & SCHEDULES) ® T STUDS I REINFORCING FIN, SLAB 8' I ( I FIN, SLAB I AS SCHEDULED I ELEV.100'- 0' I 8' I I I FIN, SLAB FOUNDATION DESIGN CRITERIA ELEV, 100'- 0' c 83 x 2-0 + # INVESTIGATION BY s MORTENSEN ENGINEERING, INC. & ANDERSON ENGINEERING CONSULTANTS, INC. c� II BEARING STRATA BE S COMPACTED SANDY FILL 0 6 MIL POLYETHYLENE � ( � o -�� B I VAPOR BARRIER ON II II v i II I II 4' SAND CUSHION II II I I v v STIRRUPS TYP �/4 ii BEARING SPREAD FOOTINGS DESIGNED FOR 3500 PSF, II II II II w 2' 2• RE: SCHED. JUST PRIOR TO CONCRETE PLACEMENT, EACH FOOTING I ( L3 II EXCAVATION SHALL BE RECOMPACTED TO A MINIMUM w I I L SPREAD FTG. v COL. BEYOND = L_ 1 I cc CLR CLR !� �J �s ®� REs FTG. SCHEDULE FOR o 0 0 0 0 0---�----� 5/� II o _ OF 98% OF ASTM D-1557, TESTED TO A DEPTH Js II OF 2 FEET BELOW THE EXCAVATION BOTTOM. T- I PL./Zxl6xl-8 v v I SIZE & REINFORCING � - � ail STIRRUPS AS r,, WIDTH JUST PRIOR TO CONCRETE PLACEMENT FLOOR SLAB -0 SCHEDULED �' � RE: SCHED. �' � II SUBGRADE SHALL BE RECOMPACTED TO A MINIMUM � EXTERIOR REs GRADE BEAM SCHEDULE c/c 36 X BAR DIA.- II II OF 98% OF ASTM D-1557, TESTED TO A DEPTH GRADE BM. FOR SIZE & REINFORCING REINF.- RE: SCHED. + + + 2 It. Ix8x3-1 SPREAD FOOTING SPREAD FOOTING , RE: SCHEDULE R RE, S HEDUL FOR m II II OF I F00T. EXTERIOR INTERIOR SIZE & REINFORCING ELEVATION SIZE & REINFORCING I + fi + + li 2It. IxI1x5-3 II j I I LOADIN13 CRITERIA TYPICAL FOUNDATION DETAIL TYPICAL GRADE SEAM DETAIL SECTION 5/i6 II II ROOF 0 II II I DEAD LOAD TYPICAL- - - - - - - �0 . PSF v LIVE LOAD s TYPICAL- - - - - - - 20 PSF I TYP + + VALLEY- - - - - - - 25 PSF Qm BUILDING LINE I (L DILLARD'S COL. • } FLOOR t CONC. BLK,) RE: REs NOTE: I %2 6 4-0 6 1 %2 - RETAIL SALES : DEAD LOAD- - - - - - 60 PSF SPREAD FOOTING SCHEDULE MARK SIZE BOTTOM REINFORCING EACH WAY (U.N.O.) REMARKS LENGTH WIDTH DEPTH 4-0 4-0 4-0 24' 5-66 5-0 5-0 5-0 24' 5-•6 5-6 5-6 5-6 24' 6-66 6-0 6-0 6-0 24' 6-26 6-6 6-6 6-6 244 7-66 7-0 7-0 7-0 24' 8-06 7-6 7-6 7-6 24' 8-87 I I I I I I DETAIL ,FABRICATE AND ERECT EACH SHEET TO BE SUPPO ED ON MINIMUM OF 4 JOIST. ERECTION WELD PATTERN AS NOTED. - j- I I I I I 10. STRUCTURAL STEEL TOLE14ANCES: AISC STANDARDS SAC RODS • PLAN REQUIRED AT 1/4 I A, 4x4x%xO-8 POINT OF SPAN LIGHTWEIGHT STEEL FRAMING NOTES BLOCK -OUT ■� I I I I. MANUFACTURE ALL COMPONENTS IN ACCORDANCE ASTM C-955 OF FOR BOLT EXTERIOR VESTIBULE SALES FOLLOWING MATERIALS: ' INSTALLATION I I I I A. 16 GA. AND HEAVIER COMPONENTS FORMED OF ASTM A-446 RECT. TUBE COLUMN I STEEL , MIN. Fy = 50ks1 IOx4x'/6 (REF, PLAN) I - - - - - - - - - - - - - - TYPICAL B. 18 GA. AND LIGHTER COMPONENTS FORMED OF ASTM A-446 2 PER DOOR SHIM IF REOUIRED 2-0 CORNER BARS TYP. CONT. BAR SPLICE STEEL , MIN. Fy = 33ksi 4 PER ENTRY I EL. = 8-4 REs TYP. G.B. DETAIL80LT & FIELD WELD AFTER ELEVATION VERIFY 4 4x4x/xO-8 2. FINISH: SHOP APPLIED COAT OF RUST INHIBITIVE PRIMER. GALVANIZED VERIFIED COATING COMPLY WITH ASTM A-525 . G-60. 3. MINIMUM PROPERTIES , MIN 15/g' FLANGES: 4 4x4x%xO-8 NOTE: 4 3 -Y4'1 BOLTS CONTRACTOR VERIFY - BEFORE FABRICATION � � MEMBER I , to S. in I I I n _ C6x18 2.20 0.75 N I I1.10; 2' CL. 2-0 2-0 C8x18 4.50 I I TYP. 4. ERECTION: REFERENCE ARCHITECTURAL PLANS FOR CURTAIN WALL FRAMING. _ B.R./z' x 10' x I-4 . CONNECT FRAMING COMPONENT WITH FIELD WELD OF AWS 6013 OR 7014 RODS. 4-/2 � x 8' LONG ' S tH W c/o I I DEPRESS SLAB I I ANCHOR TRACKS TO CONCRETE WITH ICBO APPROVED FASTENERS , SPACING 5 x 2-0 LG. � I2' c/c EACH WAY FOR FINISH •5 a1 12' c/c SMOOTH BAR GREASED. I I I I NOT TO EXCEED 32'c/o NOR RATED WIND SHEAR. WELD CURTAIN WALL TO I EXPANSION BOLTS ,CENTER ON JOINT. TOP & BOT. REs ARCH. DWGS. EACH WAY TOP & BOT. EDGE ANGLE AT EACH STUD. PROVIDE BRIDGING AT 4-0 c/o , WELD TO EXP. JOINT r Z _ SLOPE ,� I •3 Q 12' c/c I 12' TYP. EACH STUD. •°, ., EL.= 0-0 RE: ARCH. DWG'S� g REs ARCH. DWGS. I I 1-fi I 5. OPENINGS: TYPICAL PLAN DETAIL OF REINFORCING SPLICES ,. s .. • JAMBS: DOUBLE STUD JAMBS AT OPENING GREATER THAN 2FT. �2 HEAD: DEEP LEG TRACK ( DLT W/ I�/4'FLG.) AT OPENING UP TO 4-0. Job NO. 90fl79 I.�AllI EL.= -0-8' - - r'�'-' - - COMBINED SECTION STUD + TRACK AT OPENING 4-0 TO 8-0. Date N1AY 1884 II IIVOID GRADE BEAM II II RE: ARCH. DWGS. 1-6iYPCALFORMS REINFORCED MASONRY NOTES Revislans ' FOR SIDEWALK T No. Date MIN. 3-0 I I I 3-O 1. CONCRETE MASONRY UNITS , CONFORM TO ASTM C90 , TYPE 1, GRADE N ISSUE STEEL FOR BIDS 5_13 94 WITH MIN. COMPRESSIVE STRENGTH OF 1500 PSI (f'm) : 2 CELL BLOCK , I R INF.& GROUT CELLS FULL HEIGHT AT SPACING NOTED ISSUE FOUNDATION 1-19-94 r` I I REs FOUNDATION PLAN & 2. MORTAR: CONFORM TO ASTM C270 , TYPE S WITH MINIMUM COMPRESSIVE L GRADE BEAM SCHEDULE. TOOLED JOINT OR STRENGTH OF 1800 PSI. RE.PLAN FOR PLASTIC 'T' RE: PLAN FOR METAL KEY FORM SLAB THICKNESS SLAB THICKNESS CONSTRUCTION JOINT 3. GROUT FOR CMU WALLS , BOND BEAMS , PILASTERS: DEVELOP MIN. OF NOTE: (OUICKJOINT) OR 2500 PSI COMPRESSIVE STRENGTH: REF. SPECS FOR MIX DESIGN. BUILDING ENTRANCE DOOR & DOOR , GRADE BEAM CONTRACTOR TO LOCATE SAW CUT (S.C.C.J.) AT COLUMN LINES tM.K.F.C.J.) COLUMN LIN� TUBE FRAME] BEAM ENTRANCE TUBE FRAME JOINT BELOW JOINT IN 4. REINFORCING: CONSIST OF WIRE REINFORCING (ASTM A82) :,STEEL BAR - � _ 1 � REINFORCING (ASTM A615 GRD 60) AT BOND BEAMS ,LINTELS .PILASTER. FLOOR FINISH. ,I CORNER BARS INSTALLED IN BOND BEAMS. BARS HELD SECURLEY IN I 8-8 c/o TUBES . , . . , o . • • . PLACE WITH REBAR POSITIONER GUIDES OR CENTERING DEVICES. 5. MASONRY CONSTRUCTION TYPE: REINFORCED HOLLOW UNIT MASONRY AS 22-11 c/c TUBES VERIFY W/ARCH. DWG'S. 2-3 8-6 c/c DOORS 6-0 'MIN. CUT ALTERNATE BARS 83 DOWELS x 2-6 PER UBC SECTION 2414 WITH LOW LIFT GROUTING AT CELLS AS NOTED. i OR STOP ALL BARS as 32, c/o AND DOWEL az 32' c/c 6. LINTEL SCHEDULE■ Sheet SjlSLAB CONTROL JOINT SLAB CONSTRI.ICTION JOINT MASONRY BRG. OPENING LENGTH SECTION REINFORCING STEEL FRAME ENTRANCE Dt70R5 STEEL FRAME @ ENTRANCE ®OORS 3 I 3-4 16, 7%x7% CMU 2-05 (I TOP , I BOT.) 9 7. ALL VERTICAL REINFORCING SHALL BE SPLICED TO DOWELS FROM FOUNDATION WITH 40 BAR DIAMETER LAP SPLICES. DOWELS SHALL BE SAME SIZE AS VERTICAL REINFORCING, AND SHALL BE FULLY DEVELOPED I IN FOUNDATION. Of 9 8. POND SEAM PEINFORCING SF;ALL BE HOOKED INTO GROUTED CELLS A7 'a win %f EACH END AND AT ALL CORNERS AND CONTROL JOINTS OF WALL PANELS s OR PILASTERS. Checked by,' GAM -a - Mf 0 G 0 u 19 9 r i R I � _ 2 3 6 7 8 9 rn i r 394-6%2 B C D E F G G. 2 G. 8 H J K L M N XN. I XN. 2 XA. 2 XA. 1 A 4- 13-9 32-0 32-0 32-0 32-0 32-0 32-0 40-0 32-0 32-0 _ 32-0 32-0 32-0 I-5 I% 4-0 4- - 4- -I REs SHEET S-8 FOR ENTRANCE DETAILS I I I i I I I I CHEVRON BRACE THIS BAY - CHEVRON BRACE THIS BAY = = X1.2 0 - - REs DETAIL 26/S 6 X I. I REs DETAIL 26/S-6 0 a o w 0 13 11 I I m Ln I w 1 7-10 24-2 I I 13 I I 24-2 �7-10 I w ,n W 0 1 I 0 S6 a I 0 v' v u, a I a Ni �' `r' w STAIR 99 w 0 56 . w cv ``' `'' RE: SHT. S-4 w STAIR 3 in �' 'n REs SHT. S-9 WI6x26 (+5) w16x2 (+5) w18x35 (+5) Q WI6x26 (+5) WI6x26 (+5) w16x26 c+5) WI6x26 c+5) Xu, WI2xl4 w18x35 (+5) w24x55 (+5) w18x35 (+5) WI8x35 (+5) WI2xl4 x� WI6x26 c+5) 6'EAO 5'EAO + (+5) 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 q• (+5) I�,,± q• 30K666/346 30K666/346 9' q• 3OK666/346 30K666/346 q' N _ I q �# WI6x26 (+5) TCX TCX � TCX � TCX TCX '` WI6x26 (+5) 3 TCX I 30K666/346 30K666/346 30K543/302 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K543/302 30K666/346 30K666/346 9' co 00 co TCX 4' TCX Oro 0o co t- 30K652/332 30K666/346 30K666/346 30K666/346 `X 30K666/346 '° 30K666/346 g' 0 t 3OK666/346 `D 30K666/346 cx 30K666/346 x 30K666/346 x c v N N TCX n M K666/346 / 4 30 x v N Ln 30K666 3 6 x v N Icx TCX N N N # 30K666/346 30K666/346 30K666/346 $ 30K666/346 30K666/346 9' C N DECK SHIMS/COLLECTORS I� 4' 30K666/346 30K666/346 30K666/346 # 30K666/346 30K666/346 30K666/346 30K652/332 TCX W5x16 x 4-6 TYPICAL TCX 15 EACH JOIST SPACE THIS 4• 30K666/346 S6 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 9' COLUMN LINE. DECK WEL - l9 T X AT 6 c/c. 21 TCX - - - - W18x35 c+5) 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 $ 30K652/332 , 30K666/346 30K666/346 30K666/346 S6 30K666/346 WI8x35 c+5) 2 _ S6 _ j 19 - r r q• 30K666/346 30K666/346 S6 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 IT S615 m TCX -N ' 30K666/346 30K666/346 3OK666/346 30K666/346 3OK666/346 30K666/346 3OK652/332 30K666/346 30K666/346 30K666/346 30K666/346 56 30K666/346 s `" 4' 00 00 m 30K666/346 Nao wTCX ao 0o q� 30K666/346 `X 30K666/346 X 30K666/346 X 30K666/346 X 30K666/346 30K666/346 30K652/332 X 30K666/346 '° 30K666/346 30K666/346 x 30K666/346 x Q N N N m403 ; TCX Ac 04cli N N N N30K666/346 30K666/346 30K666/346 A 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 �` 30K666/346 30K666/346 zo 0z W 4'14 12 Ln 0 TCX/ 4 3OK666/346 30K652/332 3OK666/346 30K666/346 30K666/346 30K666/346 S6 30K666/346 S2 w,>,, w A0 q• 30K666/346 3OK666/346 30K666/346 30K666/346 30K666 3 6 - 22 5 E TCX _ S6 w18x35 c+5) 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 WI8x35 c+5) 3 20 13 �13 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 _ Sg 30K666/346 9' S6 S2 2-4 30K666/346 - 3OK666/346 30K666/346 TCX TCX 14 2-5 EAO 30K666/346 _ g6 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 34K666/346 9' TCX �- 2-4 TCX °' co m 0 Co 30K666/346 c9 30K666/346 `x0 30K666/346 30K652/332 30K666/346 30K666/346 'X 30K666/346 30K666/346 `X 30K666/346 g' N ILO 2_4 30K666/346 30K666/346 x 30K666/346 x x v N N N TCX ,N M o 0o V N TCXIT IT N Q N N N N z 4 30K666/346 alc30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 9' I3 2_4 30K666%346 30K666/346 30K666/3 6 TCX 4-W8x31 0 o B. PL. X-I "� o wf-N TCX M M = w =' 30K666/346 _ 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 ; 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 TCX V) 9' FTG.6-0 Q� L N v� a 1 + r 5' EAO 20 30K675/350 3OK675/350 30K675/350 30K675/350 WI8x35 c+5) ' — __ — _�-_ 4 �oo ___ WI8x35 (+5) 56 3oK675/350 3oK675/350 30K675/350 3oK675/350 30K675/350 30K661/336 8-8 2-I 0 � ° � ° ' w - - I o - �n 30K685/355 30K685/355 3OK6B5/355 O 30K577/321 ! 'L T j 30K685/355 30K685/355 30K685/355 '�' 30K685/355 4' TCX W21x44 (+5) 4 TCX 30K685/355 - - - - 4. I I 2-2 30K685/355 30K685/3559'TCX tG 28-75/s 7 43/ 7- 3 28-75/e ca . W21x44 (+5) L - 0 C o TCX - - -.- I - - J I / 34K713/368 30K7[3/368 4' TCX W30x99 (+5) - W30x99 (+5) ,n 30K713/368 34K713/368 30K713/368 3' z W �3 q, 3 o, I q• 30K713/368 30K713/368 30K713 368 - - — _ 4' TCX 30K57.1/318 TCX � � TCX W21x44 (+5) 3 CONT. E GE I-3 W21x44 (+5) UJ _ ww L-5x5x�j'�, r„ 0 30K741/381 30K741/381 30K741/381 30K810/450 3' -0 6 00 c� �`' °�° Z `„.4 o I 30K741/381 30K741/381 30K741/3$I 30K741/381 30K741/381 4 �" P w Q ti � ao a' °' = m TCX r`ni I c`�v m v m w �� o ' ° o O N .'. 0 O) a: � l W F— • cr)rn i W21x44 (+5) to p X 3 x x x I x x N cfl rn TCX °� x x o „ 18' r N o $ # Q v J v) a 0, 4 0, m 4' 7CX oo W21x44 (+5) cc 'n x ox N M 30K810/450 00 t° o Pew x xw=' Q N Ix x x M q• 30K741/381 0 30K741/381 30K741/381 30K741/381 3 30K741/381 X 0 �x i9 I ';' �x ,,, 30K741/381 30K741/381 30K741/381 3 M 39 4' TCX W21x44 (+5) ILO-2-0 4x4x�/� I� W21x44 c+5) 4 TCX TCX 9 ;6�, ml� �� mu-oTCX 5��30K713/368 30K713/368 30K713/368 S_8 W x9 (+) c/c W30x99 c+5f N, 30K713/368 30K713/368 30K713/368 30K571/318 3' - - o- N 4■ 30K713/368 30K713/368 TCX 4' TCX XT' OUTLOOKER 4' TCX - -01 TCX T FO R - - - -- - - - L MN - TYP 30K685/355 `�' 30K685/355 30K685/355 30K685/355 9'TCX 12_2 30K685/355 30K685/355 30K685/355 30K685/355 30K685/355 A U CORNERS - - _ - - -- 4'9 TCX 30K685/355 4' TCX W21x44 (+5) 4' TCX 30K577/321 10_g5/s - - o 30K675/350 �' 30K675/350 30K675/350 30K675/350 WIBx35 (+5) Q IW18x35 c+5) 30K675/350 30K675/350 30K675/350 30K675/350 30K675/350 5 z _ _ 30K661/336 4 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 q• W12xl6 (+5) hii ELEV. 5 EAO q. 30K666/346 3OK666/346 30K666/3 6 REs S8 4-w8x31 CX � � TCX WI8x35 (+5) � B. PL. X-1 30K666/346 ' 30K666/346 30K666/346 30K666/346 30K666/346 0 30K652/332 0 30K666/346 30K666/346 30K666/346 30K666/346 30K466/259 9'TCX 0 FTG.6-0 -q 3OK666/346 TCX M u� w 0 / q 30K666/346 30K666/346 30K666/346 `X 30K666/346 30K652/332 3OK666/346 39 Q 30K666/346 X 30K666/346 `X 30K666/346 v 30K666/346 g• x I n 2-q 3OK666/346 x 3OK666 3 6 v x N N q TCX N �^ v TCX N N ac N N N F N 3C N 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 3OK666/346 30K666/346 30K666/346 30K666/346 T X I 2-q 30K666/346 30K666/346 2-5 EAO TCX 2-4 30K666/346 30K666/346 30K666/346 30K666/346 3OK666/346 3OK666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 CX i 22 TCX - - - 56 W21x44 (+5) 3OK666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 3OK666/346 30K666/346 WI8x35 (+5) 6 , 20 13 5• EAo w12x14 (+5) 30KT20/400 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 S6 30K666/346 CX S6 4' TCX 30K666/346 30K666/346 9• Lu 30K720/400 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 :j: TCX N w1+54 TCX oo co ti 30K666/346 t° 3OK666/346 X ' 30K666/346 ID 30K666/346 'X 30K666/346 g' I co co 0 N q' 30K720/400 X 30K666/346x 30K666/346 X 30K666/346 X 30K666/346 30K666/346 v 30K652/332 vx x Q v TCX N M Y Q N NLu Q Q N N N N acli � + X N N `�' N N '�` 30K652/332 �` 30K666/346 30K666/346 3OK666/346 30K666/346 30K666/346 g° NOW �'� X 4• 30K720/400 30K666/346 ; 30K666/346 3OK666/346 30K666/346 30K666/346 TCX 12 Q TCX 3 30K720/4 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 Cx S2 � 4' TCX 20 — - - K /346 3bK666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 WI8x35 (+5) O W21x44 (+5) 56 3OK666/346 30 666 - - 19 13 13 5 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 g• S6 S2 7-II/8 11 3OK666/346 30K666/346 S6 3OK666/346 3OK666/346> 30K666/346 30K666/346 30K652/332 TCX TCX r 14 15 I 4• 30K666/346 S6 30K666/346co 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 S6 30K666/346 Cx _ r TCX co co °° `�co co °O ouj Io w 30K666/346 `D 30K666/346 'X 30K666/346 30K666/346 X 30K652/332 30K666/346 `° 30K666/346 30K666/346 30K666/346 v 30K666/346 g' Ln 4' 30K666/346 x 30K666/346 x x q- q TCX r N x TCX N N IT � N N N N N M K666/346 30K656/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K6661346 30K666/346 30K666/346 # 30K666/346 g• i 4' 30K666/346 30 14 TCX ITCX 15 q' 30K666/346 S6 34K666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 19 30K666/346 S6 30K666/ Cx LL' 21 TCx- - - 3 K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 S6 30K.666/W21x44 (+5) g S6 WI8x35 (+5) 30K666/346 30K666/346 O 14-55/s 30K666/346 30K666/346 30K666/346 3OK666/346 3OK666/346 30K666/346 30K652/332 3OK666/346 3OK666/346 30K666/346 30K666/346 30K720/4� CX Vj 4' TCX q' 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 30K666/346 30K720/400 4' TCX L' TCX w „ 00 co co 30K666/346 w 30K652/332 30K666/346 w 30K666/346 'X 30K666/346 - co4° 30K629/328 Ln 30KT20/400 Q ± o I0 q' 30K666/346 X 30K666/346 w 30K666/346 3OK666/346 x 30K666/346 x Qx v v Ee X N v v N N N 15-9/4 30K720 400 X °0 M N TCX N N N N �` I q• 30K666/346r. 30K666/346 30K543/302 30K666/346 30K666/346 30K666/346 30K652/332 18K666/346 30K666/346 30K666/346 4' TCX W16x31(+5) + 4' TCX 4' TCX I 6 EAO TCX K 6/ 46 W Q� WI6x26 (+5) Q. 30K666/346 30K666/346 30K666/346 30K652/332 30K666/346 30K666/346 30K666/346 W12xl4 (+5) "' 30K720/400 STAIR 05 I q• 30K666/346 30 66 3 --- _,�� 4 FREIGHT 4'TCX REi SHT. S9 5' EAO TCX 4' TCX WI2xl4 c �+ cv± 14' TCX 4' TCX ,ELEVATOR 4' TCX - - - - - - - - WI6x26 (+5) WI6x26 c 5) '` (+5) w16x26 (+5) I WI6x26 c+5) WI6x26 (+5) W16x26 (+5) w27x84 (+5) w16x26 (+5) WI6x26 c+5) w16x26 c+5) w16x31 c+5) RE: S8 W21x44 (+5) - - - - - - - g lw STAIR 91 13 ``' 4J 0 o a I to II 10 I , w 13 REs SHT. S-9 22-3 /$ 10 S6 1 I I I , S6 3 �, 1 II I I 5 S2 S 1 �n I N III I S l .o. CHEVRON BRACE THIS BAY CHEVRON BRACE THIS BAY 1 1 1 REs DETAIL 26/S-6 RE: DETAIL 26/S-6 I 1 I I I I-L - GB5- ----- I I 6 I l0 i I I I l i I I S6 w8x40 './,�Av/� i ON PILASTER 1 N F TGL4 Q II I I I B. PL. A-2 co I 1 I I FTG.4-0 N I I I I I B S1 GB2 ' I I --- ----------- - --- --- to 1-5 I-5 24-10 $ O 59-4 SCREEN WALL - 4- I-0 1- I } I I-5 4-I/ -0 I I I I _ - 32-0 32-0 32-0 32-0 .1551ff (OIbAATION 7-14.94 1-1- 32-0 32-0 32-0 32-0 32-0 32-0 400 320 i I J K L L. 8 O N XN. I XN. 2 A B � 394-6%2 A S ECG LEVEL FRANIING PLAN SCALE: i 13 0 6 0 9 19 r t �A I BEAM SIZE BOLTS 3 SIDES W8 TO W12 4; - 3/4 i' r-� r f /q W14 TO W16 74'O ; + + W24 10 - %q' COL. WEB BOLTS • Rl� ` k , 1 3 SIDES I + ° OR FLANGE -�- + W27 12 5• TY ALLY I I + + + W30 14 - ' TIE JOIST I .�. TIE JOISTS WEB BO 7S + -t w33 20 - PROVIDE EDGE AN OFFSET TI 1 TYP. Yq SHIM MC6xl2 -I- f- 1£�, + (EAO) W/OUTLO KERS AS I + /2 CAP ip �/q y INDICATED. REFERENCE PLAN w36 22 - 74' -4 FQR DIMENSION AND LOCATION. ERECT. WHERE BEAMS + + FRAME TOPBOTH ♦ + BBB �0 3 'STIFF. SIDES OF 2-4's 4x3/2x r, I" ROOF PERIMETER BEAMS ,�, + %' STIFF.. 4--Yq'� BOLT /a SHEAR TAB tNBS. & F.S.) COLUMN WEB REQUIRE MINIMUM OF (N.S. & F.S.) 4-�4 BOLTS t 6 - �q' BOLTS 4< s STIFFENED SEATED BEAM CONNECTIONS {FABRICATORS Op`1'ION} " END PLATE 6��fq'+ BOLTS COL. CAP REF. DTL. 2 FLOOR BEAM CLIP r� + REF. DTL. ABOVE I 1 4 - 3x3x/� COL. CAP 3 SIDES II•� FOR TYP. NOTES Ip.�gx9xi-0 i 2-3'4'+ BOLTS It. Y4XI Ixi-4 S/�6 I 6-�'4 � BOLTS 8—Yyq'+ BOLTS I I + } 'A G I 4- 3x3x'/q' i . J4-3x3x/4 '/4 NOTE: REF. PLANS FOR ROOF BEAM CLIP OR OR OUTLOOKER �(- 3x3x'/4 �.%x4xO-9 r ft.%x4xO-9 I LOCATIONS + + 2-3/q'Q BOLTS I I OR FLANGE COL. WEB 3'/2 BRO. 2-�4'� BOLTS 2 3 4 � ' . 0.2L MINIMUM TYP. TYP. SEE TABLE '' " TYP. 4 T.& B. BELOW FOR T.& B. T.& B. 3SB 2 CHORDS �%16 2 CHORDS CHORDS 3/is 2 DK SHIM MC6xl2 WELD SIZE /;/2'� ERECTION BOLTS 4-%' STIFF. IL.'S /2'� ERECTION BOLTS '/2' ERECTION BOLTS 3ie REF. PL JOISTS � EACH TIE JOIST � '/2� ERECTION BOLTS REF. PLAN W�-T EACH TIE JOIST (TYP.) Q COL. FLGS. Q EACH TIE JOIST (TYP.) CHORDS B. 2 TYP. T. & B. �(- 6x6x/2 CHORDS 2 2 - r/2'� BOLTS e EACH TIE JOIST (TYP.) f: DK SHIM MC6xl2 BETW'N. JOISTS REF, PLAN + + i ' BEAM SIZE T w L WELD REMARKS .�. i. ♦ + rRRBEF.PLAN K SHIM MC6xl2 1/2-CAP W16 OR LESS /2' 4' 8- /4 + + + + + + + + T'N.J ISTS -} .f- PLATECAP PLATE .}. .} W18 TO W21 �4' 4' 124 '/4 .� .I. + + + + W24 TO W2Tl Y4' 4' 16' '/q' ♦ + + + W30 TO W36 '�q' 4' 20' yj5' ROOF PERIMETEF BEAMS ROOF PERIMETER BEAMS ROOF PERIMETER BEAMS (� REQUIRE MINIMU�MA OF t_ J ' l 6 - �4'� BOLTS L R6EOU4E�MIBNOIALATS OF REQUIRE MINIMUM OF OUTLOOKER DETAILS 6 - %4'� BOLTS X—3x3x'/4 I 4-3x3x%4 •_. ^ %x4x0-6 - %x4x0-6 �I I OR I I 0R TYP. �/q •� COL. CAP I I�.-3jgR4x0-9 �.-3/aR4x0-9 i t�.y4xIIxl-4 I _3/ax4x0-9 BOLTS I�. - 3/ax4x0-9 i t/4 (,� 'A TYP. I i NOTE: RU LOOKER FOR /q LOCATIONS o II10 I+ II OUT LOOKER + — a N C 9 i O I I I BACK 4BRACING OUTLOOKER 7 10-8 MAX. AND BRACE ' NOTE: REF. PLANS FOR °- k � `n OUTLOOKER C SPACING 5-4 MAX. SPACING LOCATIONS + — 0 VARIES - REFERENCE PLAN . EDGE ANGLES TOP & BOT. FLANGE I OF OUTLOOKER I �/, AT OUTLOOKER CONTINUOUS EDGE ANGLES SHALL BE PROVIDED AT ALL EXTERIOR EDGES AND AT ALL OPENINGS C,_,� ? rn � AT ROOF AND FLOOR. ANGLES SHALL BE FIELD WELDED AT EACH SUPPORT OR AT 24'c/c 5' TYPICALLY PROVIDE EDGE ANGLE OFFSET I I I I ALONG CONTINUOUS SUPPORT. ANGLE SIZES SHALL BE AS FOLLOWS (EAO)W/OUTLOOKERS AS INDICATED. REFERENCE PLAN AT ROOFS X.-4x3x%4 (SLV) OR BENT fe.4x3x%s — — — — — — — — L — — — — — — — — — — — — — — — AT FLOOR:-5x5x'f�, (SLV) OR BENT f�.5x5x%a FOR DIMENSION AND LOCATION. — — — — — — — — L---------------- -l- ---- ♦ + + + + + + + •� '} SPAN = L + + Ve STIFF. t- �• + ♦ + + + + ♦ S5x10 FLOOR PERIMETER BEAM + ♦ ;l @ TIE JOIST + + OUTLOOKER REQUIRE MINIMUM OF ' L/2 L/2 8 - )� 4 BOLTS 1/2-CAP , PLATE I i 2 4 s 4x3%2x% i r 6 - Y4'4 BOLTS I a f I W.P. i a 1 3/g SHEAR TAB — — — — — FLOOR PERIMETER BEAMS FLOOR PERIMETER BEAMS I NOTE: REF.PLANS FOR I — w REOUIRE MINIMUM OF W/5-�'� BOLTS REOUIRE MINIMUM OF OUTLOOKER 8 -� Q BOLTS 8 - 74'4 BOLTS I LOCATIONS Q / \ m _ W VARIES - REFERENCE PLAN / TYPICAL Q z- '/2 ERECTION GUSSET N.S. & F.S. BOLTS ® EACH le. I'x12x4-6 / W ' I 1 ERECTION BOLTS TIE JOIST (TYP.) & EACH TIE JOIST (TYP.) K. SHIM W5x16 DK. SHIM W5xl T.S. 8x$x3/g �/2 ERECTION REF. PLAN j BOLTS a EACH BETW'N. JOISTS BETW'N. JOISTS SPLIT TUBES TO TYP. TYP. T.&B. REF. PLAN VARIES TYP. T.&B. VARIES 2 T.& B. TIE JOIST (TYP.) 3 2 CHORDS CHORDS 3/y 2 I '/q AT OUTLOOKER SPLIT TO BE GUSSET. REF. PLAN U. REF. PLAN 3�s CHORDS I I GUSSET THICKNESS PLUS 1/4- MAXIMUM. \ / ® 1.®i. f DK. SHIM W5x16 I s BETW'N. JOISTS + + + '} + + I LL R BEAMS t REF. PLAN + + FLOOR PERIMETER BE 1 + + I + + + + REQUIRE MINIMUM OF /2 STIFF. Ih_. S5x10 \ I + + %2' STIFF. f�. ,�, ♦ ♦ 8 - 3/4'Q BOLTS + + OUTLOOKER / IF + + + + + + uj + + TYPICAL FLOOR PERIMETER BEAM FLOOR PERIMETER BEAMS REQUIRE MINIMUM OF GUSSET • � . N.S. & F.S. � — — r k.I'x12x2-3 / , \ rk \ I r REOUIRE MINIMUM OF 8 - 3�4'Q BOLTS %2 STIFF. f�. NOTE: REF. PLAN FOR 8 - %4' BOLTS 1 / / TYP. , OUTLOOKERS I t J L I I I NOTE: REF. PLAN FOR OUTLOOKERS x3x I I I I � - 3 x4x0-6 2 � s 4x3%2x� � ; - %x4xO-6 3 /q I I OR I AT SECOND FLOOR W.P. o i 10 �'q'� BOLTS le.-3/e 4x0-9 GREATERLENGTH NTTHAN I I f�.-3/8x4x0-9 II — — \ _ — — w COL. DEPTH i W.P. r + I I I NOTE: REF. PLANS FUR W.P. I I \ I I , I OUTLOOKER / LOCATIONS 01 \ q rz q4. h t GUSSET / / \ \ f�..I'x12x4-6 s / / / TYPICAL \ \ \ , T.S. 8x8x /a N.S. & F.S. F GIST OF JOIST SPLIT TUBES TO / \ OF BEAM 0 J RECEIVE GUSSET. SPLIT TO BE J RE: ROOF'FRAMING PLAN FOR JOIST SPACING RE: ROOF FRAMING PLAN FOR JOIST SPACING t PLUS E%4' MAXIMUMS r, EXTERIOR JOIST SPACING ' BEAM RE: FRAMING PLAN J k ' TYP. TOP & Job No. 90079 TYP. /q 2 BOT. CHORDS I / \ 1 '/4 2 I / \ Date MAY 7994 Revislons %2' CAP PLATE + + — GUSSET / / 244'4 ERECTION BOLTS \ \ \ \ No. Daf e + + I(!. 1'x16x20 / / / / / EACH@BTOP RACE & BOTTOM \ \ \ + + qAT COLUMN M TO COLUMNTIE 4 65t� STEEL FOR BOS 5 I; 91 BEAM CONNECTION /SS N AT ROOF + 13/S5 AT FLOOR = ' ` r , / / NIL TYPICAL \ N.S. & F.S. \ NOTE: ALL FIELD WELDS AT K-BRACES 41 �/4 x 11/4 x 8 X I �/4 x 11/4 x �/a % MUST BE INSPECTED BRACE X 4x4x%' CONTINUOUS CROSS BRIDGING WORKING POINT cW.P.) I BY AWS QUALIFIED w.P. AT COLUMN EXT. JOIST BOTTOM CHORD AND WELD HORIZONTAL AT EXTERIOR WELDING INSPECTOf� TO GIRDER AT JOIST LOCATED EACH BRIDGING JOIST SPACING SIDE OF INTERIOR COLUMNS AT ROOF NOTE: Sheet 'A RE: FRAMING PLANS FOR . TIE & BRACE ANGLE STIFF. k. LOCATIONS. 2q 25 28 S6` . 23 _ • Of 9 Drawn by Checked by GAM rr ' a • _ y i , � I III COL COL COL COL COL COL 40-0 40-0 40-0 40-0 ( HORIZ.) ( N.T.S.) BACK OF DECK EDGE 4 4x4x{/4 - r RAD.= 20-8%2 ( w El - OE DOWN 1 1 1 4.47 1 I I WALL STUDS (CSx1690 1— ;0 ; DK. EDGE ANGLE ARC LENGTH lO/� 13•47 ° 0 R = 20-8%y 3 SPLICE W/FULL AL v EL.= 154-2%2 8 �99Q o EL.= 154-2%2 8 EL.= 154-2%2 S7 I PENETRATTION I ARCH HIGH PT. S7 `�; ARCH HIGH PT. S7 ARCH HIGH PT. I WELDS I I I AT EAST 2E NTRY) I AT +EAST-2ENTRY) I AT EAST 2E��RY) — v ' WIOx22 II RAD.= 20-81/ I �.9 WIOx22 - II �`AO ® RAD.= 20-8% WIOX22 II II II 2 ARCH.p II II I S7 WIOx15 WIOxlS — I SPACERS 11fn _ SPACERS x W16x26 STRUTS x R II p A �[AT MI[? POINT 00 ®� WIOx22 ARCH ~ NN— Q 5 x o .; S7 , s7 W8x31 II it 7 II 11 � + W WIOX15 -�— W8x31 S7 II II I W16x36 9WACE f EL.= 137-0 )I II COL EL.- PT. EL.= PT, - - - EL.= 13-6 - - - - I FACIA STUDS (C4xl8ga ) RAD. PT. RA PT R D. T. 1 a o (EL.= 137 6 6 (EL.= 137-6 AT EAST ENTRY) W S7 AT EAST ENTRY) AT�EAST ENTRY) I DK. EDGE 1 a- ROOF FRAMING I I $-$ ENTRY ROOF PLAN BACK OF DECK I-01 18-0 -0 ROOF FRAMING ROOF DECK. SAME SIZE EDGE 4 4x4x1/4 I I REF.PLANS REF. PLANS AND WELD PATTERN AS RAD.= 20-8%z a I I TYPICAL ROOF. TOE DOWN W W16x36 (117-1) 777 � ° ® FLOOR FRAMING ' REF. PLANS I I REF�PLANSMING CDL COL EL.= 117-1 I I I 40-0 i _ I A � EL. 116 8 S7 5-6 5-6 6-0 6-0 6-0 5-6 5-6 61U COLUMN `n CONTINUE ROOF CE 4 - W8x31 W/ i 1 a - 1 w8x31 I ROOF TO WALL DECK UNDER CH BLOCK FLANGES. WELD W16x36 SPACERS in EDGE ANGLE TOxJOISTTSA& BEAMS. ® I I I I WELD DECK TO BRACE 0 ` WI6x89 I I I I AT 12' c/c TOS c 114-0 W I (EL.= 131-5 I c AT EAST ENTRY) I I I FINISHED A FINISHED SLAB b L.= I- EL.= 100-0 I I 1 I EL.= 100-0 3 — WI x26 W16x26 - �'' (EL.= II7-6 (EL.= I17-6 AT EAST ENTRY) AT EAST ENTRY) , S7 .yam kop 4-0 . 6-0 1 4 SPC. a 5-0 = 20-0 1 6-0 4-0 4-0 6-0 4 SPC. a 5-0 = 20-0 6-0 4-0 11-0 18-0 11-0 ���JO `p +� �. o W24x55 E + � o Thi i ENTRY FRAME ELEVATION 2 ENTRY FRAME ELEVATION 3 ENTRY FRAME ELEVATION L N S7 S7 S7 -{- # S7 �x I I cN a N C.. w K� I I NO ~ ti �U I I xV v M am I U) ®®®a.w.®®®®a.®—®®— — ®.rrr®rrr®®® i fRt C r I 31/2' OFFSET 31/2' OFFSET- v o WIOx15 -:' •- - - - - COL o � 3F W16x36 t137-O) W16x36 (137-0) . --E -------------------- — COL I W16x36 037-0) � CIRCULAR ARCH ABOVE WI6x36 (137-0) S7 ; 6 WIOx22 4-�'� 0 BOLTS—WIOx22 ARCH. -.- wI0x22 ARCH. -.--WIOx22 ARCH. WI6xz6 _ ENTRY AT ELEV. 135-0 TYP. Q ARCH v r W16x26 W30x99�- W8x31 v MID -PT. COLUMN CAP PL.�'4'x9'xi-2 0 W24x55 ` COL COI 1/, 5W' ROD 'X-BRACE' _ 1V - SLOTS 1N COL. FLG. COL COI W/HILL SIDE WASHERS + 40-0 HANGER I I STIFF. It. } HANGER I 40-0 W8x31 (N.S. & F.S.) 3/g' STIFF. f#?,. + I i-0 IS-0 ! I-0 I I t N.S. & F.SJ '�' 5-6 5-6 6-0 6-0 6-0 5-6 5-6 ROOF BM. EL.= DK. BRG. cc ui {/,( W16x36 DECK I UNDER ARCHROOF TO ®1 1® EDGE ANGLE WALL W I W8x31 I W8x31 Q 5-4 N 3 WIGx26 W21x44 WI6x26 ,� X LiD W16x26 h iv w21x44 \" \ WI6x26 W30x99 t 116-8) COL COL o .� A 'Q 2A_ M w ► 2 wFO S7 S7 S7 Q e Q W S7 I I ,.N °r � a ' to X �O X ti m u n n Ti u v m Xsn I I NO u W W W W LJ Ti tD V v M J J pl >i .} W M M M M x W 0 I 1 ' fi t X X X X X { I I QOD 00 00 00 00 pr 31/ 'OFFSET 3% "OFFSET h I ox ox I U. v COL — WI6x89 (EL=114-0) — — — COL o W16x36 (137-0) W16x36 (137-0) COIN. SPACER — — — COL TO ARCH. W/ , ------------------- ----- %NWEB (�. 'W' BEAM i W16x36 (13i-O) CIRCULAR ARCH ABOVE W16x36 (137-0) ® W8x13 BELOW 2-�a'� BOLTS - VARIES S7 6 - WIOx22 i (EL=114-8) SHIM CUT FROM WT 1 S7 W8x13 SHIM ON TOP W8x13 ROLL TO W/ %' STIFF. It's /� W8X13 (EL. 114-8) W8x3l(EL.= 114-8) 4-�',(' DIA. BOLTS ENTRY AT ELEV. 135�i OF WI6x89 tEL=114-8) IO-0 RAD. v CL. W8x13 BEAM (EL=114-8) BLOCK CUT OR SHIM AS REOD. COR CONN. �` ROOF DECK. SAME SIZE ENTRY AT ELEV. 117-6 w16x26 �., TYPICAL AND L ROOF. TTERN AS yi CAP It, 444-+ BOLTS q I WI8x50 .- COL COL 40-0 COL COL j WI6x89 (TOS= 114-0 13-9 I W24x55 8-4 23-4 8-4 - y ,/, I - ENTRY r 141W8x24—► HANGER�' / — FRAME TUBES r. CD W24x55 (I 17-1) I N Job N o. 90079 — — — — — — COL I_II Date MAY 1994 1-2 Revisions No. Date. m 10 4-0 1 1 ID I I I 1 #u ISSUE STEEL FOR BDS 5-13-94 W x x x x w DIM. TO OUT OF\ 7-4 15-8 1 I-10 2-0 1 1 I I I o 1/4 AI v 3 3 3 3 3 x 8' STUDS I I I ~ I I I 1gn ---1 1--- r o O I I I I I I I V I WI6x89 (EL=114-0) coL ca STIFF. I�.. _ ( N.S. & F.S.) {/4 W8x13 BELOW ' (EL=I14-8) I ,' S7 W8x13 SHIM ON TOP W8x13 ROLL TO Sheet OF WI6x89 (EL=114-8) 10-0 RAD.O CL. ,M$ / - f W8x13 BEAM 1 (EL=114-8) S7 Mt r a 10 I t ENTRY AT ELEV. F ENTRY �►►i ELEV. 700-0 fd ROOF DECK. SAME SIZE AND WELD PATTERN AS Of S7 SZ TYPICAL ROOF Drawn 'by GAM Checked by .GaM ,r•^t o. `i COL COL COL COL ROOF DECK ROOF DECK 4-0 32-0 4-0III III III III III III 1=71711111111 III III III Jill 7-43/� 1-0 j — — — — — — — — — — — — — — — — — — — — 2 8 2 -Ovai 6-10 2-�/8°�x9%2 LONG BOLTS ` 7-10%2 6' .+ _ L 4x4x% AROUND SHAFT k%x6xl-0 EXTEND TO ADJACENT BEAMS M OR JOISTS AND FIELD WELD 4 „ ELEVATION MWI LINTEL AS fL%x6x1-O LINTEL AS ' 3 • 2nd FLOOR NOTED BELOW NOTED BELOW �E /8x6x1-0 J 1 IL I J L IL i WORKING POINT a EL. MIDWAY BT'WN. — C 7%' CONCRETE BLOCK a EL. MIDWAY BT'WN. _ C r 2ND FLOOR & R40F r �- �I L STEEL PLATE - ONE EACH 2ND FLOOR & ROOF ---If SIDE TYP, SEE EL. ABOVE i v 3/g'� BOLT THRU CONC. u I I ®® BLOCK WALL - 2 REO'D. 6-10% I 8%s ti x z x r FILL CELLS OF BLOCK I- 7-6% pR w W/MORTAR w WIRE MESH = N W W 1 vgg > NOTE: 1, VERIFY EXACT LOCATIONS �pP BEAM 1 SECTION OF UNITS W/ ELEVATOR MANUF. BEAM WOOi SG��P ABRASIVE CAST 1-05 2. LOCATE AS INDICATED IN " I10 -4�/8 3 ELEVATOR SECTIONS 'A & B' pF �' IRON SILL CONT. k /8x6x1-0 SILL BY ELEVATOR %x6xl-0 MANUFACTURER ��. J t FINISH SLAB L ELEVATOR IL ANCHOR FINISH SLAB ELEV. = 117-6 ELEV. = 117-6 WT 4x15.5 @ 3-0 * ■ ' let FLOOR ; I .. WITH 3/8' STIFF I c� N 4 1 as F.S. (4 REO'D.) �o N WORKING POINT 30-3y4 W.P. TO W.P. I CLIP 44x4xl/4 WELD TO , BOT. OF BEAM & FACE NOTE: OF EXTENDED CHANNEL JAMB (TYP. EA, JAMB) DIMENSIONS SHOWN ARE FOR 'MONTGOMERY 4E' ESCALATORS. C IF OTHER MANUFACTURER OR LINTEL W8x10 MODEL IS USED REVISION W/C8x11.5 FRAME EA. END w o OF DIMENSIONS AND FLOOR13 AMB. 1�3/gx6xl-0 XTEND LINTEL C$x11.5 W/k.7%2x1/, 3 + { FRAMING WILL BE NECESSARY. JAMBTOFRAMINGEABOVE & CONNECT AS SHOWN I 0 MIN. BEARING EA SIDE /gx6xl-0 - ESCALATOR WORKING POINTS L J 1 IV) k' EL. MIDWAY BT'WN. C N c c €. 1st & 2nd FLOOR EL. MIDWAY BT'WN. — p o -k 1st & 2nd FLOOR i, C + W a f o �'o` s} _ C s e + —i c 14-10 LONG x 572 WIDE VERIFY WITH MANUFACTURER p } w _c L I�'z iS •, f V � , � e 8, 15-2 a co z M VERIFY REOUIREMENTS� WITH MANUFACTURER �` g NOTES REs ARCH. DWG'S e� �N f x FOR WALL CONDITION x ° W8x31 INTERMEDIATE 0 � _ s lr1 N SUPPORT BEAM w ca x 13 WHEN REQUIRED BY I/q q a � ra v MANUFACTURER a J 4z o \ `-' 8-OH. x I-6W. STEEL ) 8-OH. x I-6W. STEEL ,n ACCESS LADDER ® ACCESS LADDER 8'x�'q` �, I WOOSTER No.10 ~ RE: SPECS. REe SPECS. I' u a NOTEs OTHER WALLS FINISH SLAB SILL BY ELEVATOR 2 - 4 CONT. OF PIT SIMILAR TO - ABRASIVE CAST FINISH SLAB MANUFACTURER !I A THIS WALL ELEV. = 117-6 IRON SILL CONT, ELEV. = 100-0 '4 @ 12' HORIZ. E.F. 2 _ rq �1, ENCASE FULLY e N 1, •4 @ 12' VERT. E.F. �? '4 Q 12' HORIZ. E.F. IN CONCRETE ' v it. Y4x8xl-0 ■4 a 12' VERT. E.F. 4%2'� x 0-4 4- t 13 04 @ 12' HORIZ. E.F. 04 a 12' HORIZ. E.F. 03 a 12' VERT. E.F. ■3 a 12' VERT. E.F. 8' 8' 18-1 8' r NOTE: OTHER WALLS 12' CONC. SLAB NOTE: OTHER WALLS 12' CONC. SLAB SUMP 24x24xl8D. NOTES OF PIT SIMILAR TO OF IT S SIMILAR TO W/ 4 @ 12' B.E.W. n SLOPE z' RE: PLAN FOR THIS WALL PROVIDE a 12' B.E.W. I s LOCATION INTERMEDIATE SUPPORTS ARE PROVIDE 3-Ox3-0 i III IIII I PROVIDE 3-Ox3-0 i NOT REQUIRED FOR ALL BLOCK -OUT IN SLAB i BLOCK -OUT IN SLABLu ESCALATORS. CONTRACTOR FOR JACK HOLE FOR JACK HOLE WITHLMANUFACTURER.VERIFY UIREMENTS 63 a 12' DOWELS � � � 0■ � ! � I I � 12' 3 a 12'DOWELS I I Lu 6JE III • ' I I I I � I I ,� L 6 EACH WAY �-- — — — — —� O WI I I �- ��. y • �► _ �r .uj o Z En7CAi�f1TOR PIT _ SUMP 24'x24'xl8' DEEP o RE: PLAN FOR LOCATION ' SUMP 24'x24'xl8' DEEP s RE: PLAN FOR LOCATION • �REI HT � - � >� 8 G ELEVATOR PIT SECTION B PASSENGER ELEVATOR PIT SECTION 0 cc r 6' coL BEAM �� COL 1-0 s/ g 7-0 LONG 8 6 z ao L ESCALATOR ANGLE GRADE BEAM TIES p� ♦♦�� GRADE BEAM �- BEAM BEYOND �� BY OTHERS — — — — — — — — REINFORCING 01 6x6x%2 It. %2x4xHEIGHT REOUIRED Q' AT -EACH STIFF PLATE ' �/2 STIFF 11'. I � ' a 12' o/c I I — L— I It OF CONNECT TO o BEAM BEYOND REs DTL. BELOW _ '4 a 12' HORIZ. CORNER BARS Q ACC H. x AD R STEEL L/4 - ACCESS LADDER REF.SPECS. I NOTE: REs ARCH. DWG'S FOR WALL CONDITION oo 84 @ 12' HORIZ. SUMP 24x24xl8 DEEP EACH FACE "3 a 12' VERT. EACH FACE ry ALL'WALLS ALL WALLS pp COL. BEYOND COL. BEYOND 7-4 1-3 z 28-T% ( 8-7% w , z �4E;ACH 3 a 12'VERT. °' ``' Job No, 90079 '4 a 12' HORIZ. FACE EAC•3 a 48, ALLHFACE WALLS LL WALLS I CONT, EDGE ! 1 Date MAY 7994 4 5x5x% t 1 _ Is Revisions +� L/4 STIFF. It. I SUMP 24x24x18 DEEP is 55UE STEEL FOR MS 5-13-94 1 L4 a 12' HORIZ. 8-0 H. x 1-6 W. STEEL I M CORNER BARS ACCESS LADDER REF.SPECS. is I CONNECT TO BEAM BEYOND • W/2- 4,s4x3%2x% ao 10—)4'� BOLTS LEAVE SURFACE ROUGH ' FOR SECOND POUR g• 8• I3-8 LONG 8• J6. - Sheet "dam v . 0-8 FREIGHT ELEVATOR PLAN PASSENGER ELE��ATOR P N 5 7 g g ELk- 0-f 9 Drawn by Checked `by GAM • J I i zV GUARD RAIL i ALL FLOOR L TYPICAL AT I WALLS. RE: D AT RIGHT F01 INTERIOR WAL REs ARCH. DW( FOR WALLS WELD METAL TO BEAM -------------------------- -}-I TYP. I I — co , TYP. I TYP. I I I 1 legal } 3 ` TYP, i ui 6x4x 5-1I BACK TO BACK OF CHANNELS �REC�CLIP TUBECOL. 1 +" I I 4 3x3x% _ W/ �� BOLTS - -F ' • 8-9�i6 14 T a 1 F' a 12-10 8-9)k + I (D o TYPICAL STAIR SECTION o '� W W ° ° _ NOT TO SCALE W z w ' a E TS 4x4x� , w -��NEWEL M ,W o r J-6 N 7 ( p C - - - - - - CBxI 1.5 — — — — — — — — C$xl 1.5 o x TYP. LANDING CONSTRUCTION I I 5' CONC. SLAB (3000 PSI) I ( 5 7 REINF. WITH 6x6-WI.4xWl.4 2 ON VULCRAFT 1.5 VL 22 S9 PAINTED FLOOR DECK. SS I STRINGER 01YN WELD TO ALL SUPPORTS II C12x20.7 4x4x3/i6 I WITH %s PUDDLE WELDS III a I`. TUBE COL. GUARDRAIL a 6' c/c. c7 x II za • w II x ' ORNAMENTAL CAP t TYPICAL) °° u+ u, I g _ X N I �• 3/�x21/2 i „ X X- - _ BRACKET 1'/2'� (1.90' O.D.) ® cq°i 3 VERTICALS II X DRAIL ATCENTER I 1/42� (1.66 O.D.) GUARDRAIL — RAILING 3-3 MAX, z OWN STRINGER I I I — — — — = C12x20.7 I z TYPICAL I I ®- w 2 TYP. I I W � rz � W � W + + C8x11.5 ®_ III CBxl l.S i� —vi + � 8' a EXTERIOR 8' Q EXTERIOR II%' a INTERIOR I_6 115/ a INTERIOR _ / TS 4x4x PLAN AT SECOND FLOORuj / I NEWEL �� °' STEEL FRAMING PLAN FRAMING NOT TO SCALE I-6 2-6 I � 2-6 — — — — — — — — / TS 4x4x3/�6 I I "' CBxIIS CSxll.S ij 4 6x4x% COLUMNS Cl2x20.7 7 ERECT. CLIP STRINGERS TYP. I C12x20.7 S9 . NI STRINGER UP OWN HANDRAIL SIM. I , Lu V go co z 0 SECTION THRU STAIR #4' '-I I lIIn N , • NOT TO SCALE 4' EDGE ANGLE S9 AT EXTERIOR C12x20.7 HANDRAIL STRINGER i TS 4x4x)6 C12x20.7 TS 4x4x�f,6 OWN UP z HANDRAILS COLUMNS STRINGERS NEWELS C8x11.5 LOCATIONS - - - - - - - - - - - - - - - - - - - - - - _ _ - _ _ _ _ _ - OF EDGE ANGLES AT LANDINGS AT SECOND FLOOR z '^ M AND INTERMEDIATE LEVELS C8x11.5 _ - _ _ _ _ _ _ _ _ _ - C8x11.5 TS 4x4x6 `X \ - - - - - - - - - - - - - - - - - - c 4x4x*6_ co NEWELS °D GUARD RAILS x N TUBE COL. v, � I-6 2-6 • _: I I } 4 E ANGLE j — _ _ ADG INTERIOR PLAN AT INTERMEDIATE LEVEL 2-6 °0 w CBxll.S 20.7 S 4x4x� NOT TO SCALE I-6 C12xHANDRAILS 2-6 2_6 _q Z T STRINGERS - I COLUMNS 14TaIl'=12-10 4-0 14T0II'=12-10 PLAN OF SINGLE RUN STAIR / NOT TO SCALE TS 4x4xXi6 TYPICAL AT INTERIOR 3 35/g 5 1 $ 1 5 TYPICAL AT EXTERIOR I (TYPICAL) R GHWALLS T FOR EXTT WREsDEAIALLS L AT LEFTSFOREINOT�WALLST l+-------- — 6x4x)k I l i $ 5x5x)6 CONT. WELD METAL DECK I I I NEWEL HANDRAIL S.W. TO CHANNL 4x4x% AT CENTER . II I �-I - - - - I I I I TUBE COL. j )k i /'41 TYPICAL - SLAB REINF. EDGE ANGLE ON I I TYPICAL OUTLOOKER L4x4x1/4 SLAB REtNF, - X 3x3x3j(q I I I ( AT INTER. LEVEL RECT. CLIP D J4' B YtOLT I I� I I cr LJ 6 S9 HANDRAIL -- TS 6x4x3/w NEWEL S9 III I I I III it I C12x20.T III STRINGER GUARDRAIL II II II I I I TS 6x4x)� NEWEL _ _ � ®_ �' _ HANDRAIL I I o cL — UP - - — — - — - — I GUARDRAIL C12x20'7 ��- STRINGER _ ®® UP _ _ • 8-96 N 14 T a II' = 12-10 2-6 8-93/,6 r �A ` CONNECT TO 3" C.W. PROVIDED UNDER SEPARATE SITEWORK CONTRACT. 2" METER - z j i i i i y i i i i I i I I i I I fieumeu uY .,.. i . �.. ...... yr .,. i i i I I I i I i i i I i a I I r i i 4 I �. .��\\ \.� §�\ . I j I I I I I j j I I j u u 9 I 6 G v I y i I I I I i j I I {i �`lf^ f 4 77f. k k i . t 41 LIGHTING FIXTURE SCHEDULE I a GENERAL NOTES F LIGHTINGPLANS: SCONCE LIGHT' CH UL• Y SYMBOL TYPE NOTES MANUFACTURER & STYLE BASIC AREA LAMP N0. & BASF FIXTIIRF IAMP j t f t I j SPECIFICATION SALES FLOOR HEIGHT FITTING _ROOM HEIGHT SPECIFICATION • � SALES FLOOR HEIGHT FITTING HEIGHT r L1 - HALO LIGHTING 6'-6' 6'-6' - LIGHTOLIER -4141 4'-9' N/A KEYSTONE/H25818 A. F. F A. F. F ,('�11 SCALL i N I SERIES A. F. F. POLISHED BRASS POLISHED NICKEL (GE) F13D8X23T4/5PX335 LAMP 60W.(T-10) LAMP - (2) 13W. (3500 K) 1-800-237-8690 ARK.LIGHTING AND SUPPLY 501-376-2337 L2 - HALO LIGHTING 6'-0' N/A L12 - VISA 7'-8' N/A 63231 HAVERFORD A.F.F. CB503TEL A.F.F . POLISHED BRASS W/ (GE) F13BX/SPX27 (BIAX) (ABOVE EMPIRE GREEN SHADE RON SMITH AND ASSOC. DECO (GE) 60CAC BENT TIP LAMP - (2) 13W. (2700 K) HOOKS) LAMP - (1) 60W. CRYSTAL CLEAR 501-374-6694 raoo-z37-�690 L3 - BRAGG ELECTRIC N/A 6'-6' L13 - BRAGG ELECTRIC N/A N/A SCOTT *3307- 1 A. F. F. SCOTT a 1290- 6 A4341 FROSTED `.i POLISHED BRASS POL I SHED. BRASS (3) 40W. 'A-19' LAMP-40W. (A- 19) AND (6) (GE) 40W. ( CAC) 501-666-6166 1� W/46' PENDENT-CLG. TO TOP OF FIXTURE 501-656-6166 L4 - BRAGG ELECTRIC 6'-0' 6'-0" L14 - PR I SMA 41601 A. F. F A. F. F. TARTARGUA 200 LAMP IOOW. (A-19) INSIDE FROST 101/4 'H. x 71/8' W. ( NAUT I CA) L5 - LIGHTOLIER 7'-6' N/A L15 - LIGHTOLIER •3025 CRATERE A.F.F *3235 HAVERFORD (GE) F13BX/SPX27 (BIAX) (ABOVE POLISH BRA55 W/ EMPIRE LAMP - ( 1) 13W. (2700 K) DECO a GREEN SHADE. ( 1) CAND. 4OW. 501-3T4-6694 HOOKS) 1-800-237-8690 L6 - LIGHTOLIER 6'-6' N/A L16 - DECORATIVE DIMENSION CO. N/A 6'-0' 04140 SCALLINI SERIES A.F.F STEFANO CEVOLI A.F.F. POLISHED BRASS AND GLASS 'AQAU' ART 1100 LAMP 40W. (T- 10) FINISH: BLACK 1-800-237-8690 HALOGEN LAMP 200W. MAX. .214-684-2200 L7 - HALO N/A 5'-8. LIT - LIGHTING & ELECTRIC SALES N/A 6'-0' DECO #H2579PB WITH A.F.F. KAMRO LIGHTING A.F.F. ( GE) F 13BX/SPX35 (BIAX) 410306 CYLINDER ARKANSAS LIGHTING AND SUPPLY W/GLASS-FLAT WHITE LAMP - ( 1) 13W. (3500 K) FINISH. (GE) F 13BX/SPX35 (BIAX) 501-376-2337 ( CHARL IE) LAMP - (2) 13W. (3500 K) 501-374-6694 L8 - MAJESTIC, BY THOMAS 7'-8' N/A L18 - BRAGG ELECTRIC SEE N/A .r M-4114-1 'MISSION STYLE' A.F.F BEGA &6330 ELEV. WALL BRACKET (ABOVE BLACK -WALL MOUNT LAMP c 13OV. 75W. (A-19) DECO ( GE) IOOW. ( A- 19) INSIDE FROST HOOKS) INSIDE FROSTED BRIAN DINESMORE RICHARD SAUNDERS 661-0225 501-666-6166 L9 - L19 - BRAGG ELECTRIC N/A N/A SCOTT "2290 ' POLISHED BRASS (1) 40 WATT A-19 INSIDE FROST 501-666-6166 LID - LIGHTOLIER 6'-0. N/A L20 - 6COTT LAMP COMPANY 6'-8' N/A *13230 HAVERFORD A.F.F u3008-1 POLISHED BRASS A.F.F. POLISHED BRASS SHADE 06585 CLEAR RIBBED GLASS (GE) (2) 40W. ( CAC) CONTAETf I PAUQA3BOT7 CRYSTAL CLEAR -BENT TIP {IgSlp�gg�t5 9-800-237-8690 • L21 - LIGHTOLIER 6'-0' N/A A. F. F. ALABASTER 3130 SOURCE: A19 60W. MAX. BOO-237-8690 NOTE: ALL MOUNTING HEIGHTS ARE TO CENTERLINE OF JUNCTION BOX. J ° I Ie � "k - r 4 5 �1 + 1� I ( DISTRIBUTION r PANEL 1200 AMP 8' x•-•8' GUTTER 277l480 VpLT r 1 4 WIRE SYSTEM 277/460 120/208 120/206 VOLT VOLT VOLT PTOHCW3268-12N 225 AMP TEMSCO SECTION SECTION 4 WIRE E.M.S. ONE TWO 42 CIRCUIT RELAY PANEL 225 AMP 225 AMP 68' H x 42' T WITH 30 4 WIRE 4 WIRE k; SPARE 02 MB 02 MB 20 AMP 162 CIRCUll H2 CIRCUI- BREAKERS 50' x 20' 50' x 20' 112.5 KVA RANSFORMER f ( I FIRST FLOOR ELECTRICAL PANEL ELEVATION E-17 8' x 8' GUTTER d w a w w 277/480 120/20B 120/208 it U m w VOLT VOLT TEMSCO VOLT u' w w = 225 AMP SECTION SECTION o o Z 0 4 WIRE E.M.S. ONE TWO 42 CIRCUIT RELAY PANEL 225 AMP 225 AMP WITH 30 4 WIRE 4 WIRE SPARE 02 MB Q2 MB 20 AMP 2 CIRCUI 2 CIRCUI BREAKERS 50' x 20' 50' x 20' PRIMARY FEEDER 112.5 KVA FROM DISTRIBUTION TRANSFORME PANEL ON IST FLOOR TELEPHONE BOARD 74' x 4' x 8' PLYWOOD NOTE:. TELEPHONE BOARD NOT REQUIRED IN QUADRANT WHICH HAS MAIN TELEPHONE EQUIPMENT._- ROOM. PRIMARY FEEDER FROM DISTRIBUTION PANEL ON IST FLOOR FINISHED FLOOR ALARM POPIT BACKBOARD Y4' x 4' x 4' PLYWOOD FINISHED FLOOR 1. ALL FLUORESCENT 2' X 2' LIGHT FIXTURES ARE TYPE °A" UNLESS NOTED OTHERWISE. 2. ALL DIRECTIONAL LIGHT FIXTURES SYMBOLIZED BY ° a-Q " ARE TYPE "R' FIXTURES. 3, ALL DIRECTIONAL LIGHT FIXTURES SYMBOL I ZED BY ' 'e-(i ARE TYPE "S ° F I XTURES. 4. ALL LIGHT FIXTURES SYMBOLIZED BY ' O '.ARE TYPE 'H' FIXTURES UNLESS NOTED OTHERWISE. 5. ALL RECESSED LIGHTING FIXTURES ( EXCEPT LAY -IN) SHALL HAVE MOUNTED RAILS OR OTHER SUPPORT MEMBERS TO PREVENT CEILING SAG. 6. ALL STOCKROOM FLUORESCENT LIGHT FIXTURES ARE TYPE 'J' UNLESS NOTED OTHERWISE. 7, SEE SYMBOL SCHEDULE AND LIGHTING FIXTURE SCHEDULE. # 8. SEE POWER PLANS FOR LAYOUT OF CORNICE LIGHTING FIXTURES. CORNICE STRIP FIXTURES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: A. ALL RUNS OF FIXTURES MUST 'BUTT' ( END TO END) TOGETHER. B. ELECTRICAL CONTRACTOR SHALL USE SHEET METAL SCREWS TO SECURE CORNICE LIGHT FIXTURES TO FIXTURING WALLS A 1,5,8 11 WILLIAMS #U3G-D22-24ORSUW-33SADC-277-MYLAR COLUMBIA #P4-222UG-43333-1-277 I1THONIA #2PM3GB2U40-9-277 2X2 PARABOLIC 9 CELL SALES F3]T8/U/6/SP35 3500K 2-31 BIPIN `I I p 1 - ® ❑ FLUORESCENT LIGHT FIXTURE. SEE LIGHTING PLANS GENERAL NOTES #1 AND #6. SINGLE TUBE FLUORESCENT LIGHT FIXTURE. TYPE 'N8', %4% 'N3°, OR 'N2° UNLESS NOTED OTHERWISE. B B 1, 8, 11 WILLIAMS #5262-RNKA. 125-277 COLUMBIA #USG-240-EXA. 125-277-SR L I THON I A #2SPG2U40-RNA ] 2. 125-277 2X2 PLASTIC LENS OFFICE F31T8/U/6/SP35 3500K 2-31 BIPIN DOUBLE TUBE FLUORESCENT LIGHT FIXTURE. TYPE 'KS', "K4", "K3", OR "K2" UNLESS NOTED OTHERWISE. INCANDESCENT OR H.I.D. LIGHT FIXTURE: SEE LIGHTING PLANS GENERAL NOTE #4. C C 1, 8, 11 WILLIAMS #5222-RNKA" 125-277 COLUMBIA #2SG-240-EXA. 125-277-SR LITHONIA #2SPG240-RNA ] 2. 125-277 2X4 PLASTIC LENS OFFICE F32T8/SP35/RS 3500K 2-32 BIPIN Q--+ INCANDESCENT OR H.L.D. WALL MOUNTED LIGHT FIXTURE. D D 1,8,11 WILLIAMS 115224-RNKA. 125-277 COLUMBIA #2SG-440-EXA. 125-277-SR LITHONIA '"2SPG440-RNA1.2.125-277 2X4 PLASTIC LENS OFFICE F32T8/SP35/RS 3500K,i 4-32 BIPIN EL EMERGENCY LIGHT. X ® EXIT LIGHT FIXTURE. Ea E 1, 15 PRESCOLITE #CFR-826-492-277 DOWNL I GHT VESTIBULE F26DBXT4/SPX35 3500K 2-26 G24D- 3 X 0-- EXIT LIGHT FIXTURE MOUNTED ON WALL. F EL EMERGENCY LIGHT FIXTURE ON EMERGENCY CIRCUIT. _ DISPLAY LIGHT FIXTURE (HEAD) ON TRACK (TRACK LIGHT). SEE TYPE 'Y' AND 'DD' FIXTURES. G G 1, 5, 8 11 WILLIAMS #U3G-D24-24ORS-36S-277 COLUMBIA #P4-242G-43363-1-277 LITHONIA #2PM3GB240- 18-277 2X4 PARABOLIC 18 CELL FITTING ROOMS 1732T8/SP35/RS 3500K 2-32 BIPIN 4-0 4-4 DIRECTIONAL INCANDESCENT LIGHT FIXTURE. (SEE LIGHTING PLANS GENERAL NOTE #2 & #3 ON THIS DRAWING) , Q H 2,15 PRESCOLITE #PBX-T070S-120 DOWNLI%GHT SALES- 60PAR384IR/FL/120 1-60 MED SINGLE POLE, SINGLE THROW TOGGLE WALL SWITCH IQ 54' A.F.F. SWITCH AND PLATE TO MATCH BACKGROUND COLOR. 3 SINGLE POLE, DOUBLE THROW 'THREE-WAY' TOGGLE WALL SWITCH @ 54" A.F.F. SWITCH AND PLATE TO MATCH BACKGROUND COLOR. $PL TOGGLE WALL SWITCH WITH PILOT LIGHT @ 54" A.F.F. SEE SPECIFICATIONS. $TPL MANUAL MOTOR STARTER SWITCH WITH THERMAL O.L. ELEMENT BY ELECTRICAL CONTRACTOR. MOUNT @ 54" A.F.F. IG DUPLEX RECEPTACLE RATED 20A. @ 120V. HUBBELL #IG-5362. RECEPTACLE COVERPLATE TO MATCH BACKGROUND. MOUNT RECEPTACLE L) 21/2" A.F.F. UNLESS NOTED OTHERWISE. DUPLEX. RECEPTACLE (SEE POWER PLANS GENERAL NOTE 1110 ON THIS DRAWING). FURNISHED AND INSTALLED BY E.C. RECEPTACLE AND COVERPLATE TO MATCH BACKGROUND COLOR WHEN POSSIBLE. GIB SINGLE FLOOR BOX WITH DUPLEX RECEPTACLE RATED 20A. @ 120V. PROVIDE CARPET FLANGE IN CARPETED AREAS. 1 Y '13' - DENOTES BRAS FITTINGS REQUIRED. FLOOR OUTLETS W/ TH BS GS E ED. L00 OU LE S 0 E SYMBOL BARE TO HAVE PVC FITTINGS. �! FLOOR BOX OR WALL OUTLET WITH ELECTRO/CONNECT FITTING #LD FOR CONNECTION TO O.F.C. SHOWCASES. SEE SHOWCASE DETAIL ON DWG. E-24. Q JUNCTION BOX MOUNTED IN OR ABOVE CEILING AS NOTED. J" JUNCTION BOX MOUNTED IN WALL OR COLUMN. WALL TELEPHONE OUTLET. MOUNT 1'-0' A.F.F. UNLESS NOTED OTHERWISE. RISE CONDUIT TO ABOVE ACCESSIBLE CEILING AND CONTINUE PLENUM CALBE TO NEAREST TELCO BOARD. SEE SPECS. LOW VOLTAGE SIGNAL AND TELEPHONE FLOOR OUTLET 'IN A SINGLE FLOOR BOX FOR POINT -OF -SALE DATA COLLECTOR SYSTEM AND TELEPHONE. PROVIDE FLANGE IN CARPETED AREAS. POWER FLOOR OUTLET WITH HUBBELL #IG-5362 RECEPTACLE RATED 20A. @ 120V. PROVIDE CARPET FLANGE IN CARPETED AREAS. GFI GROUND FAULT INTERUPTER FOURPLEX RECEPTACLE OUTLET RATED 20A. @ 120V. MOUNT @ 44' A.F.F. UNLESS NOTED OTHERWISE. HOMERUN TO PANELBOARD. ARROWHEADS DENOTE THE NUMBER OF CIRCUITS. !I. CONCEALED OR EXPOSED CONDUIT RUN IN CEILING OR WALL. SLANTED LINES DENOTE NUMBER OF #12 WIRES WHEN MORE THAN TWO. -- "~-� ENT SCHEDULE 40 CONDUIT INSTALLED WITHIN OR UNDER CONCRETE FLOOR SLAB. SEE SPECS. --- LVT-- -�., LOW VOLTAGE SIGNAL AND TELEPHONE CONDUIT %4" IN SIZE UNLESS NOTED OTHERWISE. ,�---FM--- TV AND FM SIGNAL CONDUIT I" IN SIZE UNLESS NOTED OTHERWISE. 400 SEE DETAIL #37 ON DRAWING E-30 FOR INSTALLATION OF ALL FLOOR BOXES DENOTED BY THIS SYMBOL. �- -�LVT- %4' CONDUIT ENT RUN IN OR UNDER CONCRETE SLAB FROM LOW VOLTAGE AND TELEPHONE FLOOR OUTLET TO NEAREST COLUMN. RISE CONDUIT TO ABOVE ACCESSIBLE CEILING AND CONTINUE PLENUM CABLES ON TO NEAREST TELEPHONE BOARD AND DATA COLLECTOR PATCH PANEL(S)IN OFFICE AREA. SC RE-ENTRANT HORN SPEAKER W/ REMOTE VOLUME CONTROL (FOURJAY INDUSTRIES #200 SERIES. MODEL #216-TD). MC MICROPHONE OUTLET (12' A.F.F. UNLESS NOTED OTHERWISE.) B�- BELL, MOUNTED 10'-0.' A.F.G. UNLESS NOTED OTHERWISE. 0- REMOTE MOUNTED PUSHBUTTON STATION FOR BELL (54' A.F.F. UNLESS NOTED OTHERWISE). SPEAKER. ' (Ps}- FIRE ALARM SYSTEM PULL STATION (48" A.F.F.) SEE RISER DIAGRAM ON FIRE ALARM PLANS. TD SPRINKLER WATER VALVE TAMPER DEVICE LOCATED IN SPRINKLER ROOM. FD SPRINKLER WATER FLOW DETECTION DEVICE LOCATED IN SPRINKLER ROOM IR INFRARED DETECTOR. SEE DRAWING E-33. © DOOR ALARM CONTACT. SEE RISER DIAGRAM ON DRAWING E-33. HEAVY DUTY DOOR CONTACT. SEE RISER DIAGRAM ON DRAWING E-33. ; VD HIGH SECURITY MONEY VAULT DOOR CONTACT. SEE RISER DIAGRAM ON DRAWING E-33. SD SMOKE DETECTOR LOCATED IN A/C UNITS ARE FURNISHED WITH HVAC UNIT UNLESS NOTED OTHERWISE. SEE DRAWING E-33. �f [I]D LUTRON #N-600 DIMMER SWITCH MOUNTED AT 54' A.F.F. / PE PHOTOELECTRIC SWITCH REQUIRING 120V. POWER. FACE EYE OF CELL TO THE NORTH. 120/208V., 3 PHASE, 4W. LIGHTING AND POWER PANELBOARD. ® 277/48OV., 3 PHASE, 4W. LIGHTING AND POWER PANELBOARD. 277/48OV., 3 PHASE, 4W. DISTRIBUTION PANELBOARD. E.C. ELECTRICAL CONTRACTOR. A.F.F. ABOVE FINISHED FLOOR. 1 N.T.S. NOT TO CALE. WP WEATHERPROOF. ; SHEETROCK J 1,8,10 WILLIAMS #7620-277 STRIP STOCK F32T8/SP35/RS 1-32 BIPIN COLUMBIA 4CS140-277 ROOMS 3500K LITHONIA #C-140-277 K8 1,3,8 WILLIAMS #7625-277 STRIP CORNICE F32T8/SP35/RS 4-32 BIPIN 10,14 COLUMBIA #CS240-8-277 3500K LITHONIA #5TC-240-277 K4 1,8,10 WILLIAMS #7622-277 STRIP CORNICE F32T8/SP35/RS 2-32 BIPIN L NOTES FO P O P S. "' 14 COLUMBIA #C-240-277 LITHONIA #C240-277 3500K K3 1,8,10 WILLIAMS 117612-277 STRIP CORNICE F25T8/SP35/RS 2-25 BIPIN 14 COLUMBIA #CS230-277 3500K 1. ALL CONDUIT IS "MC" CABLE UNLESS NOTED OTHERWISE. EMT MAY BE LITHONIA #C-230-277 K2 1, 8, 10 WILLIAMS 117602-277 STRIP CORNICE F 17T8/SP35/RS 2- 17 BIPIN INSTALLED IN GROUND FLOOR SLABS. SEE SPECIFICATIONS. i� 14 COLUMBIA #CS220-277 3500K 2. ALL CONDUCTORS ARE #12 AWG UNLESS NOTED OTHERWISE. LITHONIA #C-220-277 M 3' ALL SALES AREA CLEANING RECEPTACLE CIRCUITS SHALL BE WIRED WITH #10 AWG CONDUCTORS. N8 1,3,8 WILLIAMS #7521-277 STRIP CORNICE F32T8/SP35/RS 2-32 BIPIN 10 COLUMBIA #CH140-8-277 3500K 4. IF LOCAL CODES, REGULATIONS OR AGREEMENTS PROHIBIT THE USE LITHONIA #6TS- 140-277 OF ANY RACEWAY SYSTEM DESCRIBED IN SPECIFICATIONS OR SHOWN ON N4 1,, 6, 10 WILLIAMS #7520-277 STR I P CORNICE F32T8/SP35/RS 1-32 BIPIN THESE PLANS, THE ELECTRICAL CONTRACTOR SHALL INSTALL A SYSTEM OF SUPERIOR GRADE WITH NO ADDITION TO CONTRACT PRICES. COLUMBIA #CH140-277 L I THON I A #S- 140-277 3500K N3 1,8,10 WILLIAMS #7510-277 STRIP CORNICE F25T8/SP35/RS 1-25 BIPIN 5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL STRIP 1--I COLUMBIA #CH 130-277 3500K LIGHTS AS REQUIRED TO COMPLETELY FILL A CORNICE SECTION, IF THE LITHONIA #S- 130-277 NEED ARISES. SEE CORNICE INSTALLATION NOTES ON THIS DRAWING. N2 1, 8, 10 WILL I AMS 117500-277 STRIP CORNICE F 17T8/SP35/RS 1- 17 BIPIN F-H COLUMBIA #CH120-277 3500K 6. WHERE RECEPTACLES ARE LOCATED IN COLUMN ENCLOSURE WALLS (BOXED LITHONIA #S-120-277 COLUMNS), ROUTE CONDUIT TIGHT TO COLUMN AND TURN CONDUIT OUT TO RECEPTACLE JUNCTION BOX IN COLUMN ENCLOSURE. P 2 LIGHTOLIER # 1 135- 1 102P I- 120 W/ BLACK BAFFLE WALL WASHER POLO- HILFIGER 150R/FL (R40) ( 13OV) 1- 150 MED 7, ALL DIMENSIONS TO RECEPTACLES, JUNCTION BOXES AND FLOOR OUTLETS ARE TO CENTERLINE OF BOXES UNLESS SHOWN OR NOTED OTHERWISE. R 2, 15 PRESCOLITE #PBX-TA38C- 120 DIRECTIONAL SALES- SHEETROCK 60PAR38H I R/SP/ 120V 1-60 MED 0-+ S 2 PRESCOLITE #1586-800-120 NONRETRACTABLE DIRECTIONAL SALES- LAY - IN 60PAR38HIR/SP/120V 1-60 MED 8. WHEN WIRING 277V. CORNICE LIGHTING FIXTURES INSTALLED BELOW 8'-0° A.F.F. , ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME CARE TO CARRY ONLY ONE HOT LEG'(277V.) DOWN TO FIXTURES, THEREBY NOT EXCEEDING 300 VOLTS IN FIXTURE WIRING CHANNELS. T8 1,8,10 WILLIAMS .#SM7521-277 COLUMBIA #DE140-8-277 LITHONIA #8TSM- 140-277 STRIP COVE- CORNICE F32T8/SP35/RS 3500K 2-32 BIPIN T8 �T4 --1 T4 1,8,10 WILLIAMS #SM7520-277 COLUMBIA #DE140-277 LITHONIA #SM- 140-277 STRIP COVE- CORNICE F32T8/SP35/RS 3500K 1-32 BIPIN 9. ELECTRICAL CONTRACTOR SHALL CO-ORDINATE WITH 'O.F.C." STORE FIXTURING DRAWINGS IN ORDER TO VERIFY EXACT HEIGHTS, LOCATION AND ORIENTATION OF ALL CORNICE FIXTURES, INCLUDING THOSE THAT ARE CHAIN HUNG. J � ' T3 T3 1, 8, 10 WILLIAMS 11SM7510-277 COLUMBIA #DE 130-277 LITHONIA #SM-130-277 STRIP COVE- CORNICE F25T8/SP35/RS 3500K 1-25 BIPIN 10. ALL RECEPTACLES MOUNTED IN WALLS AND COLUMNS LOCATED IN SALES` l T2 1, 8, 10 WILLIAMS *SM7500-277 STRIP COVE- F 17T8/SP35/RS 1- 17 BIPIN AREA AND FITTNG ROOMS SHALL BE INSTALLED O'-2V2" TO CENTERLINE A.F.F. WITH LONG DIMENSION HORIZONTAL UNLESS NOTED QTHERWISE. ALL RECEPTACLES I®-i TZ COLUMBIA #DE 120-277 L I THON I A #SM- 120-277 CORNICE 3500K U4 1, 8, 10 W I LL I AMS #SM7522-277 STRIP CORNICE F32T8/SP35/RS 2-321 BIPIN MOUNTED AT HEIGHTS OTHER THAN 0'-2%2" A.F.F. SHALL HAVE LONG DIMENSION VERTICAL. ALL RECEPTACLES LOCATED IN OFFICE AREA, RECEIVING AREA, ASM ROOM, ETC. ARE TO BE MOUNTED AT 1'-0' A.F.F. UNLESS NOTED OTHERWISE. U4 14 , COLUMBIA #DE240-277 LITHONIA #SM-240-277 3500K U3 1,8,10 WILLIAMS #SM7512-277 STRIP CORNICE F25T8/SP35/RS 2-25 BIPIN II. ALL CASHWRAP ELECTRICAL OUTLET INSTALLATIONS MOUNTED IN COLUMN � 14 COLUMBIA #DE230-277 3500K AND WALL ENCLOSURES SHALL BE MOUNTED 0'-21/2' TO CENTERLINE A.F.F. U3 LITHONIA #SM-230-277 WITH, LONG DIMENSION HORIZONTAL UNLESS NOTED OTHERWISE. SEE CASHWRAP ELECTRICAL INSTALLATION DETAILS ON DRAWING E-30. U2 U2 1, 8, 10 14 WILLIAMS #SM7502-277 COLUMBIA #DE220-277 LITHONIA 4SM-220-277 STRIP CORNICE F 17T8/SP35/RS 3500K 2- 17 BIPIN 12. ALL CONDUCTORS SHALL BE 98% MINIMUM CONDUCTIVITY SOFT, PROPERLY REFINED COPPER - SOLID #10 AWG AND SMALLER - STRANDED #8 AWG AND LARGER. SEE SPECIFICATIONS. V ® V 1, 16 LITHONIA #EH- 175M 9AC-277 HID ESCALATOR WELL MVR 175/C/U 4000K 1- 175 MOGUL X1 X2 1,6,7 13 HUBBELL #LED-IEM-RWW HU13BELL #LED72EM-RWW EXIT LIFE SAFETY LED 13. ALL DUPLEX RECEPTACLES USED FOR P.O.S. REGISTERS AND/OR CRT's SHALL BE #IG5362 ISOLATED GROUND TYPE (OR APPROVED EQUAL). Y 2 PRESCOLITE-#T-800-WH-120 TRACK FURNITURE 60PAR38HIR/SP/120V 1-60 MED 14. BRANCH CIRCUITS FOR P.O.S. SYSTEM DEVICES ARE STRICTLY DEDICATED I.E., IN NO INSTANCE SHALL ANY OTHER LOADS BE CONNECTED TO THESE Z (- Z 2 CROUSE-H I NES #VGR-216- 120 RAB #VBR20ODG- 120 FLOOD ELAVATOR PIT 200/ I F ( 130V) A23 1-200 MED DEDICATED BRANCH CIRCUITS. ADDITIONALLY, CONDUITS FOR P.O.S. BRANCH AA8 1, 3, 8 WILLIAMS #8025-277 STR I P/W RECEIVING F32T8/SP35/RS 4-32 BIPIN CIRCUITS SHALL CONTAIN ONLY CONDUCTORS FOR P.O.S. SYSTEM DEVICES 10 COLUMBIA 4CSR-240-8-277 REFLECTOR & .BUNKERS 3500K DEVIATIONS FROM THIS DEDICATED INSTALLATION SHALL BE CORRECTED LITHONIA #8TL-240-277 AA4 1,8,10 WILLIAMS #8022-277 COLUMBIA #CSR-240-277 STRIP/W REFLECTOR RECEIVING & BLINKERS F32T8/SP35/RS 3500K 2-32 BIPIN AT THE EXPENSE OF ELECTRICAL CONTRACTOR. 15. JUNCTION BOXES FOR DILLARD'S SIGNS SHALL CONSIST OF ONE JUNCTION LITHONIA #L-240-277 BOX PER LETTER, VERIFY EXACT SLEEVE AND OUTLET LOCATION WITH AA3 1,8,10 WILLIAMS #8012-277 STRIP/W BUNKERS F25T8/SP35/RS 2-25 BIPIN SIGN CONTRACTOR.", ELECTRICAL CONTRACTOR SHALL DISTRIBUTE SIGNAGE COLUMBIA #CSR-230-277 REFLECTOR 3500K LOADING EQUALLY,/ BETWEEN THE CIRCUITS PROVIDED. L I THON I A #L-230-277 AA2 1,8.10 WILLIAMS #8002-277 STRIP/W BUNKERS F17T8/SP35/RS 2-17 B-IPIN 16. SEE SPECIFICATIONS ("CONDUCTORS") FOR SELECTION AND INSTALLATION OF LOW, 'VOLTAGE CLASS 2 CONTROL AND SIGNAL WIRING. COLUMBIA #CSR-220-277 LITHONIA uL-220-277 REFLECTOR 3500K CC 2 PHOENIX #DL-300-D60-3- 120 D I R/FLOOD RECEIVING 300R/FL (120V) 1-300 MED 17. TELEPHONE PLYWOOD BACKBOARDS SHALL BE 4' X 4' X �/4' SHEETS OF I DD 2, 12 PRESCOLITE #TT8-WH- 120 8' TRACK PRESCOLITE #T-341-WH-120 GIMBLE TRACK HOUSEWARES 050MR 16/C/NSP ( EXT) 3050K 1-50 2-PIN /PLYWOOD. 18. INSTALL ONE HUBBELL #105362 DUPLEX RECEPTACLE EACH FOR E.M.S. PRESCOLITE #TT4-WH- 120 4' TRACK CONTROLLER- AND TELEPRINTER. FF 1, 4, 15 LITHONIA #AH- IOOH-7MB-277 HID CANOPY HR 100DX38/MED 1- JOO MED. 19. WALL MOUNT INTERFACE MANUAL CONTROL PANEL AT 5'-6' A.F.F. TO TOP FF� WHITE ( COATED) OF PANEL. 20. INSTALL RECEPTACLE FOR MUSIC AND PAGING AMPLIFIER 5'-3" A.F.F. HHQ HH 2 PRESCOLITE u9OAM-8-120 PRISMATIC LENS DOWNLIGHT ADRIEN ARPEL 20OA (A-23) (130V) (INSIDE FROSTED) 1-200 MED J J lj JJ 2 DUAL-L ITE #EDC-104-F-TMK- 120/277 EMERGENCY ESCALATOR F-25 1-25 -- �( WITH LONG DIMENSION HORIZONTAL. INSTALL SHELF FOR SUPPORTING AMPLIFIER AT 5'-O" A.F.F. L 1 GHTALARMS - SERIES Z # 1ZG 1/L5 21. GROUND ROD SHALL BE 5/8' ROUND X 8' LONG AND PROVIDED WITH 1 #6 • INSULATED COPPER GROUNDING CONDUCTOR. INSTALL GROUND ROD KK8 1,3,8 10 WILLIAMS #7425-277 COLUMBIA #FSS-24-8-277 LITHONIA #8TSS-240-277 STAGGER STRIP COVE F32T8/SP35/RS 3500K 4-32 BIPIN KK8 IN AN ACCESSIBLE LOCATION ON GRADE LEVEL. KK4 1,8,10 WILLIAMS #7422-277 STAGGER COVE F32T8/SP35/RS 2-32 BIPIN KK4 COLUMBIA #FSS-24-277 LITHONIA #SS-240-277 STRIP 3500K LIGHTING FI T�JR NCH l� L NOTE � G� KK3 KK3 11 8110 WILLIAMS #74 12-277 COLUMBIA #FSS-23-277 LITHONIA #SS-230-277 STAGGER STRIP COVE F25T8/SP35/RS 3500K 2-25 BIPIN Kf� KK2 1,8,10 WILLIAMS #7402-277 COLUMBIA #FSS-22-277 LITHONIA #SS-220-277 STAGGER STRIP COVE F17TB/SP35/RS 5500K 2-17 BIPIN 1. OPERATING VOLTAGE = 277 VOLT. 2. OPERATING VOLTAGE = 120 VOLT. LL8 1.3,8 WILLIAMS UT421-277 STAGGER COVE F32T8/SP35/RS 2-32 BIPIN rLL8 3. TANDEM UNIT. 10 COLUMBIA #FSS-14-8-277 STRIP 3500K LITHONIA #8TSS- 140-277 4. " PROVIDE -20 DEGREE F BALLAST. 1 LL4 1,8,10 WILLIAMS #7420-277 STAGGER COVE F32T8/SP35/RS 1-32 BIPIN 5. PARABOLICS TO HAVE A STICK -ON MYLAR DUST COVER. NO PLASTIC BAG ALLOWED. LL4 COLUMBIA #FSS-14-277 LITHONIA SS-140-277 STRIP 3500K 4' 4- a � o v N •� + (D ry e� CV ' ® U) a ra + c r- u (_ IZ C a C) -I- q) c 11 U) 5 C) � u o � o _ U Q c: / ® MOTOR STARTER FURNISHED 'BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. 6. CEILING (TOP) OR WALL (BACK) MOUNTING AS INDICATED ON DRAW I NGS ARROWS INDICATE DIRECTION OF EGRESS AND NUMBER OF FACES IS INDICATED BY NUMBER OF SHADED SIDES SHOWN ON DRAWINGS. COLOR AND TYPE OF FACE AS REQUIRED BY STATE L-�f LL3 LL3 1, 8, 10 WILLIAMS COLUMBIA LITHONIA #74 10-277 #FSS-13-277 #SS-130-277 STAGGER STRIP COVE F25T8/SP35/RS 3500K 1- 25 BIPIN 7. AND/OR LOCAL CODES. HOUSING TO BE WHITE. LIGHTING FIXTURE WHEN CROSS HATCHED AND WITH E.L. ON DRAWINGS INDICATES EMERGENCY LIGHTING FIXTURE CONNECTED TO EMERGENCY GENERATOR. 1-I LL2 LL2 1,8,10 WILLIAMS COLUMBIA LITHONIA #7400-277 #FSS-12-277 #SS-120-277 STAGGER STRIP COVE APPAREL F17T8/SP35/RS 3500K 1-17 BIPIN � ELECTRIC MOTOR. NUMBER DENOTES HORSEPOWER. -+JW- ELECTRIC HEATER UNIT. MM-UP 2 LITHONIA #F2RPv2WB 120 ESCALATOR UP SIGN ESCALATOR F8TS 2-8 -- ELECTRIC REHEAT COIL AND SWITCH MOUNTED ABOVE CEILING UNLESS NOTED OTHERWISE. 8. ALL FLUORESCENT LIGHTING FIXTURE BALLASTS SHALL BE MOTOROLA ELECTRONIC INTEGRATED CIRCUIT BALLAST. SEE SPECIFICATIONS. MM-DN 2 LITHONIA #F2RPW2WB 120 ESCALATOR DOWN SIGN ESCALATOR F8TS 2-8 -- MOLDED CASE CIRCUIT BREAKER. TRANSFORMER. 9. ALL LAMP SPECIFICATIONS ARE GENERAL ELECTRIC. pp U PP 1, 4, .l5 L I THON I A #AH- 175H-9AR-277 H ID TRUCK DOCK &CANOPY (GE) HR175DX39 DELUXE WHITE 1- 175 MOGUL ` CURRENT LIMITING -TIME DELAY FUSE. SEE SPECIFICATIONS. 10. THESE FIXTURES SHALL BE U. L. APPROVED FOR USE AS RACEWAY FOR THROUGH -- -- CURRENT TRANSFORMER. WIRING F I XTURE-TO-FIXTURE. Job No. 90079 li� GROUND CONNECTION. 11. THESE FIXTURES SHALL HAVE THE NECESSARY GASKET I NG TO PREVENT LIGHT LEAKS Date APRIL,1993 , ALONG DOOR FRAME. SEE SPECS. Revisions Ep UNFUSED DISCONNECT SWITCH RATED AT 30 AMPS UNLESS NOTED OTHERWISE. [Sp FUSED DISCONNECT SWITCH RATED AT 30 AMPS UNLESS NOTED OTHERWISE. l2. PROVIDE WITH 120/12 VOLT, LOW NOISE STEP DOWN TRANSFORMER FOR CONNECTION TO 120 VOLT BRANCH C I RCU I TRY. No. Date AV HORN SOUNDING ALARM DEVICE WITH AUDIO AND VISUAL NOTIFICATION. MOUNT AT 80' A.F.F. 13, ALL EXIT FIXTURES LOCATED IMMEDIATELY ABOVE DOORS SHALL BE SURFACE MOUNTED ISSUE SHELL 5-13-94 IN f FMTGR nF nnnP SIG Anr R UMGN P(1CC 1 RI G i y 1 P I, .'POWER COMPANY'S KWH ; II •-M T. R WITH PULSE INITIATOR. � $ _ 4° C, W/4_ 750KCM (EACH) ALUM. a y TO, OWNERS E.M.S. BY � !/ n E.C. SEE DRAWING E-23.. , �►►1111 li'� I -- - � 6 s M MAIN NTERRUPTER ' MLO I I 30ooA. I11 E LINE DIAGRAM NOTES: IN ELECTRIC ROOM I ' 35.824 A.I.C. AS I L ALL CONDUCTORS ARE COPPER WITH TYPE '•THW' INSULATION. UNLESS h^{ 1/q'C.,BY E.C. CALCULATED BY - - - - - - NOTED OTHERWISE. ' METERING LEADS BY FP&L. I f-100% NEUTRAL I FP&L POWER CO. - - - - - - - - _, - - I ST - - GFl I I �-; I 2. ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE AND BE U.L. LISTED II I FOR SWITCHING DUTY 'SWD'. { f d I 1 1 SEE NOTE #13 I 35,395 A.I.C. ' 3. ALL TRANSFORMERS ARE DRY -TYPE, 48OV., 3 PHASE DELTA PRIMARIES AND 120/208V., 3 PHASE, 4 WIRE WYE SECONDARIES UNLESS NOTED SE I OTHERWISE. . c f 3000A.9 277/480V.s 30, 4W. j r ,4000/3000/3 i i i 4. ALL DISCONNECT SWITCHES ARE 3-POLE, HEAVY DUTY UNLESS NOTED OTHERWISE. { " TO PRIMARY SWITCH I . ! I 5. ALL TRANSFORMERS ARE MOUNTED ON CONCRETE HOUSEKEEPING PADS }� �-------------.• _ 8-4 C, W/4-75OKCM & 1-250KCM GND. UNLESS NOTED OTHERWISE. GROUND BY FP&L I 6. ELECTRICAL CONTRACTOR SHALL VERIFY AND INSTALL PROPER SIZE OF (r POWER COMPANY FRAME SIZE i ALL MOTOR OVERLOAD HEATER ELEMENTS. PAD MOUNTED TRANSFORMERY f 7, ALL FUSES SHALL BE CLASS 'RKI'AS MANUFACTURED BY BUSSMAN. �3 BY FP&L POWER CO. REMOVABLE NX 1200/800/3 NX 1200/800/3 NX 1200/800/3 MX 1200/800/3 2-800A, t LINK I MX SPACES I CLASS 'RKI' FUSES (600A, AND BELOW FOR PANELBOARDS, FEEDERS, RATING PLUG MOTORS, AND MISCELLANEOUS CIRCUITS) ARE CURRENT LIMITING WITH 1 OR SENSOR SIZE I I TIME DELAY, CATALOG "LPN AND #LPS, c r---- - ---1 y i ( 8. ALL 'R' PANELS AND PANEL 'TR' WHICH SUPPLY P.O.S. CASH t I REGISTER CIRCUITS AND OTHER COMPUTER TYPE CIRCUITS SHALL HAVE 1 ------ I AN ISOLATED GROUND BAR WITH THIS BAR CONNECTED TO NEUTRAL BAR MECHANICAL INTERLOCK 1 ON SECONDARY SIDE OF DRY TYPE TRANSFORMER WITH 16 AWG GROUND `� I ; I WIRE. i ------- ( ! ' 9. SHUNT TRIP CIRCUIT BREAKER FOR CONNECTION TO FIRE ALARM SYSTEM. AUTOMATIC SEE DRAWING E-33. + rt TRANSFER SWITCH CONTINUOUS GROUND BUS I 10. USE '10 FOOT' RULE IN 'OVERCORRENT' SECTION (ARTICLE 240-21) OF THE `I L - - - - - - j I i NATIONAL ELECTRICAL CODE. , 11. REFER TO SPECIFICATIONS FOR LOCATION OF MAIN BREAKERS IN ALL ' I LIGHTING AND POWER PANELBOARDS, 6-4'C. W/4-509KCM & I 12. POWER FACTOR CORRECTION CAPACITORS ARE FURNISHED AND INSTALLED 1-250KCM GND. (EACH) COPPER I BY MECHANICAL CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR. ' PROVIDE DISCONNECTING MEANS AS PER N.E.C. 13. MAIN AND BRANCH BREAKER FRAME SIZE DESIGNATIONS NOTED ON THE --- -- ---- ---- ---- -- -- -- -- -- - -- -- -- -- -- -- -- -- - -- -- -- -- -- -- --- - --- -- -- -- ------ ---- -- - -- --- e DRAWINGS REFER TO SQUARE-'D"COMPANY APPARATUS. APPROVED EQUAL BREAKERS BY GENERAL ELECTRIC AND ITE ARE ACCEPTACLE. 2000/3 I 3/q'C, I#3/0 TO Li 14. TYPE 'KA' SQUARE 'D' CIRCUIT BREAKER MOUNTED IN NEMA ONE ENCLOSURE. 1250 BUILDING COLD KW I WATER PIPE. '- a Q a 15. REQUIRES 'HACR' TYPE BREAKERS, NO EXCEPTIONS, §` SEE (SPECS.) o M Q, I - - - - - - - - - - - - - C4 a' M v 16. 200A., 240V., 3-POLE ELECTRICALLY HELD LIGHTING CONTACTOR WITH 120 VOLT 1250. KW STANDBY °' "' "' - COIL. MAY BE MOUNTED OUTSIDE OF PANEL IN A SEPARATE ENCLOSURE. EMERGENCY GENERATOR r ) ' 2-4°C, W/4-75OKCM+I#3/O GND. (EACH) ALUM. 2-4'C, W/4-750KCM+I#3/O GND, (EACH) ALUM. 1-42C, EMPTY SPARE 1-4'C, EMPTY SPARE a � DIST'. PANEL "®PN " � IST. PANEL " PN " .� s � t '` 119,763 A.I.C. 115,675 A.I.C. 4 c� �' o 1200A.q 277/480V.9 30 4W. -MOTOR CONTRIBUTION = t,156 A.I.C. p _ MOTOR CONTRIBUTION = 1,156 A.I.C. 1200A.➢ 277/480V.o 30, 4W. ' 9 - I 4-- `( J KID 150/3 KID 150/3 KI 15D/3 KA � 150/3 KA 150/3 FI 100/3 FI 100/3 I FI 100/3 FI 100/3 KA � 150/3 KA 150/3 KI )` 150/3 KI 150/3 KI 150/3 �� � "f U Q o y 2-KA SPACES 2-KA SPACES I SEE NOTE R15-/ } SEE NOTE 5 pr Y4'C, I#1/0 i TO BLDG. t a c TOCBLDG. - STEEL � `� STEEL ,! z z z a �' z z z w + + + O O O O O M In 4 ti s p \ p \ M M M M M V U p r V V U 2 �5 a v V V U V CJ N N N N N V CV ! CV N N N ='x O O W+ + O O < \ \ or 4 V V a V N O d V v 112.5 CS 112.5 C Ln ti II 2.5 cS 112.5 (i KVA �' KVA N €1- ' , KVA KVA iv 9,682 A.LC.-�+ 9,565 A,LC.�� a- 9,183 A.I.C. '' 9,080 A.I.C. t� C5 `v :r " 2'C. 4#3/0 eto to 2'C. 4#3/0 _ SEE N M NOTE #10 2'C, 4113/0 ci 2'C, 4#3/0 c (it \ (TYP,) 12,331 A.I.C. 11,783 A.I.C. 10,944 A.I.C. 10,522 A.I.Lu C. 200A, 200A, 200A. 200A. 200A. 200A. ti w inn izl icn iz inn fz 1 sin iz l �_-_-_-_J L_-_-_-_J L_-___®_J L_-_-_-_J L_-_-_-_J L_---_-_J RTAC-7 RTAG-I RTAC-6 PANEL 'INWR' PANEL 'INWR' PANEL '2NWR' PANEL '2NWR' PANEL 'INWL' PANEL '2NWL' PANEL 'INEL' PANEL '2NEL' PANEL 'INER' PANEL 'INER' PANEL '2NER' PANEL '2NER' RTAC RTAC-3 RTAC-8 SEE NOTE (SECT, #I) (SECT. #2) (SECT. 41) (SECT. #2) f (SECT, 411) (SECT. 42) (SECT, 111) (SECT. 112) #12 (TYPICAL) U. ROOFTOP A/C UNITS (TYP.) 1LU 0-4 DIST■ PANEL /, PSW" ISi■ PANEL 'PS " - � 35,203 A,I,C. I 22,629 A.I.C. MOTOR CONTRIBUTION = 922 A.I.C. 2 Q A. y 2 7 7/ 4 8 0 V■ 9 3 9 4 W. 12 0 0 A.➢ 2 7 7/ 4 8 0 V .9 30, 4 W. MOTOR CONTRIBUTION = 1,321 A.I.C. f� * I I FI 100/3 FI 100/3 KAD 150/3 KAD 150/3 KI 150/3 KI 150/3 FI 50Y3 FH� 40/3 FI 90/3 FI 50/3 FI } 40/3 FI 50/3 '� KI D 150/3 KI � 150/3 FI � 40/3 FI � 40/3 KI ��// 150/3 KI,���/%% 150/3 FI D 10013 FI D 100/3 FI � 100/3 � � J ���,,,/// ✓✓✓ ./ ���fff xr ,* 2-KA SPACES %%% JJJ✓'" �/ �-SEE # �L� 2-KA SPACES SE NOTE #15I SEE NOTE #13 (TYP,) NOTE 15 SEE �( NOTE #9 i Y� ; .. )' FIL IN TO BLDG. TOCBLDG. 10 t0l _ STEEL STEEL '.. z z z z Z d z z z U L t� r 0 c� sa cD Z c) u n + + + + + + U + + O O O O O O M M rM r7 M O O O O uo 00 + UD co a a M \ it # s, # is Via« i y� : M M tY �t '=1' �' �i M to to M m M M A M M M a) U U eJ V V U U [ }' Lj M UL3 U *f V V V [<) x N 04 N CV < a 30A. 30A, o 0 0 0 GOA. GOA. 30A. GOA. ' _ S 30A, 30A. v v a v ' S GOA. S 40A, ' 112.5 112.5 112.5 �i 112.5 C 30 °N 3 �F r KVA N KVA N KVA N KVA KVA -� { Job No. 90079 a} 4 3,715 AIC 9,598 AIC � 9,943 AIC -� 9,819 AIC- 2,890 AICI Date APRIL,1993 SEE SEE 22'C, 4#3/0 SEE SEE 2'C, 4#3/0 O (- ' ' a w Q � ? * e NOTE 414 � � � NOTE a14 � � � � NOTE #14 #' NOTE A14 � ReV1S10fIS i _ # _ - - - CONTROL' w w w SEE ��� 150/3 �; ) 150/3 15,526 A.I.C. 14,590 A.I.C. 15,071 A.I.C. 13,073 A,I.C. 12,441 A.I.C. NOTE "10 U 150/3 ] 150/3 cT _ PANEL N0. Date O o Z N NOTE 10 eN =N (TYP,) \ 2'C.4#3/0 \ \ BY OTHERS :h (TYP,) N \ ) ISSUE SHELL 5-13-94 200A, 200A. 200A. 200A. 60A, 20D/3� MLpA 200/3 2MZpA° _ - - ,- , - - 200/3) MLOA° 200/3) MLO ' j J I I 100/3 125A, 125A, 1254, 125A. 125A. -iE-41-IOil M.L.O.M.L.O., M.L.O.M.L.O. M.L.O. � C C '+ I 107A j I 107A I I T I T I I 107A I I 107A I I 45A I L- ---- J L_-_----J 15 15 I I I I L_- --.-_J L--------J L--------J f 30+ 20 10 20 - PANEL 'ISWR' PANEL 'ISWR° PANEL '2SWR' PANEL '2SWR' PANEL 'ISWL' PANEL '2SWL' PANEL 'EL' + ° PANEL °ISER' PANEL 'ISER' PANEL '2SER' PANEL '2SER' RTAC-5 RTAC-10 RTAC-II PANEL 'TR' PASSENGER FREIGHT TRASH BALER RTAC-4 RTAC-9 L PANEL ISEL PANEL 2SEL • f r (SECT. #I) I (SECT.'2) (SECT. #I) I (SECT, 32) (SECT. 01) I (SECT. #2) (SECT. #I } I (SECT, #2) ELEVATOR ELEVATOR COMPACTOR " ESCALATORS # ` SEE NOTE #16 SEE NOTE 16 i 14TO E.M.S. �I - �i TO E.M.S. I Sheet SYSTEM '`' SYSTEM ON 0 glum ffu 0"hNE LINE DIAGRA M JAMES M. STAM}AkD & ASSOCIATES INC. N.T.S. j�. ,CONSULTING ENGINEERS Of 34 1 340 ;,WASHINGTON STREET SUITE - #206 D.M. Drawn by . S. • , •'' NIONROE, LOUISIANA 71201 i PHONE: (318) , 322=0551 Checked by J. POSEY: 3 I 1 TAP BEAM GENERAL NOTES CLAMP STEEL BAR - .�� JOIST OR STEEL BEAM NOTE: WATER STUDY PROJECTED AT NODE 0 SEE (PEC) PLANS 1. Sprinkler system to be installed in strict accordance with - ALL THREAD ROD AND STUDY FOR MORE INFORMATION _ a - specificafiorfs. M w. FIRE HYDANT 1 FIRE HYDANTi < 2. Systems shown on these drawings show the system PIPE RING SPRINKLER PIPE 12" GATE VALVE Mpt�1 conf i guraf i on, pipe sizing and number of sprinklers required. r j1 `, N It is the intent of this detail to establish a typical condition -- - 2 (� When light and diffuser.locations are established. revised a 12" WATER MAIN drawings will be issued with proper coordination. Sprinkler of the required configuration of drops to sprinklers when the final installation Js complete. Bidders shall include sprinklers i bids shall be based on systems shown on these drawings. Thef installed below the ceiling including materials, labor. and SPRINKLER CONTRACTOR SHALL BEGIN HIS HIS WORK 5'-O' FROA9 �� fallowing pro rata pricing should be a part of all sprinkler testing. Interior drawings willbe issued at a later date HANGER We I BUILDING � , 3 WATER bids: indicating final head placement. The average length of the a arm -over in each drop is 4'-0' not including the 1'-0' extension SCALE: NONE " s A. Add one sprinkler prior to pipe fabrication. _ _ _ with I" cap for hanger. Some drops willbe straight down - others B. Add one spr i nk I er in field after system rough -in, but - will arm -over more than 4'-0' SEE PLAN BELOW_ ' . FOR RISER DETAIL prior to final test and acceptance. - Drops to sprinklers are not to be Installed until interior drawings C. Relocate one sprinkler in field after system rough -in, are issued. The average length of an arm -over willbe determined AFIRE HYDANT by adding the totallinealfeet of pipe from the outlets in but prior t0 final test and acceptances -_ the shell system branchlines —) to the final sprinkler head CONCRETE DECK locations indicated on the interior drawings and dividing .° 3. Design Criteria: Piping was sized by hydraulic calculations basedlon by the number of outlets indicated on the shell system. °' o ° • • ° °° . providing a minimum flow of 750 m to the hydraulically Should the total materials required for all the arm-overs •' � •� J P 9 gP y y on the project exceed the total amount outlined in this ILTI ANCHOR p most remote 2500 square feet. Previous experience with - detail multiplied by the number of outlets on the shell system, the �, - • ALL THREAD ROD z 0 Dillard s Store design indicates that this wafer demand will value of additional materials and labor will be determined by utilizing the unit prices In the latest Issue of the Means Pricing System Catalog g be adequate t0 provide .18 gpm per Sq. f$. over the most remote 2500 sq. ft. �- When interior drawings are issued, Sprinkler Contractor will be LOWER LEVEL F IN. FLOOR ELEVATION= 47.58 - entitled to his pro-rata price for additional sprinklers, but not PIPE RING �'• ; SPRINKLER PIPE FFT for relocations. Any revfsions after the interior drawings are N 4. Hydraulic calculations are based on using th i nwa I ! pipe with _ issued willbe indicated on revision drawings and shall entitle -- - -- r grooved couplings and welded branch) ine outlets for all main _ Sprinkler Contractor to his pro-rato prices for both added and xa piping. Branehline piping is threadable thinwall (X-L or appr. equal), - - ., relocated sprinklers. Where finished sprinklers are shown, this i ` :r detail does not apply, FIRE HYDANT 4— r a For definition purposes relating to pro rata pricing, system H I L T I ANCHOR HANGERDETAIL 5. All cut lengths on drawings are center -to -center d i wens i ons, (� rough -in is described as the completion of the installation of SCALE: NONE o all hanger lengths are from fop of steel or angle iron to QD the shell fire protection system, t centerline of pipe. BEAM CLAMP TEE OR ELL BRANCHLINE ' 6. All hangers are indicated on the drawings. All pipe W/ I"OUTLET r ALL THREAD ROD I supports and materials to be selected by SPRINKLER CONTRACTOR and 1 0 I"90 ° 0 1' PIPE 'TEE I„CAP I shall corm I y with N.F.P.A. #13 requirements. o { _ `l I MALL AREA ro + S I'XI'-O' ARM -OVER A °` I°90 ° " i v FD _�v IXI'-O wi HANGER 6 ALL THREAD ROD OP BEAM CLAMP I 7. All fire protection devices and equipment are to be UL/FM L N I'X3'-0" ARM -OVER i i N f ti I' SCH.40 DROP I I N �t� listed and approved for fire protection. o N I'X�/2' BELL REDUCER y' FINISHED CEILING i 8. Piping to be in accordance with ASTM A-135 OR A-53.' o �° lO'-C "AFF 1 o a ` SPRINKLER HEAD ANGLE IRON SIZE �- DOUBLE NUT & WASHER 9. NO butt we I d ! ng will be a I I Owed on welded piping. L '' PER N.F.P.A. 813 "* ` ALL THREAD ROD o Q DETAIL OF TYPICAL OUTLET LENGTH AS NOTED HDR C®J '2 N.T.S. PIPE RING c ' 10. All blind space construction is of noncombustible materials �kPLOT } and no sprinklers are required in these areas. F t SPRINKLER PIPE SCALE : 1 =50 -0 s 11. All electrical and alarm work to be provided by others. HANGER G. SCALE: NONE 12. Any material substitutions made from those specified must be x the equivalent to that item. 13. Underground piping to be rodded and thrust blocked in accordance with N.F.P.A. #24 as well as any other Standards ° or local codes that my apply. Start underground - installation at 5'-0" from building as indicated on Sheet FP--1. A I_I 14. Underground piping to be flushed according FP-1- to N.F.P.A. #24. ` 15. Underground piping to be hydrostatically tested in SPRINKLER CONTRACTOR SHALT, 3`-6" BEGIN HIS WORK 5'-0" FROG! CL COL accordance with N.F.P.A. #24, 8-9.3. BUILDING A 0 16. Flow study results: Static: 62 psi Lu ri ii C ii SYSTEM #3 SYSTEM #2 SYSTEM #1 ' 4" CHECK VALVE LOWER LEVEL LOWER LEVEL LOWER LEVEL SYSTEM 03 SYSTEM Residual: 61 psi �I� TO F.D.C. SYSTEM #1 LOWER LEVEL 1'-6/1 LOWER LEVEL Flow: 1503 gpm (.9 coefficient) _ �; DN 4X8-0 I LOWER LEVEL Flow data from Professional Engineering _J I� II o U. TO -D.C. ! Zo 6 14,_4" 14'-4" zo zo zo 20 zo 6 14`-4" Consultants, Inc. (PEC). -- -- i tL X � ELEV. � ELEV. ( � � SYSTEM #2 � X � E_LEV. I IUPPER LEVEL 17. Successful Sprinkler Contractor will bey furnished a sepia of 1 - -- - -- -u- -- - - ' - N N the drawings for his use in adding shop markings and cut CD I O i `� WATER FLOW SWITCH `� i `4 0 ` r SYSTEM #1 1° oo „ , `° `; .o „ dimensions. Sprinkler Contractor shall maintain as -built a, �' o I O q ' o °Q WATER FLOW SWITCH UPPER LEVEL 10 -0 WATER FLOW SWITCH LL 3-9 ; 6 U ,.ERFLY CONTROL ELEV. drawings and submit some to Architect at the conclusion of Q I I�0 VA. W TAMPER SWITCH FS FS FS FS FS F5 6 BUTTERFLY CONTROL WATER FLOW SWITCH the project. �, ,5 �� I ��2 MAIN DRAIN VA. W/ TAMPER SWITCH 6" BUTTERFLY CONTROL p ) LU io 6 7-5 12 I (SYSTEM #1 SYSTEM #3FS 4" TO F.D.C. �VA. W/ TAMPER SWITCH r- 1PPER LEVEL N ,s f� 1 2RIM 1 " # Y T t3 ,! UPPER LEVEL 15 6 73 6 S3) 6 WALARMNCHE�,fC}KTVALVE 18. Every effort has been made in the preparation of these 0 8 FEBCO 806 D DCDA ! —� 6 ALARM CHECK VALVE 6" ALARM CHECK VALVE 13 ' ,s AND. GRID RELIEF TRIMdrawings to avoid conflicts with other trades and to make I, 13 %� i DOUBLE DETECTOR CHEC W/ STANDARD TRIM W/ STANDARD TRIM O O UP 6X26-1 2 BACKFLOW PREVENTOR I AND GRID RELIEF TRIM 2" MAIN DRAIN the s stem fit the•buildin Successful Sprinkler (3) RISERS UP - - -- - -- - - ---' AND GRID RELIEF TRIM y 94 TO UPPER LEVEL - SYSTEM #3 i -N .,�--- 6" O.S.&Y. VALVE Contractor shall maf�. "' " SEE SHEET FP-6 1 -0 I 0 �'� 2 _ W/ TAMPER SWITCH _ _ e his s own "job check and make any J 3`-111�i, SYSTEM #2 8" O.S.&Y. VALVE-, j - 6" O.S.&Y. VALVE 6" O.S,&Y. VALVE _ a ;� 8 adjustments necessary to coordinate with other trades prior W/ TAMPER SWITCH ® O =N W/ TAMPER SWITCH W/ TAMPER SWITCH lz t0 8 O iz 10 ® $ 3-0 - 0 to fabrication. No payments will be made for changes 6'-111.2' co SYSTEM #1 N N t required by Contractor's failure to coordinate properly with - -- - conditions on the job site. PIPE STAND 8" O.S.&Y. VALVET PIPE STAND W/ TAMPER SWITCH 19. Bidders shell pay particular attention to the drop detail 8" UNDERGROUND P� ®® ®® ®/! shown on this sheet and acknowledge that his bid is in SPRINKLE R"k RISER 5 SECT I ONSECTION accordance with this detail. PLAN VIEW O SCALE: h4 =1 -0 SCALE: I,4„ _1, _0„ � 40 SCALE: I�4 =1, _o„ . SECT I s� 0® 20. O -denotes hydraulic calculation node points. �'IfT�r -7`/ f SCALE: I,4, _1, _0„ 21 A B C D E F G H J K L M N 32-0 32-0 32-0 32-0 32-0 32-0 40-0 32-0 32-0 32-0 32-0 32-0 I I I I I I I I I i I I I BUILT UP ROOF ON ��T9II1E ��LL BUILT UP ROOF ON Date APR9L, 9`�`: ! { I I 1 ( IGID INSULATION ON I i RIGID INSULATION ON I I I I I I ! METAL DECK � � METAL DECK ! i I I I ` �' Rtv .lions ,r� v ROOF DECK M.J. x G, kDTER--� N9 te > 5 v \ ELEV. VARIES C, P� ® ® „ FINL,iD FaISSUE BASE GRID 5-31-94 i 1 GENERAL REVISION 7-21-94 INTERIOR PARTITIONS I INTERIOR PARTITIONS GYP. BOARD ON STEEL COLUMNS ---�' - GYP. BOARD ON ` METAL STUDS METAL STUDS (2) UMERGR A.T.R. DUCTILE IRON FIB i4I t R _0 E`fEWLTS V t q • -���t��{,. _ FINISH FLOOR t�EN��IDI !� ELEV - 17.5. / �, �• STEEL BEAMS STEEL BAR JOIST STEEL BAR JOIST STEEL BEAMS I` � ;,•�' 4 4. CONCRETE TIRUST BL Ii CONCRETE FLOOR SLAB ' CONCRETE FLOOR SLAB _FINISH FLOOR STILE IR 9 ?I d Sheet x I - QCE��sJT LI��D> Il�= 4 . • ELEV = 00,0 �lt\ BUIUDING FLANGE SPIGOT DETAIL FP­11 SCALE '�1& = 1'-0" SCALE NONE Of 9 ®IT®%dif7 by K:STEVVART J " a Checked M,L.T. r` 1 • I r f r SYMBOL LEGEND SYMBOL DESCRIPT10td OTY. STARMIST 1,2" ORIFICE WHITE PENDENT 165 QEGREE K = 5.6 8 WITH WHITE TWO PIECE RECESSEQ ESCUTCHEONS. '` STARMIST 1'2 ORIFICE WHITE PENDENT 165 DEGREE K 5.6 . WITH WHITE 2" QEEP TwO PIECE ESCUTCHEONS. STARMIST I-Z ORIFICE WHITE PENDENT 212 DEGREE . WITH wHlrE 2" DEEP Two PIECE ESCUTCHEONS. V STAR MODEL "E" BRONZE UPRIGHT SPRAY SPRINKLER 1-2 ORIFICE 1 286' • K = 5.6. P STAR MODEL H-LD-2 1,2" ORIFICE BRONZE HORIZONTAL SPRAY SPRINKLER 212 DEGREE K 5.6 tOR APPROVED EQUALt STAR MODEL "E" BRONZE UPRIGHT SPRAY SPRINKLER 1,j* ORIFICE t Q 2860. K = 5.6 ON t"X1-4 SPRIGS. --6- i" OUTLETS ON BASE GRlD THtS SHEET. 366 i 1w PLUGGED OUTLET. 2Ar10BC. MULTI -PURPOSE DRY CHEMICAL FIRE EXT, [BY OTHERS?. .. . _ I I $a T T D _ T .. . gF G G.2 e -_- -- q 32-0 32-0 32-0 32-0 32-0 32-0 40-0 >i - - _ _ - I I i i i 1 4-0 1 32-0 i _ , i . f ( I I I i � i ------------------------ - t - zr a I - - ° -- j I I I I I i Q fizsCC �'- I I i I I i I _____ a � �'' ! � i I I l U .I I I I I I I I I /// I I I �\\ �� r /' ¢ - -- _ , I 2 I �; t i 1 I i I i I I —J I I i 1`L� - - I I i I I ( - - - - - =J - I-----' I i I I I j i- r----- i -----i — ——j------t--� �' i I I • I i i i I I 1 1 ► I j i A - ' % SPRINKLER CONTRACTOR SHALL CL COL 1 I I I I 1. I I I i I 1 BEGIN HIS WORK 5'-0" FROM i I I I 1 I I BUILQING I I I I I I I 1 i i I i j I i ; i — i ► I ! 1--------------------------------- i I i I I i i i i i I i 1 W.M.A. I �I F.D.C.------------------------------- I —_j i i i i ! Li 1 j I I ! III ----- — -- _ I Irr =-- _= -- -- ----- — _ _______ ____________- -___-_i=_____ - --- -__F.C'2� _ -+_--i-- --- +---- ►s --------- — — — — — — — — — — — — — — — —71, W 18 x 3 5 (+ 5 )—----------- — + O-----'—�--------------------------- ----------- -- ---- - ----------- �--�-= �-_ _—_(_) = - — i------- 55 I W12x14 � WI6x26 (+5) WI8x35 (+5) I6) 'WI6x26 (+5) 1I I — x26 (+) ( (+5) I j N, I [�N 2Xb-6I i -1 I ELECTRICAL I I O - - . I 1 > II �® I AREA I T I I ! 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' t —_-_ ' , _ _ _ _ _ a � I N 1 N 1 N , I �N N l w N 191 N - I 1' I I - �7M I N I N I CV I 1 1 a t-3- L —L Er =d— ®, ml� I i I I I I — — — I I - - — - - - — `., `., ao I 1 `� `� °° °° - N z4 x ew r) 1 DN 2X1-0 DN 2X1-0 DN 2X1-0 I I 1 a �{tk �.-- 11 N 1 1 I I I N-1------- I--------C"i O I - -tnl; 4.3 --- - --- - ------ ---- --- - --- --- ----- - ------------ - ----- -- -------- --- ------ ---- - --- --- ----- --- ----- ----- --- --- --- ---------- -- ----- -- - --- - (32) --- (32) M u X. --T-- --------- 1 1� 1� � ,-.. a - I --- - --_-- -- - - I o W30x99 (+5) a (32)0 1 Irrn j i� '� 1 ! I! 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Ld _ I . r 1 I I' I I 11 — 00 OD I 1 0C1 I 1 N L(-) Ln V ATCH LINE AREA A _ - a®99meame®9 a®s®e®aaaeli�•aaaa 9®9L®aL°.�e�amulcm _L9a®eama�ea a®at:z�eMann ■- - frL�■t>S9 $� stye:® cep o®i=aL . 14 V 4 p�1' I I "'I I 9®a�ea�aa�a9La9 a®99®9®99ma 9®ea® �9®9La41 at•9®a®a®aL®9 9Le>39®9®eL®aLm9 9®aa®a99o9 a® ®a9®a®9®aa®e aeslaeazataaaaa®®®9 aL®9ae�e®9e�e a�9aeea �9a®9 -area®ia�a�aa�a uimsl®�aeLaes�a9� awe �a®a o®------- ------------ —------------------------------- — ---- ----------- �® D�g� . i� W LLJ� ®9®is®9w I3®a as®a®a®a.e®e®a®.... 9®a®aa®e®eL9 aka ®.®a®i®---------------------------------------------------------------------'-----L-'J-- -'1--- —. ° ' >� m 4¢�9p�---------------------------- ----- 1 ----- �---- _- �In-rr,1 i Mir nnrn nr � ` I I l! I I 0 p { r 1 1 GENERAL REVISION 57321994 I $ " ��: 2 -6 L. . "Alf q . FIR"'S""T FLOOR"" FURE PM)TECTION 103LAN - AREA 1.NOTES 1. SEE SHEET FP-1 FOR RISER DETAILS. 2. SEE SWEET FP-1 F®R TYPICAL DROP DETAIL .�$ ` 3. SEE SWEET FP-1 FOR HANGER DETAILS. x 4. ALL BRANCWLINE HANGERS THIS SHEET TO BE L 3�8'ALL THREAD ROD X 20" LONG U.N.O. . - E----- .FP I I .. . . 'L Z ,� I-' 1. I � ; I I ' � , _, _.: __ ­' , L . . ..... L' � � - , , - �""' " � -, � I I , L ­ �,'_ "'_�. � L L _"" � ­­'­� . ", , ­ � '� , �­­' , �'� I I, I '­ 1. � I I ­ I 11 I I I- 11 � I -1 I LL' I I - ''I ' - ' '_�'�': - L I L I I " � I � . 11 I I - . - , -1 - 1. - '.1. �"':'� � , :" Z ' � �_�' , L ­� "�L ­ L � - - � ' ' '- " �,_­ __�­'�- �' �­' '' � ". ' '_ L, � , _ _ L _ ' - � '"" � '_� L " I . . .,. - I I I � �i_'� - ,. . � , �­ , '­: �'­ , .. ��­': - , "' _"�' - 4 � �' �'% __ a � ­' ,. " , . w .,,.. J K L M N 32-0 32-0 32-0 32-0 32-0 I I I I I I j , I ' I i i I i I I I I I I f I I I I I I I I j j I I I j j j i i I I I j j j I I I j j I I i SYMBOL LEGEND SYMBOL DESCRIPTION QTY. STA63M I ST '.-2 ORIFICE WHITE PENDENT 165 DEGREE K = 5.6 WIT" WHITE TWO PIECE RECESSED ESCUTCHEONS. STARIST 1`2 ORIFICE WHITE PENDENT 165 DEGREE . K = 5.6 . WITH WqITE 2" DEEP TWO PIECE ESCUTCHEONS. STARM I ST 1,2 ORIFICE 1H I TE PENDENT 212 DEGREE K a 5.6 . WITH WHITE 2" DEEP TWO PIECE ESCUTCHEONS. STAR R(ODEL "E " BRONZE UPRIGHT SPRAY SPRINKLER '-2 ORIFICE 1 2860 . K d 5.6. STAR MODEL H-LDm2 1'2" ORIFICE BRONZE HORIZONTAL SPRAY SPRINKLER 212 DEGREE . K a 5.6 . (OR APPROVED EGUAL) STAR. MODEL "E" BRONZE UPRIGHT SPRAY SPRINKLER 1`2 ORIFICE 2861. K W 5.6 ON I "X SPRIGS. -F-- 1 " OUTLETS ON BASE GRID THIS SHEET. 292 0 1" PLUGGED OUTLET. 2A.101;C. MULTI -PURPOSE DRY CHEMICAL FIRE EXT. (BY OTi#ERSI. 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I DN 1DV TO 1'Q SIf�HTOGLASS 't(%�l�g' pRIFICE �D,N 1` T,Q 1' GLO E VA.(5'1-,`AFF) I I I \ I I 1 I I I 1► DN I TO 1 SIGHTL ASS WO 2 OR IF ICE I I t I i t I I I NOTE: I I I I I I I TIE ALL LINES TOGETHR i i i j ! j j ! 1 M I I l AND RUN BELOW GRADE TO CURB I I I I j I I I I I I i I I 6 • j j i I I j i ! I � I jl I j I I II ! I I ' I , II I I ! ! ie------------------------------------- ------------------------------------- — - — - — - — I i i I II I ! I I ' I I II I I II i I I II I I ' I I a II I I N II I I it i I I I II I I I I II j I I I [. 3r-t -.zmt i r r- 1 r Uri 11 r I I.HL Ur%Ur UC. I as I L. 3. SEE SHEET-FP-1 FOR HANGER DETAILS. T 4. :ALL BRANCHLINE HANGERS THIS SHEET TO BE LC THREAD ROD X . 20" LONG U.N.O. ,3,.V` i 1 , i I ----------- 1 „ B-1 C) 4- 0 � O o (a) 5 w o N{ L ~ C3 y} V) C 4 Q y - C c Q, .0 Q +Q o ® U) O C w f SYMBOL LEGEND SYMBOL DESCRIPTION 1 OTY. �, STARMIST 1,2" ORRICE MITE PENDEi4T 165 DEGREE K 5.6 . 15 @' WITH WHITE TWO PIECE RECESSED ESCUTCHEONS. STARMIST 1,2 ORIFICE WHITE PENDL1T 165 DEGREE e K W 5.6 v WITH WHITE 2" DEEP TWO PIECE ESCUTCHEONS. STARMIST 1,7' ORIFICE WHITE PENDENT 212 DEGREE . K m 5.6 . WITH WHITE 2" DEEP TWO PIECE ESt>;UTCHEONS. STAR MODEL "E" BRONZE UPRIGHT S�RAY SPR I MKLER °tea ORIFICE t 286' . K a 5.6. STAR MODEL H-LD-2 1,Z" ORIFICE BRONZE HORIZONTAL SPRAY SPRINKLER 212 DEGREE . K = 5.6 IOR APPROVED EQUAL STAR MODEL "E" BRONZE UPRIGHT SPRAY SPRINKLER 1,2 ORIFICE 5 286'. K v 5.6 ON' 1"X1-4 SPRIGS] -� 1" OUTLETS ON BASE GRID THIS S4EET. 373 ® 1" PLUGGED OUTLET. I 2A,108C. MULTI -PURPOSE DRY CHEMI�AL FIRE EXT. (BY OTHERS). r j u i I i - t 394-6%2 32-0 " Q--A400 32-0 32 0 32-0 32-0 I-5%2 I ' rv,I 32-01 4-0 I I I I it G ., <� a I I I w I I I r Z z , u�U I I I I I I I f ti G SYMBOL LEGEND SYMBOL DESCRIPTION 'OTY. STARM I ST 1,2 ORIFICE WHITE PENDENT 165 DEGREE . K - 5 > 6 4 WITH WHITE TWO PIECE RECESSED ESCUTCHEONS. STARM I ST '-Z" ORIFICE WHITE PENDENT 165 DEGREE K = 5.6 . WITH WHITE 2" DEEP TWO PIECE ESCUTCHEONS. STARMI ST I.2 ORIFICE WHITE PENDENT 212 DEGREE . K = 5.6 . WITH WHITE 2" DEEP TWO PIECE ESCUTCHEONS. 0 STAR MODEL "E" BRONZE UPRIGHT SPRAY SPRINKLER !,Z ORIFICE 2860 K = 5.6. 4 ® STAR IDEL H-LD-2 '12" ORIFICE BRONZE HORIZONTAL SPRAY SPRINKLER 212 DEGREE . K = 5.6 . (OR APPROVED EOUAL) o STAR MODEL "E" BRONZE UPRIGHT SPRAY SPRINKLER IT ORIFICE 286'. K m 5.6 ON 1"X SPRIGS. -8- 1" OUTLETS ON BASE GRID THIS SHEET. 289 0 1" PLUGGED OUTLET. 2A.1 OBC. PAJIL T I -PURPOSE DRY CHEMICAL FIRE EXT.' (BY OTHERS) 178-0 I t r hLt, i 1 x f CID a ! 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