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HomeMy WebLinkAbout221, 231, 233, 241 Towne Center Blvdy . F",- . 4 [ .. . t - DESIGN CRITERIA r , 4? D1 ALL WORK 6HA..L CONFORM TO AT LEAST THE MiNIMUM , STANDARDS OF THE STANDARD BUILDING CODE, LATEST t _ - ,r, EDITION. , .11 D2 DESIGN LOAD VALUES: SEE PLANS D3 TO THE BEST OF THE cNCa{NEsr1R'S KNOWLEDGE. THE C2 STRUCTURAL PLAN: AND SPECIFICATIONS HAVE BEEN .6'122 DESIGNED IN ACCORDANCE WiTH THE STANDARD BLDG 11 11-1. CODE LATEST EDITION. GENERAL A& FOLLOWS: GI THE GENERAL CONTRACTOR SHALL REVIEW AND DETi ERMINE -I THATDIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL . AND STRUCTURAL DRAWINGS PRIOR TO FI45RICATION OR C4 START OF CONSTRUCTION. . G2 THE GENEiRAL CONTRACTOR SHALL PROVIDE ALL MEASURES PROVIDE 11/2" C � I `� � z ..C�..D RO.�LED CHANNELS OR �iORI,�,ON A.. 5;1RA�' NECESSARY TO PROTECT THE STRUCTURE, THE WORK PERSONS, AND BRIDGING: ANCHORS SHALL BE COMPLETELY INSTALLED AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL ' SUPERVISE AND DiRECT THE WORK AND BE RESPONSIBLE FOUR � r ; i r'3RA,.IN, FOR WA�.;.S IMMSDIATS,.Y AFTER ST.JDS ARE EIREGT�D. ALL CONSTRUCTION. G3 NO STRUCTURAL MEMBER. $HALL BE CUT, NOTCHED OR C6 OTHEIRWiSE REDUCED IN STRENGTH. G4 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, THE LAST TWO J015T SPACES IN A LINE OF BRIDGING SHALL BE MECHANICAL, AND ELECTRICAL DR"m WINGS FOR ANCHORED, SMBODDED, SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL C1 DRAWINGS AND NOTIFY THE ARCHITECT/ENGINEERR OF ANY "X" TYPE. ALL JOISTS 40'-V OR LONGER REQUIRE A ROW OF DISCREPANCIES. !35 ALL SUBMITTAL SETS SHALL CONSiST OF I SEPIA AND 2 BLUE LINES. ANY ADDITIONAL BLUE LINES WILL BE DISCARDED. G6 ANY SiUBMITTALS RECEIVED I&Y 4/E THAT HAVE NOT BEEN CHECKED BY THE GC AND HIS SUBCON''RACTOR SHALL BE RETURNED WITHOUT REVIEW. GT ALL SECTIONS AND DETAIL$ SHALL BE CONSTRUED TO BE TYPICAL OR SIMILAR UNLESS ANOTHER SECTION OR DETAIL IS NOTED. FOUNDATIONS . FI GENERAL CONTRACTOR SHALL ENGAGE A CERTIFIED TESTING INSTALLED AT 5PAC1\G NOT "`O EXCEED 4a" OC FOR AXIAL AC 5NCY TO PERFORM INDUSTRY STANDARD MOIL DENSITY TESTS TO INSURE CONFORMANCE WiTH GEOTECHNICAL SOILS REPORT. BUILDINGS CODE FRSQUIREMENTS FOR CONCRETE MASONRY SUBMIT REPORTS TO ARCHITECT AND ENGINEER. LOAD BEARING WALLS AND 60" OC FOR NON -LOAD BEARING SJS F2 CONTRACTOR IN CONJUNCTION WITH GEOTECHNICAL FIELD STRUCTURES CACI 530-88/ASCE 5-86) ,AND SPECIFICATIONS REPRESENTATIVE SHALL DETERMINE IF ANY UNSUITABLE WALLS CARRYING WIND LOAD ONLY. . CONDITIONS ARE DISCOVERED DURING EXCAVATION WHICH BE SUPPORTED BY THE BOTTOM CHORD OF JOISTS SHALL BE WOULD PREVENT ATTAINMENT OF THE DESIGN SOIL PRESSURE RECOMMENDED 5Y THE ;OIL$ REPORT. . F=3 FOUNDATION DESIGN VALUES - SFE FOUNDATION PLAN. SLAB ON GRADE " &i UNLESS NOTED OTHERWiSS IN THE GEOTECHNICAL REPORT REF=ERENCED ABOVE COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRQ' DENSITY (ASTM D1551). M2 SOIL COMPACTION SHALL BE FIELD CONTROLLED BY REPRESENTATIVE TECHNICIAN OF aUALiFIED LABORATORY. EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL Bar COMPACTED PRIOR TO PLACEMENT OF NEXT LAYER. S2 MAXIMUM SPACING OF CONTROL JOINTS SHALL 50 AS SET IN THE TABLE BELOW, OR AS NOTED ON PLANS. PATTERNS SHALL BE APPROXIMATELY SQUARE W/ RATi0 OF LONG-, SIDE TO SNORT SIDE NOT EXCEEDING 1.5. i*LAWLE THK (IN) 5 THAN /4 .AGGREGATE,AS5REG SPACING (FT) /4" OR L ARGs ER ,ATS SPACINGS (FT) 4 a 12 5 1013 G'rNEIRAL CONTRACTOR SHALL ENGAGE A CERTIFIED TE5TING c _ 12 15 NOTE_ MAX SLUMP SHALL BE 5" 53 CSC SHALL COORDINATE EXACT LOCATION OF SJ'S AND CJ'S MINIMUM EMBEDDED EDGE DISTANCE WiTH ARCHITECTURAL FLOOR FINISH ES TO ENSURE SLAB .5549 JOINTS DO NOT READ THROUGH. CONCR ETS AND REINFORCING Cl G'rNEIRAL CONTRACTOR SHALL ENGAGE A CERTIFIED TE5TING 4325,4441B AGENCY TO PERFORM INDUSTRY STANDARD TESTING INCLUDING 1d > 4 in. SLUMP TESTS AND CYLINDER BREAK$ TO ENSURE CONFORMANCE 1.0152 WITH PLANS AND SPECIFICATIONS. SUBMIT RSPORTS 4"xIa GA TO ARCHITECT AND ENGINEER. C2 CONCRET>r WOIRK. 51­44LL CONFORM TO ACI 301 ( LATEST EDITION) .6'122 SPFCIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINISS. C3 ALL CONCRETE SHALL HA,/S A MINIMUM 28 DAY STRENGTH .8,372 A& FOLLOWS: 2,26,11:7 FOUNDATIONS AND o"x20 04 SLAB ON GRADE 3000 PSI .5234 TILT -UP PANELS 4000 PSI C4 CONCRETE MIX DESIGN SUBMITTALS MUST INCLUDE THE AREA ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED W/ (2) COATS IN WHICH THE CONCRETE iS TO 5E PLACED (a.!@. FOUNDATIONS, PROVIDE 11/2" C � I `� � z ..C�..D RO.�LED CHANNELS OR �iORI,�,ON A.. 5;1RA�' 6LA5-ON-GRADE, FILLED CELLS, COLUMN$, etc.). F,AiLURE TO AND BRIDGING: ANCHORS SHALL BE COMPLETELY INSTALLED DO 60 WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTAL S. C5 FRS5A1R6 SHALL CONFORM TO ASTM -615 GRADE 9>0. WELDED � r ; i r'3RA,.IN, FOR WA�.;.S IMMSDIATS,.Y AFTER ST.JDS ARE EIREGT�D. WiRE FABRIC SHALL CONFORM TO ASTM A-185. LAP WELDED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS, F45RIC ONE MESH ; 2" WHERE SPLICED. C6 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED. THE LAST TWO J015T SPACES IN A LINE OF BRIDGING SHALL BE WELDED WIRE FABRIC", (b" ALL OTHER 36 DIA (12" MIN) C1 REINFORCEMENT IN WAL L5, FOOTINGS AND BEAMS SHALL BE "X" TYPE. ALL JOISTS 40'-V OR LONGER REQUIRE A ROW OF CONTINUOUS AND LAPPED MIN 36 BAR DIA AT SPLICE UNLESS OTHERWISE NOTsED, HOOK AND LAP ALL CORNER AND INTERSECTING BARS. (SEE iR51NP DEVELOPMENT DETAIL). I CONC a REINF'G CONT'D C5 MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOW$ UNLESS OTHERWISE NOTED. 1. CAST -IN-PLACE CONCRETE (NON-PRESTRE55ED) MIN DOVER THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORr,-EMENT: a. CONCRETE CAST AGAINST AND PERMANENTLY SXPO5ED TO EARTH 3" b. CONCRETE EXPOSED TO EARTH OR WEATHER: % THRU #16 BARS 2" #5 BAR, W31 OR D31 WIRE AND SMALLER II/:" c_ CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOINTS: #14 AND #15 BAR`S 11/211 #11 BAR AND SMALLER 3/.a" 2. TILT -UP CONCiRETS PANELS - FACE COVER a. WALL PANELS EXPOSED TO EARTH OR WEATHER 411 BAR AND SMALLER I" ( EXCEPT 3/41, ALLOWED S F SVEALS) b. WALL PANELS NOT EXPOSED TO EARTH OR UJEATWEF2 STRUCTURAL $TEei- . SI GENERAL CONTRACTOR SHALL ENG455 A CERTIFIED TESTING AGENCY TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WiTH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. S2 STEEL WORK SHALL CONFORM TO THE AISC 'SPECIFICATION9" FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION. 53 STEEL TUBING SHALL CONFORM TO ASTM 4500 GRADS B. 54 STRUCTURAL STEEL SHALL BE TO A5TM A36, UNLESS NOTED OTHERWISE. ALL STRUCTURAL STEEL SHALL BE DOMESTICALLY PROD.iCED. &5 BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT . ARE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN GOMPLE Tl D AND BUILDING IS ENCLOSED. 56 ANCHOR BOLTS SHALL BE ASTM 436 (UNO) THREADED EACH END WITH NUT AT BOTTOM TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART BELOW FOR EMBEDMENT UNLESS SHOWN ON COL SCHEDULE. BOLT TYPE, MATERIAL MINIMUM EM- BEDDED LENGTH MINIMUM EMBEDDED EDGE DISTANCE 3rl/e "x16 GA .5549 .4388 A301, A36 124 5d > 4 lei, 4325,4441B 174 1d > 4 in. M11 DO NOT APPLY UNIFORM LOADS t0 M,AS Wd;LLS FOR (3) DAYS. la DO NOT APPLY CONCENTRATED LOADS TO MA50NRY WALLS POR ('1) DAYS. Mfg EXTEND ALL VERTICAL WALL REINFORCEMENT TO WITHIN 2" or- Top F TOP OF WALL OR BEAM UNLESS NOTED OTHERWISE. LIGaHTGAGE METAL FRAMiNG LMPI GENERAL CONTR,ACTOiR SHALL ENGAGE A CERTIFIED TESTING AGENCY TO PERFORM INDUS°1'RY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PL ,ANS AND SPECIFICATIONS (Ir- PROVIDED). !PPROVIDED). 51J5MIT REPORTS TO .ARCHITECT AND ENGINEER_ LMF2 COLD ROLLED EXTERIOR WALLS ARE DESIGNED B*' ENGINEER Or- RECORD, FRECORD. NO SPECfA;-TY ENGINEERING WILL BE ACCEPTED. LMF3 CONNECT STEEL STUDS AND TRAOi�$ TO :A36 3TI�FL 04 CONCRETE WITH (2) POWDER OFRIVSN P!N5 AT SACI-4 5T'UD. CONNECT STEEL STUDS 4 TRACKS TO EACH OTHER WITH (2) 8-18 SCREWS AT iACi-i STUD. TYPICAL I1.,NLSS& NOTED OTHERWISE. &EE ARCHITECTURAL DRAWINGS EOR EXACT LOCATION AND EXTENTS Or- STEEL STUD WORK NOTE: "POWDER DRIVEN PiNS" REFER TO .1-17P LOW VELOCITY P0WC7ER DRIVEN FASTENERS WITH MINIMUM C:APAC! 'ISS AS r_o.!-OSS: IN CONCRETE: 1111b" PENETRA?iON= 1504 PULLOUT 2859 5i -4E" IN STEEL: 1/4" a 3210 PULLOUT 321# SHEAR 57 ALL WELDING SHALL CONFORM TO THE RSQU(RSMENTS OF "THE LMF4 STEEL BTIJDB SMALL MEET FOLLOWING DESIGN CR!T®RiA: GAL V #ii BAR AND SMALLER 3/4" STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF G-60 ASTM A525, MINIMUM YIELD STRESS `r0 BE 50,000 P&I THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL FOR 14 4 16 GA, AINID 33,000 PSI FOR IS 4 20 GA. TRACKS STEEL JOISTS BE E10XX-LOW HYDROGEN FOR SHIELD AND METAL ARC Al`dD ALL OTHER COMPONENTS TO BE 33,000 P61. WELDING, 5J1 GENERAL CONTRACTOR SHALL ENGAGE A CERTIFIED TESTING, Be GROUT -09Z COLUMN BASS PLATES AND PRESET BEARING PLATES .AGENCY TO PERFORM iNDUSTRY STANDARD INSPECTIONS TO- " OR APPROVED EQUAL. ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS. 05,000 PBi MINIMUM) SUBMIT REPORTS TO ARCHITECT AND ENGINEER. &J2 ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS $e PROVIDE STANDARD AIBC CONNECTIONS AT ALL BEAM TO COLUMN .AND BRIDGING SHALL BE I. BEAT"! TO WALL CONDITIONS TO 6AFEL Y SUPPORT 2/3 OP THE SAFE N STRICT ACCORDANCE WITH THE LOAD CARRY CAPACITY rrOIR THE GIVEN SPAN, UNLESS REACTIONS CURRENT SPECIFICATIONS OF STEEL J0157 IN57lTUTE AND RECOMMENDED .MODE OF STANDARD PRACTICE. ARE INDICATED ON DRAWINGS. 5J3 THE ENDS OF ALL BRIDGING LINES TERMINATING 4T WALLS OR 610 SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS BEAMS SHALL BE ANCHORED TO THE WALL OR BEAM. INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBER&, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND SJ -4 ALL STEEL JOISTS ARE TO BE CAMBERED AS SPECIFIED BY eJI TOLERANCES, 5J5 PROVIDE BOTTOM AND/OR TOP CHORD ExTENSION5 AS $11 ALL WELDED CONNECTIONS SHALL BE 1/4" FILLET ALL AROUND, UNO. STUD SIZE MINIMUM I I MI:MUM S 3rl/e "x16 GA .5549 .4388 3'/a "x18 SA bg41.365') 812 3;/e x20 GA .5354 .2608 4"X* GA 1.0152 .50211 4"xIa GA .8122 .4117 -4"x20 GA .6'122 .2588 !o"x16 G.A 2.8033 .8,372 611x18 C ,dA 2,26,11:7 .1328 o"x20 04 1.1427 .5234 LMT2 SUBMIT SIGNED AND SEALED SHOP DRAWINGS INDICATING 17RU55 PRO-iLES, MEMBER 81ZES, CONNECTIONS, BRIDGING,-ABTSNERS, LOADB AND LAYOUT PLAN TO ENGINEER -OR A,PPRO /AL. z 952105N 1�1-28-95 11:?8AM SCALE: 3/4"=12 I I- � - _s I . L _ -- _� - - - . . ' _' -F H E. . . I A I= Ia � . H C 0,T T 1: �, , " I � � I 1 I I 11, I - � . I AB ANCHOR BOLT Lr LONGI II I h V " E 04" " " 0 1 P �'PA"r :ABV ABOVE LL LIVE LOAD 1 ,A.C.I. ,AMERICAN GONCR^TE I LH LONG LEG HORIZONTAL - --- --- - - _ INSTITUTE L`/ LONG LES vERTiCA1 ; y ADO'L ADD ITIONAL LNTL LINTEL APF AA5Ovw PINIB�+ FLOOR LSI: LONG SLOTTED HOLSB 45GR AGGREGATE LONG LONGITUDINAL ,A.I.a.C. AMERICAN IN$TiTUTE OF LP LOW POINT p 5TSFL CO%167 RUCTION I I� A,I,&.!. AMSRIS AN iRO\; AND STEEL INSTITUTE M46 MASONRY AL ALUMINUM MAX MAXIMUM . A' .T ALTERN: ,TE I IIB I'm';ETAL BMJ` LT """ MSTAL BUILDING M« -R 1900 A R OH AROH(TECT(URAL) B ' r' I''' OMENT CON'�SC,T IO �A.S.T.PP. AMERICAN eol-SIETY OF M,,, TESTING MATERIALS 1'� CJ 1`1'ABONRY CONTROL JT Summit MEC: 4 MEC. 44NI CAL A.W.$. AMERICAN .iE�.DING - BOCIETY M=ZZ ME7Z�ANINS . Tower MFR M, ANU -A CTURE(ER; MIN MIN11` JM Blvd MO MT GLARY OPENi IG . B' BOTTOM OF , •e 1'1-. �,L STUD Suite BB BOND BEAM MTL MET,41 BLDG BUILDING 260 BLW BELOW B1�+ BEAM N6 NEAR SIDE Orlando BO? 50TTOM 1\1 T5 NOT TO ;C,ALE BP 5:%5S MATE FL BRDG BRIDGING BRG BEARING .32810 BRK BRiCK O.A OYERALL B5 BOTH SIDES CC ON CENTER 4G7 660 2765 B?J BOLT5= TIE JOIST . - -; OD OUTSIDE DI Al"'ETER B?WN BETWEEN OP OUTBIDS PACE Fax �0 % 875 3276 r, OPNG OPENING 0-'P OPF=O5!TS SL"AAC001 155ili; C'C CENTER TO CENTER tx" � I , ] C .4N`* G ANTIL.EvER .: l CB CONCR Tc BEAM PERP PERPNDiCUL.AR CC CONCR1rTE COL PCI PIRSCA57 CIF= CA5T IN PLACE M PLS ATE SIGN / SEAL CJ CON E)TRUGT!ON JOINT PL�''WD I''L'1'WOOD ' OR CONTROL JOINT PNL P, N i CENTERLINE PSF POI.JND$ PER �. CLR CL EAR(ANC_) SQUARE FOOT C'"1 CONCRETE ``'ASO RY ;�'Si POUNDS PE R CMU C:ONCRrrS MAA50NR�' UNI"' ,SQUARE INCH COL COLUMN PT!�; PARTITION � CONC CONCRETS- l CONN CONNECT 10N A-, - i GOVT COONT'N000S .. i CO1�1TR CONTRACTOR R RADIUS C, E< COUNTER BINK Rlrw FRS -ERs NCS C"'R C®Ei�:TER REIN- REINPORCS(D) (iNG) C?R'D CENTERED REQ RSQUiR CONSULTANT R a1:;) FRSQU1RSO Rrr R001" RTN RETURN D A D'iAMST'ER R'w RETAINING 'WALL moo" DL DEAD LOAD rasw� DN rJ" OWN ddkbrooks Assodates, kv. D T L DETAIL CQr6U FPJG s[xucn �a a+vasts11 I DEG DR. W I� G S.11 CS+ : C+EDULE �r+y� {y� I CJ' SLAB ::DQE aso Fterri, aS.ndo Av.r�.q Su44 1%), w}kar P,h, Ko,ida meg 1 ./�►/L DOWru P" um1 b15-1427 Frt 4i11» 618-YJU -. SECT RECTION 1 51-+7 5+ -+FET EA EAG+ SIM SIMILAR SJ S AWCUT JOINT >rE 'rAC+� ND SJ ^ �>rl JOIST E- SACH F=A,CE StE.... PROJECT1 I . EJ EXPANSION JOINT INSTITUTE ^ =1.45 w ;r I E= SL SLOP. E�-,/.ATIO . SP SPACE($) 'I cQ SQ'JAL BPSCB BPSC:IFIC�ATIONS HOMEPLACE . I ,I & A E Er &P EQUAL 6PACE(5) ji !G) SQ a fR S5 EAC*.+ BID 55 &TA!NL 55 STEEL BTD BT::ND ARD EW F3ACH W41e RETnIL 0 . EX° Ex"_R;OR BT:. 5?EEL ` .k. e7R BTRSNGTH Am� " W__ STRL STRUC=TURAL SW SHEAR WALL , - -AG;e OP - � -'_31 -IN -141I 1. SYMMETRICAL -D wL00R DSLF OL' 0. R A L � . 1-:.1 ..^ !N ." �,_J�,,� ; -D%: . %, -OUND.: TION�' I ,, 1: 7. , -,�. 11 I -- T I I 11.,�� -'N -1NIaH � ; - 14 .p� ;:I FLOOR t5 TIE BEAM �/,�'i PLG FL.ANGrUI"mPLY I �, ,1� I T 4B TOP $ BOTTOM ' '' r,. =5 -AR 5! DE T TIE COLUMN r I -T -00? T.D & , a;' TURN DO,UN SLAB MART ;".'. •_ -?r -OO? I !�;G i S?!71 TEM PE►R.AT'r1R ,' . 'r`HK#� THICK; , I 1 . ., THi`1S 7H.�C:iC'rN°"SLAB - . TOP'G-Or�,PI°,"4i GA GAGE, GAUGE -r',-p TYPICAL GATEWAY I I 1. 1. -, GA:, / GAL'/�ANiZE T/ Top OF� ,I _�_ i1�,,�.-' " ,, 1 �'. .,�,. � - 55 G RADE 5=_11" am ma / ! GC GENERAL CONTRACTOR . PLAZ -0 T : _j GR ION '': .- GR AgDE ; L__ l UNO U'vL;oBB NOTED �T OT+_,ER;U15S NORTHEAST CORNER OF +-4G HOLLOW' CORE 1, TOWNE CENTER BOULEVARD HK HOOK HORIZ HORIZONT=AL SR7 ,/rzQTI AI & ST. JOHNS PARKWAY HP HIGH !SOINT1. 1 H5 �E.ADED STUD SANFORD, FLORiQA Ww WALL FOOTING, i ,ISO will t;J OPENING, iD !NSIDF DIAMETER ` (MASONRY) i iF INSIDE -ACF WP WOR1!NG POINT SHEET INF®, NT INTERIOR W6 WATE RSTOP W'�%F ITU: L DED WIRS FABRIC:% l W/ WITt-+ DA(E: 17 NOV 1995 ` ' J5T JOi57 - -..: �_ - _. DRAWN BY: I. PS „1 L100 I.i CHECKED BY: BE KKt!cP/� F FROJE ; �0: 9501 1 NUM55M FOR 6F -'.-.TION ''j "i�� �ay�'i ! lrTTR FOR o�sIL RE1/151fJNS ,1. 11 I ..r A 11 1 1 .. - 1 ` l 0 H -30I .-r`� T1 TLE � . 'g5 I., .,I � �I 1. i -- ei"SET NUMBER� .. . � 1"; AK) � 4 A19fr?0W l 11 -4 1 NUMBER FOR OEGTION i LETTER FOR DETAIL`1�Jd`7 ''hl �' / 1,� ' .,I ------ - ------ - 5R � LINE - ,p . ( °�r+E`cT ON wi iicP4 SECTION }l A ] N � l�M , Z 1 OR DETAIL OCCURS �� ----------- --- Exl3�'NG _ i . - 1,:.; : �1 ; ��(�' � - '-,: �Ycw LINE - - - I RE 1�1�''?r� Y` -------------- WI!::>CiN.1 I i 0 '_ j-___ ---- ` . .. GRID E i �ONTINIt�O'�+s , TYR � LAh CALL OUT TYPICAL L kJ, T YPESI 11 SHEET` TITLE �. ST T RUG URAL PIOTES i•+16 Oor"tw� ;.aw cow,71Wdwr A,k.o'-v.rHmF2 TI+I5 41l6iGN ':1./ r- ' :ti"J AI'wt r. 'tiC7' '✓ 1 . . BR Ri9i�RODtUcPD lW.,h,%S&'J OR r 0=i2V i!,, ' ATH- FoF"2!! -_IFA ^-!.:v'k,Er. ,.i.;;` a0 v.F _ `f -'`•,� 1 11 _( .LF:2 �YP.t(b F"'�.Z'"� ESS CJ1i ...�.D ^J'Y°" v,1 s l�-^`l\ � 1, Ef - . ¢&50CIA rza 1GcQ a,Ipt r -B� r �-y"(;�- ar sc �r � 1' : �­� \. s'Rrs" O� A' * cx c B q4 ` � ifT . aW y; t I �� . 1` 1 /A11 _. -- J 5HOWN ON DRAWINGS. I ALL BOLTED CONNECTIONS SHALL BE 3/4"p 4325 BOLTS, UNO. &J(o UNLESS NOTED OTHERWISE, MINIMUM J0167 BEARING SHALL BEI 812 1 STEE.. PAN STAIRS SHAAL ®E DESIGNED BY THE FABRICATOR AND NOTE: ALL SIZES MAY NOT BE USED, SEE PLANS AND SECTIONS ON A 57EEL MEMBER OR EMBED PLATE. $HOP DRAWING$ SHALL BE SIGNED AND SEALED BY AN ENGINEER FOR SIZEIS) REGtUIRED. ISfZ AND GAGES ON SJ1 BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE REGISTERED IN THE SAME STATE AS PROJECT LOCATION. DE51CaN STRUCTURAL DWGS SHALL GOVERN OVER ARCI-t'L OW55) SiZE AND SPACINS F2E:2UiREMSNTB OF THE SJI BT:AhlDAiRD OR 100 P FRF= LiV E LOAD. L!"1P5 BRACING DURING CONSTRUCTION SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. ALL BRIDGING 513 ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED W/ (2) COATS PROVIDE 11/2" C � I `� � z ..C�..D RO.�LED CHANNELS OR �iORI,�,ON A.. 5;1RA�' AND BRIDGING: ANCHORS SHALL BE COMPLETELY INSTALLED �- � � OF ,-SIGH ZINC PAINT. � r ; i r'3RA,.IN, FOR WA�.;.S IMMSDIATS,.Y AFTER ST.JDS ARE EIREGT�D. BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS, THE LAST TWO J015T SPACES IN A LINE OF BRIDGING SHALL BE LMF6 LATERAL BRACING FOR WALLS: "X" TYPE. ALL JOISTS 40'-V OR LONGER REQUIRE A ROW OF MA50NRY BOLTED BRIDGING TO BE IN PLACE BEFORE SLACKENING OF ENSURE BOTH STUD -LANCES ARE ATTACI-IED -0 TOP AND H015TING LINES. OTHER JOISTS REQUIRE SIMILAR BRIDGING BOTTOi'9 RUNNER FLANGES. HORIZONTAL 5RACING MUST BE CONSULT LATEST SJI SPECIFICATIONS. Mi MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD INSTALLED AT 5PAC1\G NOT "`O EXCEED 4a" OC FOR AXIAL BUILDINGS CODE FRSQUIREMENTS FOR CONCRETE MASONRY LOAD BEARING WALLS AND 60" OC FOR NON -LOAD BEARING SJS ALL HANGERS TO SUPPORT MECHANICAL EaUiPM ENT, ETC. TO STRUCTURES CACI 530-88/ASCE 5-86) ,AND SPECIFICATIONS WALLS CARRYING WIND LOAD ONLY. BE SUPPORTED BY THE BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST. iF HANGERS FOR MASONRY STRUCTURES (ACi 530.1-88/ASCS 6-88) HORIZONTAL BRACING CONSISTS OP CUT -`TO -LENGTH RUNNER MUST BE LOCATED BETWEEN PANEL POINTS, PRO`/IDE JOiST M2 CONCii?FTS BLOCKS SHALL CONFORM TO ASTM C-9®. F FOR SOLID r'BQC*INS AND STEEL 5TRAPS ON. 507' -4 51DE5 Or- STIFFENERS. Li 1/2 X 1 1/2 X 3/i(o JOIST STIFFENERS MUST B STIFFENERS. (f'm = 1500 P51) (ig®0 P&I ON THE NET ARA) E STUD_ SOLID BRIDGING IS PLACED AT EA, END OP WALL, INSTALLED FROM HANGER TO OPPOSITE CHORD PANEL POINT q// ADJACENT TO WALL OP NING5 AND 5'-O!' OC MAX. RUNNER BEFORE LOAD 15 APPLIED. M3 MORTAR SHALL COMPLY WITH ASTM 0210, TYPE M OR S. !-AAS WEB -LANCE BENT AT EA END AND IB SEC1jRED r'O EACH (COMPRESSIVE STRENGTH : 2500 PSI AND 1600 PSI, STUD F=L ANGE WiTH ONE 5/5" TYPE 5-12 Lots PROPIoE SCR: W. SJIB CONTRACTOR TO FURNISH BAR JOIST CERTIFICATIONS SiGNED RESPECTIVELY. SITE TESTED MORTAR CUBES SHALL ACHIEVE STRAP BRACING OF i I/2" WiDE BY 20 ga STEEL. IS-A$TENED TO AND SEALED BY AN ENGINEER REGISTERED IN THIS SAME STATE ,A MINIMUM OF ata% OF THE DESIGN COMPRS6$11/E STRRENGTH) EACH STUD PLANGE WITH ONE 5/a" TYPE B-12 SCREW AND TO Aa THE PROJECT LOCATION. EACH RUNNER PLANES WIT>-+ -OUR SCREWS. I. BJiO POR NET UPLIFT SEE OSSIG-N LOADS ON ROOF FRAMING PLAN, M4 BLOCK SHA -'L NOT BE MOISTENED BEFORE GROUTING. PROVIDE UPLIFT BRIDGING. M5 ALL MASONRY CROSS WEBS SHALL BE FULLY BEDDED IN 5J11 ALL SPRINKLER AND ROOF DRAIN PiPES MUST BE &UPPORTSO MORTAR AROUND CELLS TO BE GROUTED. NO FURTHER THAN 3" FROM THE JOIST TOP CHORD PANEL POINTS, THIS WILL BE STRICTLY ENFORCED, WHEN PIPES ARE M6 THE MiNIM{UM CONTINUOUS UNOBSTRUCTED CELL AREA IN CELL PERPENDICULAR TO JOISTS, HANGERS SHALL BE PROVIDED TO RECEIVE GROUT MUST BE NOT LENS THAN 2"x3". MORTAR 5/,�� T�'>�!y 5-12 `�. �. ^ � �� � EVERY OTHER JOLT (APPROX 10'-O" OC). WHEN PIPES AIRF A FINE MIDST BE REMOVED AS BLOCK PLACEMENT PROCEEDS. LOW =ROPILE r -- SOLID BRDG _" -- PARALLEL TO JOISTS, TWO CASES EXIST. FIRST, PIPES THAT ARE MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE '- ^ ��­,, W^4`r SCRFlJS� CG -RUNNER) 4" AND LESS MAY BE SUPPORTED BY : SfNGL E JOIST WITH TO BE G ROUTED. ` \ HANGERS NOT TO EXCEED 10'-O" OC. SECOND, PIPES THAT ARE LARGER THAN 4" MUST BE CENTERED BETWEEN TWO JOISTS STS AND M1 REINFORCE WALLS WITH L ADDER TYPE (ASTM A-82, #g GAGE !1/ GAGE z -20 C3A„�E / STFRAP BRASING SUPPORTED FROM L4X4XE Ab ANGLE BEARING ON JOIST TOP WIRE) REINFORCEMENT SQUAL TO DURO-WALL IN BED JOINT&4 `- , CHORD PANEL POINTS WITH SPACING NOT TO EXCEED 10'-O" OC. S i6" OG UNO, MEASURED VERTICALLY PLACE PER MFR 1N$TR.J1 " .- - GENERAL CONTRACTOR SHALL COORDINATE THESE REOUIREMENTS LAP ALL HORIZONTAL JOINT REINFORCING 8", MIN. j li- "' WITH THE APPROPRIATE TRADES. SJ12 ALL ITEMS SUSPENDED FROM JOIST$ (i.e. CATWALKS, BALCONIES, M8 WHERE SHOWN, ?"°ORE$ OF BLOCK MA60NFRY SHALL BE FILLED � OPERABLE PARTITIONS, etc...) SHALL BE INSTALLED AFTER DEAD WITH GROUT WiTH MINIMUM COMPRESSIVE STRENGTH OF 3000 �-- BTL 6TUD LOAD HAS BEEN APPLIED, P51 AT 28 GAYS. GROUT SLUMP SHALL 53e 8" TO I1" F=OR TILTUP PANELS MASONRY FILLED CELLS. OI V� 7 4 � i N MS ^ ^ S GROUT FOR FILLED CELLS HALL BE POURED OR PUMPED IN � TUI ALL PANELS ARE VIEWED FROM THE INSIDE. LIFTS NOT TO EXCEED EIGHT (8) FEET IN HEIGHT, AND SHALL TU2 PAN: L .THICKNESS SHALL BE AS INDICATED ON PLANS. BE CONSOLIDATED AT TIME OF POUFRING BY RODDING OR &RACING ALT=.RNATF: SPECIAL ATTENTION MUST BE GIS/EN THE LOCATION AND `/IBRATING. 1 1/2" COLD ROLLED CHANNELS MAY BE U&SD iN LIEU OF ,ABOVE DSTA!L PLACEMENT OF THE REINFORCING. MiO PROVIDE KNOCK -OUT CMU AT BASE OF EACH FILLED CELL TO BRACE STUDS LATERALLY. CHANNELS ARE iNSER?SD THROUGH TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT STUD WEB HOL EB AND BSCURED WITH &CREW -ATTACHED 1 1/2"x2`XI& ga TU3 REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH PENETRATION (FOR LIFTS OF 5'-0` OR LESS, AKNOCK-OUT CLIP ANGLES CUT TO LENGTH !/4" LESS THAN STUD WIDTH. REQUIREMENTS, CHAMFERS, REVEALS, ETC. AT BASS OF LIFT WiLL NOT BE iREQUIRED). L 1"'1F1 EXECUTION: TU4 PANELS SHALL NOT BE LIF=TED UNTIL CONCRETE HAS M11 VERTICAL REINFORCINS MUST HAVE A MINIMUM CLEARANCES^ POSI''ION S?UDS `/; RTICAL:.Y IN RUNNERS .AND SPACE NO GREATER ATTAINED THE MINIMUM MODULUS OF RUPTURE AND OF '/z" TO INSIDE FACE. VERTICAL BAR LAP = 48 x BAER " S r � r - " THAN 16 . S-.CURF,.Y AN,.,.NOR .-.s�CH STU�,s O RUNNER UJIT:� POUR 5i8 COMPr2Ea61`/E STRENGTH AS RFQ'D BY LIFTING ENGINEER. � � r DIAMETER. VERTICAL REINFORCEMENT IN WALLS SHALL BE TYPE 5-12 LOW-PROPIL S SCREWS, TWO AT TOP .AND TWO AT BOT'rOM, SEC=URED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT WITH ONE SCREW IN EACH FLANGE. TRAC<5 SHALL BE SECURE' Y '" `° AA T'U5 THE CONTRACTOR SHALL PROVIDE DESIGN FOE? THE LIFT � AT INTERVALS NOT EXCEEDING Ig2 x BAR DIAMETER NOR 10 FT. ANCH0IRED TO THE SUPPORTING $TiRUCTURE AS SHOWN ON T«4S PLAN 'S. INSERTS AND ANY ADDITIONAL REINFORCING STEEL REC,tUIRED AT TRACH BUTT JOINTS, ABUTTING PiECES OF TRACK SHALL BE FOR THE LIFTING OPERATION. HOWEVER NO ADDITIONAL M12 GROUT PLACEMENT STOPPED FOR (1) HOUR OR MOiRE SHOULD SECURELY ANCHORED TO A :OMMON STRUCTURAL ELEMENT, OR REINFORCING SHALL BE ADDED WITHOUT THE EXPRESSED BE STOPPED (11/2") BELOW THE TOP OF THE MASONRY UNIT THEY SHALL BE BUTT -WE -DED OR SPLICED r'OGET•-iER. JACK STUDS OR APPROVAL OF THE ENGINEER. THE DESIGNERS OF THE LIFTING TO PROVIDE A KEY FOR BUBBEQUENT GROUTING. CRIPPLES SHALL BE INSTALLED BELOW WINDOW SILLS, ABOVE WINDOW INSERTS MUST C=ONSIDER THE REINFORCING ALREADY PRESENT AND DOOR HEADS, AT -REE STANDING STAIR RAILS, AND ELSEWHERE IN THE PANELS AS INDICATED IN THIS "SET OF CONSTRUCTION DRAWINGS. M13 SEE FOUNDATION PLANS FOR ALL VERT REINFORCING. TYP TO PURNi&H SUPPORT, AND B+ -ALL BE SECURELY ATTACHED TO TU( THE CONTRACTOR SHALL CHECK ALL PANEL DIMENSIONS, PLATE VERTICAL REINFORCING SiZE 8 SPACING SHALL BE ABOVE 5UPPORTING MEMBEFR5. PROVISION& POR STRJCTU RE VSQTICAL LOCATIONS AND DETERMINE THE LOCATIONS OF ALL OPENINGS AND BELOW ALL WALL OPENINGS. MOVEMENT SHALL BE PROVIDED WHERE INDICATED ON TioE PL AN5. REQUIRED. NO PANEL WORK SHALL BE PERFORMED WITHOUT M14 TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. CONTRACTORS APPROVAL OF ALL OF THE ABOVE. THE BTA51L ITY DURING CONSTRUCTION TO BE THE RESPONSIBILITY LMP6 EXTERIOR €HEATHiNG: CONTRACTOR 15 INDICATING THAT HE HAS REVIEWED THE ABOVE OF THE CONTRACTOR. r- T f- {r A w r- rq ,- S..REW A Tr.A i-4 GYPSUM SHSRATI-�IN..� TO Or EA..� STUD WI WIT- AND APPROVES THE PANEL DRAWINGS FOR ACCURACY BY THE . EXTERIOR COMMENCEMENT OF PANEL CONSTRUCTION EVEN IF FORMAL 6TAMPSD M15 MASONRY CONSTRUCTiON '"1ATERIAL $ AND INSPECTIONS SHALL I" I" TYPE(6) PF:I &-1 I COATED SCREWS SP=ACED 3/a" PROM END& AND ED!soa APPROVAL HAS NOT BEEN INDICATED ON THOSE DRAWINGS. CONFORM TO ALL iREQUIREMENT$ OF "6PE CIFICATIONS FOR AND APPROXIMATELY 8" OC. MASONRY STRUCTURES (ACI -ASCE 530.1)" EXCEPT AS TU1 MISCELLANEOUS OPENINGS MAY 55 REQUIRED FOR FIRE LiNES, MOD! -IED BY THE REQUIREMENTS OF THESE DOCUMENTS. _PRE-ENGINEERED PRE-F,ABIRIC.ATED LIGHTG,AGE METAL TRUSSES PLUMBING, SANITARY LINES, ELECTRICAL CONDUIT&, ETC. CORE DRILLING A,PTER ERECTION OF THE PANELS MUST HAVE THE MI9> STOPPING AND RESUMING WORK: RACK BACK 1/2 -UNIT LENGTH iN LMTi I iG' r r5- E � BBE ^ nLl �' `%„ 4u aE BUSSES S+ -i.., A. BE DESI,�NED BY 4 SNSH ORAL APPROVAL OF THE ARCHITECT AND ENGINEER PRIOR TO EACH COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF ENGINEER REGISTERED ENG INFER REGISTERED iN THsi STATE 0=-LORIDA. DESIGN SHALL B?r PERFORMANCE OF THE WORK, SET MASONRY WET UNITS LIGHTLY (IF REQ'D) AND REMOVE LOOSE PER THE FOwLOWING LOADS. MAS UN AND MORTAR PRIOR TO LAYING FRESH MASONRY. TUa THE REINFORCING $TESL SUPPLIER SHALL PROVIDE SHOP TOP CHORD DEAD LOAD = 10 PEP DRAWINGS INDICATING ALL THE NECESSARY INFORMATION REOUIRED TOP CHORD LiVE LOAD = 20 ;=5-- 5FTO TOACCURATELY POSITION THE RE5,4R AS INDICATSD. ENSURE BOTTOM CHORD DI AD LOAD = 10 P&F CHAIRS, BOLSTERS OR OTHER MEANS OF SUPPORTING iR55ARS NET UPLI-T DUE TO WIND _ 20 PSP ARE PROVIDED AND ACCURATELY DETAILED. LMT2 SUBMIT SIGNED AND SEALED SHOP DRAWINGS INDICATING 17RU55 PRO-iLES, MEMBER 81ZES, CONNECTIONS, BRIDGING,-ABTSNERS, LOADB AND LAYOUT PLAN TO ENGINEER -OR A,PPRO /AL. z 952105N 1�1-28-95 11:?8AM SCALE: 3/4"=12 I I- � - _s I . L _ -- _� - - - . . ' _' -F H E. . . I A I= Ia � . H C 0,T T 1: �, , " I � � I 1 I I 11, I - � . I AB ANCHOR BOLT Lr LONGI II I h V " E 04" " " 0 1 P �'PA"r :ABV ABOVE LL LIVE LOAD 1 ,A.C.I. ,AMERICAN GONCR^TE I LH LONG LEG HORIZONTAL - --- --- - - _ INSTITUTE L`/ LONG LES vERTiCA1 ; y ADO'L ADD ITIONAL LNTL LINTEL APF AA5Ovw PINIB�+ FLOOR LSI: LONG SLOTTED HOLSB 45GR AGGREGATE LONG LONGITUDINAL ,A.I.a.C. AMERICAN IN$TiTUTE OF LP LOW POINT p 5TSFL CO%167 RUCTION I I� A,I,&.!. AMSRIS AN iRO\; AND STEEL INSTITUTE M46 MASONRY AL ALUMINUM MAX MAXIMUM . A' .T ALTERN: ,TE I IIB I'm';ETAL BMJ` LT """ MSTAL BUILDING M« -R 1900 A R OH AROH(TECT(URAL) B ' r' I''' OMENT CON'�SC,T IO �A.S.T.PP. AMERICAN eol-SIETY OF M,,, TESTING MATERIALS 1'� CJ 1`1'ABONRY CONTROL JT Summit MEC: 4 MEC. 44NI CAL A.W.$. AMERICAN .iE�.DING - BOCIETY M=ZZ ME7Z�ANINS . Tower MFR M, ANU -A CTURE(ER; MIN MIN11` JM Blvd MO MT GLARY OPENi IG . B' BOTTOM OF , •e 1'1-. �,L STUD Suite BB BOND BEAM MTL MET,41 BLDG BUILDING 260 BLW BELOW B1�+ BEAM N6 NEAR SIDE Orlando BO? 50TTOM 1\1 T5 NOT TO ;C,ALE BP 5:%5S MATE FL BRDG BRIDGING BRG BEARING .32810 BRK BRiCK O.A OYERALL B5 BOTH SIDES CC ON CENTER 4G7 660 2765 B?J BOLT5= TIE JOIST . - -; OD OUTSIDE DI Al"'ETER B?WN BETWEEN OP OUTBIDS PACE Fax �0 % 875 3276 r, OPNG OPENING 0-'P OPF=O5!TS SL"AAC001 155ili; C'C CENTER TO CENTER tx" � I , ] C .4N`* G ANTIL.EvER .: l CB CONCR Tc BEAM PERP PERPNDiCUL.AR CC CONCR1rTE COL PCI PIRSCA57 CIF= CA5T IN PLACE M PLS ATE SIGN / SEAL CJ CON E)TRUGT!ON JOINT PL�''WD I''L'1'WOOD ' OR CONTROL JOINT PNL P, N i CENTERLINE PSF POI.JND$ PER �. CLR CL EAR(ANC_) SQUARE FOOT C'"1 CONCRETE ``'ASO RY ;�'Si POUNDS PE R CMU C:ONCRrrS MAA50NR�' UNI"' ,SQUARE INCH COL COLUMN PT!�; PARTITION � CONC CONCRETS- l CONN CONNECT 10N A-, - i GOVT COONT'N000S .. i CO1�1TR CONTRACTOR R RADIUS C, E< COUNTER BINK Rlrw FRS -ERs NCS C"'R C®Ei�:TER REIN- REINPORCS(D) (iNG) C?R'D CENTERED REQ RSQUiR CONSULTANT R a1:;) FRSQU1RSO Rrr R001" RTN RETURN D A D'iAMST'ER R'w RETAINING 'WALL moo" DL DEAD LOAD rasw� DN rJ" OWN ddkbrooks Assodates, kv. D T L DETAIL CQr6U FPJG s[xucn �a a+vasts11 I DEG DR. W I� G S.11 CS+ : C+EDULE �r+y� {y� I CJ' SLAB ::DQE aso Fterri, aS.ndo Av.r�.q Su44 1%), w}kar P,h, Ko,ida meg 1 ./�►/L DOWru P" um1 b15-1427 Frt 4i11» 618-YJU -. SECT RECTION 1 51-+7 5+ -+FET EA EAG+ SIM SIMILAR SJ S AWCUT JOINT >rE 'rAC+� ND SJ ^ �>rl JOIST E- SACH F=A,CE StE.... PROJECT1 I . EJ EXPANSION JOINT INSTITUTE ^ =1.45 w ;r I E= SL SLOP. E�-,/.ATIO . SP SPACE($) 'I cQ SQ'JAL BPSCB BPSC:IFIC�ATIONS HOMEPLACE . I ,I & A E Er &P EQUAL 6PACE(5) ji !G) SQ a fR S5 EAC*.+ BID 55 &TA!NL 55 STEEL BTD BT::ND ARD EW F3ACH W41e RETnIL 0 . EX° Ex"_R;OR BT:. 5?EEL ` .k. e7R BTRSNGTH Am� " W__ STRL STRUC=TURAL SW SHEAR WALL , - -AG;e OP - � -'_31 -IN -141I 1. SYMMETRICAL -D wL00R DSLF OL' 0. R A L � . 1-:.1 ..^ !N ." �,_J�,,� ; -D%: . %, -OUND.: TION�' I ,, 1: 7. , -,�. 11 I -- T I I 11.,�� -'N -1NIaH � ; - 14 .p� ;:I FLOOR t5 TIE BEAM �/,�'i PLG FL.ANGrUI"mPLY I �, ,1� I T 4B TOP $ BOTTOM ' '' r,. =5 -AR 5! DE T TIE COLUMN r I -T -00? T.D & , a;' TURN DO,UN SLAB MART ;".'. •_ -?r -OO? I !�;G i S?!71 TEM PE►R.AT'r1R ,' . 'r`HK#� THICK; , I 1 . ., THi`1S 7H.�C:iC'rN°"SLAB - . TOP'G-Or�,PI°,"4i GA GAGE, GAUGE -r',-p TYPICAL GATEWAY I I 1. 1. -, GA:, / GAL'/�ANiZE T/ Top OF� ,I _�_ i1�,,�.-' " ,, 1 �'. .,�,. � - 55 G RADE 5=_11" am ma / ! GC GENERAL CONTRACTOR . PLAZ -0 T : _j GR ION '': .- GR AgDE ; L__ l UNO U'vL;oBB NOTED �T OT+_,ER;U15S NORTHEAST CORNER OF +-4G HOLLOW' CORE 1, TOWNE CENTER BOULEVARD HK HOOK HORIZ HORIZONT=AL SR7 ,/rzQTI AI & ST. JOHNS PARKWAY HP HIGH !SOINT1. 1 H5 �E.ADED STUD SANFORD, FLORiQA Ww WALL FOOTING, i ,ISO will t;J OPENING, iD !NSIDF DIAMETER ` (MASONRY) i iF INSIDE -ACF WP WOR1!NG POINT SHEET INF®, NT INTERIOR W6 WATE RSTOP W'�%F ITU: L DED WIRS FABRIC:% l W/ WITt-+ DA(E: 17 NOV 1995 ` ' J5T JOi57 - -..: �_ - _. DRAWN BY: I. PS „1 L100 I.i CHECKED BY: BE KKt!cP/� F FROJE ; �0: 9501 1 NUM55M FOR 6F -'.-.TION ''j "i�� �ay�'i ! lrTTR FOR o�sIL RE1/151fJNS ,1. 11 I ..r A 11 1 1 .. - 1 ` l 0 H -30I .-r`� T1 TLE � . 'g5 I., .,I � �I 1. i -- ei"SET NUMBER� .. . � 1"; AK) � 4 A19fr?0W l 11 -4 1 NUMBER FOR OEGTION i LETTER FOR DETAIL`1�Jd`7 ''hl �' / 1,� ' .,I ------ - ------ - 5R � LINE - ,p . ( °�r+E`cT ON wi iicP4 SECTION }l A ] N � l�M , Z 1 OR DETAIL OCCURS �� ----------- --- Exl3�'NG _ i . - 1,:.; : �1 ; ��(�' � - '-,: �Ycw LINE - - - I RE 1�1�''?r� Y` -------------- WI!::>CiN.1 I i 0 '_ j-___ ---- ` . .. GRID E i �ONTINIt�O'�+s , TYR � LAh CALL OUT TYPICAL L kJ, T YPESI 11 SHEET` TITLE �. ST T RUG URAL PIOTES i•+16 Oor"tw� ;.aw cow,71Wdwr A,k.o'-v.rHmF2 TI+I5 41l6iGN ':1./ r- ' :ti"J AI'wt r. 'tiC7' '✓ 1 . . BR Ri9i�RODtUcPD lW.,h,%S&'J OR r 0=i2V i!,, ' ATH- FoF"2!! -_IFA ^-!.:v'k,Er. ,.i.;;` a0 v.F _ `f -'`•,� 1 11 _( .LF:2 �YP.t(b F"'�.Z'"� ESS CJ1i ...�.D ^J'Y°" v,1 s l�-^`l\ � 1, Ef - . ¢&50CIA rza 1GcQ a,Ipt r -B� r �-y"(;�- ar sc �r � 1' : �­� \. s'Rrs" O� A' * cx c B q4 ` � ifT . aW y; t I �� . 1` 1 /A11 _. -- J \\� �I 1 PLAIN T •H E : SCOTT PARTNERSHIP.. SSV (' 1900 Summit Tower -I Blvd —A Suite 260 Orlando �j FL 4 32810 ! S-3 407 660 2766 Fax 407 875 3276 _ SL#AAC001155 �I z i r� SIGN / SEAL I ra I I CONSULTANT _ � REIN= w� oxQ-hi1.4XNJ'.4 �'�p O'/ER o 1"11L /,:POR E3ARRIER ON (BEN E>L-45 - ON GR GE rrT.�ILS AOR PLAS-sl IfENT Or- REIN;:) VA U , irton SL-�5 EL = I00'-011, L+NO CRarm EREN-'s ONL Yi raswel E)EM C!,/IL. POR Mitt&Ao4s Associates, inc. 3. 1/ LUALL PTO EL = QS' -8", uNO. ems^ PLAN WMAT+c MRUCTWI64UK is MOR eTE= =TO LOC 41TIONB. 950 Naas QW& Avwe, M* W, Wnta Pwk Baia. 3A89 .4`. INTERIOR 9ri— CO:- =Tr = 3-,j _�' TYP I.�NO (407) &4S-3423 F&CWMsu-3790 4. "'! EXTERIOR STL SOL FTS v S8'-8", T°t'P WNO AR= 4,9 O_LOUJS- p�! PI PIC ANG P23 P44 i 1/4" (NO REQ/EAL) PROJECT I p.: To4E pu! L G NCS.HUMEPLACE i /OIG INTIvR�ERENGE UJ/ OVER TRAGE& 5ES STEPPIrG RETAIL 08. .1L_. r-756 4%;ZE S—=NTEREG ENS Ti�► �R t^i.�LLS �,NG OOL�, T`'P ANO nn (�P:�N�L REIN- :S,NC� EM�EGGEG S. SEE al -+T -B-8 AOR STEP PTs- N T I N LF 0 u Li jLk INJ3/32'-1'-O® OVERALL GOOIN SCHEDULE MARK SIZE (L X W X//0) REINFORCING REMARKSVI' PI SI-011XIBI-X21-011 (11)zb 54T SW ANCH SOL V' �2 0'I-0II 5' -0N , -V 11 x 'I C!i!i%/�� E30r FEW SIZE -� 547 5w . REMARKS �� �I-/ IIx/ 1-V/_ IIx21-�i I✓-%,Ilii''-�L/II C'✓/ �.% 50T SU) WP �I-�Ciillx���%%I- C )�mi 507 5W A B -011x5'-®1'X!'-01 (5,195 Emu) D v50T C-4/ 5 50T EW (4)$5 507 BW, Cv) 5 50T —1W v^y V�ir�il �? 7�iX 1x1/� ®"x�'-O" (2)95 1 'W 54T,C'�5 L '' TOP �UALI- �TG ui=2 OON"'x3'-®11x11-Cri" (2)95 LW 50T,O! Z5 LLV 74P, x4 'd) 24" Sly: 50T UJALL 1=TG TCSI TS&xeoxl./• C2/'o5 -1 W 507 TURN DOWN SL415 Y052 GONTxI'-O"xl'-D" (2;4-V LW 50T 1'�.12N OO'aJN 61,45 NOTE: SEG ARC«4 POR SPL.17- =AGEC VENSER NOTE: �. Or- aTL COL 5Ar"IE AS S OF PANEL BASE PLATE ANCH SOL V' MARK SIZE CAP PL REMARKS A B 11 E D v^y V�ir�il �? 7�iX 1x1/� I ?311 111 +J /�11 r,�ll L II 3/4 SECTION C2 TS&xeoxl./• ',2 SEE - SECTION C3 --- --T54x'�4x3/1c� - _ 12" 3i4" 2-41' 5EE SECTION SEE -- �� r�+q ,( ,f 101, /� !16/11 ,i'll 1211 ±� 3/4" SSC 1 14N NOTE: SEG ARC«4 POR SPL.17- =AGEC VENSER NOTE: �. Or- aTL COL 5Ar"IE AS S OF PANEL j 05(X LEAVEOUT -4") EA R1rF: ARCH t COL a FTG _ PNL BENT BAR. MfN �. /-- 5% COL 5A I TILT -UP WALL. f -SEE SITS PLAN I `� 3%" laga MS lo" O.C. PANEL, T'✓p - —I TILT -UP WALL PANELr------ I CONTROL LINA `r;oNEER I SES ARCH. `., -_ � �-- REF" ,`� �--- R�F• � R r ,A ri I I � GLAZING .. RG _ _ 'II I � S3 SJ SEE ARCH FOR j I I I ( 1/2 a EJ T'YP L-AvaOUT SEE FLAN 2'-3" FOR W AL <WAY i I( 5LOPS C N SLA5 f i I ► I f T/GMiU =L FIN. FL. =1 BLAB OR GRACr PROVIDE ENCASEMENT I i - NOTE: I I ^ i i x—x—x—X I I —x --x —x 7 IOO -O SIDE PLAN � �. i \ is I AROUND STI COL (MINI I I WdJ1� NOT SHO�e. � � � REF: ARCH - r SLOPS i 3" COVER) \ / / FOR CLARITY 5X"�'-'o" ,®A N Co' ONTM. OPTION PNL DUJL. TYP . �'" GM�J '#4 VERT IN A 0RNER POSITION BAR U, 10. —'T X—" FiLL BLOC< SOLii� W/GROUT. #4X1'-0" (2 PER PNL ") I I GROUT �AFTOR FINAL 1 � REF: FTG SCH I { I�/2" NON -SHRINK 1a " i — ;. TYP — GROUT, TYP P��. POS►TIONII�.G CLR ��/��/�`®— ,�, 05 S 48" M1N. \\ u1 1 TiFTG EL ./�\ '- . . 0 • a Ei ams -AN PL (3 BAR MINI l�wR PNL, 2 BAR MIN sl T/4�t..i CL VD I t EA LSG IN OPNG L ARG ER THAN a' -OI') ��= PLAN — �'` . RO�'ATE HiC TO MAINTAIN CLEAiANCE T`t'r°= BASE ie SES COAT ALL STL BELOW • FTCz SCH TYP .� ri TYP SHIM AS RSO'D 4 i GROUT SCHEDULE, :DULE, TYP GRADE W/ BITUMINOUS 3 ....R I PAINT, TYP ?'YP I SOLD FULL LENGTH OF WALL Ik REF: =TG, SCH. L SECTI Iii TDSANDZOR COLSECTION EXT COLSECTION EXT WALL FTGE TI""N ERCT DOCKHIGHFTG S--3 STOREFRONT S-3 S-3 S-3 I. II i - _ SEE A;Zr,; . OLUGS FOR HANDRAILS OF WALL 4 FTG � 24 DUJLS Is 24" OC � e"SEVE INSERT. TYPICAL Rte ' DOC< LEVE -LER MFR a -11F -1 IU � - �/ I REFER TO ARCH RE: ARCH +:OR FzL SSI- - 1 3X3X a W1 '/2"(P FAGS OF WALL # i ^ 181 — Ii 1.rt��� R H FOR HAN®RdalL DETAfLvS �IP� S� �,: ti�LAN----�LG HS IT 12 OUT OF PLUMa �_-. A CAT ALL EDGES TO FORM SO'__-__ — ST,�Iia' L AND!NGS!OPt ON � �� -� BEYOND UNO / A S AB = j � tsJ BASS L r- f FiI ' FL EL SITE PLAN i '— SEE PL ANI fy LL —_ ND 3 NOT U « I PLUMB LINK --2X4 iGEY [Y (-ONS'. Lax L 0 ^ Ow I 4 12 SW Uw S _ " \ REM'D THIS L� (REF ONLY) I � 12 OG 1 VST EDGE w I N �8 I 411 ;tii EW, BOT ��� SLOPS I � v 'w' x- I , C2i#5 C \ [ 2 � I x -.^— X x — R x x — x -- x _. � II / / \ `\ \ \ \/ `- MATCH MAIN SLAB REINr (2) #5 CONT \�/\\//\\\\//'/ #5 2.4" OC-� 5 24" Oe" I SEE PLAIN' (2) �5 CONT #2 DuJLS 2'-C�t1 ©C U)ELL'`.OMPACTED 77 FILL EL "41-011 (2) 95 CONT WELL COMPACTED 1 - &i ��12 WALL (2) fl FELL\\� TiFTG EL - - V\ EACH WAY F T! FTG ML IF SEE PLAN— h SECTIO.INDI's LEVELER. SECTIONSTAIRS `SECTIOi\4 EXTERIORLANDING S_3 S-3 �-3 I, TILT -UP WALL _ PANEL --- L�;A`rE®UT SEE PL AN COORD W/ OH �H DOOR STEEL PAN STAIR —\ f: DOOR MPR L3/ 2/e,`sXIX 4" He ( TILT -UP COL FiG BY /.a SLOPE I I ( 'e 12" OG W4LL PANEL I 1 SME FLAN COL BL OC< OUT J I I STL OL � TT,ACH TO SLAB w/(' ) SSE PLAN �, " ^ 1/2 EJ ES— REF: I I 3,4x5 I/2-4ILT! G`J!< BOLTS wwr- 5EE PLAN I ! ^ - \ \ \ S-3 "'F- I 1 MOVE DWL TO ' \�\j�\\/ PLAi'�! { I / I 4 II , CLEAR Oi F /Ilk 1326, 3 5/a MS \. F!N rL EL BASE FE SEW I i FIN FL EL � � 12 OC F--- SLA3 RM: 1/4"x 'o�w..e I x I I ® PLAIti fi. EE PLAN � -� i { ^ ' -x- x SCH�D�.+LE ' fy CIVIL Gi X°.�.8 W/ 10' r 1 /2 " HC x } /\// //' ! I ► i ___ �� /i.��i �T�,_ , �\� \�� /\� (( i . 1�/2' WIDE BENT iA VAv /\/\/ I I I MSNRAa, x ---x— --x—x � � STRAP ANCH_'S T/FTCs Sit - ME ' _ ��\/\/ rX S 12 OC T45 CSTAGCER) SME PLAN • TYP I REF: ;'TG. B.C.H. #3 TRANS 3a" OC SECTION @ OSI DOOR SECTION @ INTERIOR FTG STIO Ih' T ATLCOL 1 DETAIL STAIRSTRINGER �SECTION I" LOAD S-3 �-3KS-3 S'-3CONN SI A L/_\B BEARINGWALL I: SEE NOTE 2 "SOFF-CUT" 6A11JCUT 1/2" PREMOLDED EXP r JT FELLER JOINT "B" CLASS ,�--- ��� FACE OF WALL, X _ X -- — X — x —„ _ j LAP, M!N COL, PANE L.- ..\ \ NOTE 3 f NOTES: I ! Q NOTES: I. USE SMOOTH DOWEL COATED i. CUT SLAB A5 $OON AS AGGREGATE `� I r . � (� AiNa{CSN JOINT)— ONE END TO PRE`rENT BOND. DOES NOT DISLODGE (MUST BE WITHIN TILT -UP PNL TILT -UP PNL SEE SCHEDULE BELOW. SAME DA"r AS CONCRETE PLACEMENT), TYF= LAP ( � I 2. RE1NF NOT SHOWN FOR CLARITY. 2. PLACE REINF 1/3 SLAB DEPTH FOR GROUT SOLID 30 DIA F, I CORNER 5AR DETAIL. I V-1�JISCONTINUa REINF AT JOINT. SLABS GREATER THAN 5" i1/2" CL R T/ FTG EL I , , °� i TO FAR FACS I 01 D, i i FOR 5L ABS 5" OR LESS. I EXTEND N ER O R BARS .- 4:. 3. DWLE) SH,41 L BE CUT TO LENGTH PLAN 1:4 SL, PE NOT SHEARED. 3. CUT 2;3 OF SLAB REINFORCING. SEE I SMOOTH DOUJSL. FDCHEDUL E SLAB DEPTH ( INCHES) DIAMETER ( INCHES) TOTAL T SPACING LENGTH G TO C ( INCHES) (INCHES) Q '/2 12 12 5 NOTES: 1. PREVENT BOND BTWN o SLABS. 2. DISCONTINUE iREINF AT JOINT, 3. THiS IS ALTERNATE CJ FROM . PRIaFERR'�C'� OC7WELLED GJ" 14 12 USE KEYED CEJ ONLY WITH 11/6 ENGINEERS APPROVAL. SMOOTH DOUJSL. FDCHEDUL E SLAB DEPTH ( INCHES) DIAMETER ( INCHES) TOTAL T SPACING LENGTH G TO C ( INCHES) (INCHES) 4 '/2 12 12 5 D/81 12 - 12 o _ 3/4 14 12 i '/a 14 12 a I 14 12 S 11/6 10 12 10 VIA 16 12 — 4. HAND TOOL JOINT TO FACE OF LJ.�LL, T/ FTG EL 5J (SAWCUT JOiNT� SEE PL Ai!! - 18° __—®._---.- � _——-— I RIa INF SEE PLAN ,:. — ..LR STD HOOK, TYP CORNER BAR, TYP / xREF �VV S -,RAL NOTES (M„T GH i-�'Ot'�I �ONTAL FOR REQ'D COVER BAR Sf; E) REINF SAME AS ' IN FTG SCHEDULE 852 QS3; ,ti -2S-95 t2c30PM SCALE: 3 F'=12 t i / IN IN NJ m ,m, Ov: RALL 250' 011 — — CRI© �1/��-Pi111 4s^%'-w✓II ,iC.l-�II 451-011 ��I-VII d�'-SLI II I I I I I T/WALL IrL x'111 I P14'I S_6 Ii P11i1� PIS P2 I i�22 I 120 -0II J�aT �FZCa SL 12C�'-�II r 14) 01 U All (Al Y vtI ?t I I 19 97 �7 T eF ZG"TN J"aT ORC� EL — -- --iN-1. K m 32 rN�. K 32 ANT. K 32 �N'1- K T I II RTU. m t0�0 i 111 111 1+1 �1 111 111 v It 5-6 -- - - v ---- — u 1 v•,, - - - --- CIA ATE) t�Tl� 220 3 252 4 �L �e9TI�IRG EL — Tt6 *N *1 5K m 4Gr �N''. K a) � F, r�� �0 9Ni. K 4® 9Ni. K �O 'BNi.SK i -- � m I Q) tp [I) m Rl �1 cv 1 1 -' c1 V al 14 'tiv fL [`1 (11 ill 19 r Jai >~RC EL r S N aK - VVll 7122 2� Mto r, � RiP1f�vD 2E4P r4 o S -6S-6 S_69 -LIC S-6 � p c11 U U - -- ft- U U U U k�L`fvl � --- t - nr 4- —1 4 L`1 111 V4 c1 c 1 Eli ly ©_Y:"Ilk r ! t O �1� �� K*6 p/77 `�� 7� S-6 �! ..i T ic.ro �O. iN?. K m 4,O�c9Ni. K fr 40 �Ni. K 40 �N"l. K � . - --- �RC� �� "11 2 m I. < ^s i� u=aa m m m m m lel tK v� Q 3 ^l `) -- ' U U U U U U Y qq� j 111 (`1 ca IPA 0" - — — ---- -- - -�,- 4a 5Pa_ E5 5'-01, OC 0'K'2 .® S_7 J 113 �; !/t`-(T/0M S_6 Wlax 0 CL AM5 R 1 S JST BRCS ML uJ24 66 C 1 �- :S,M SR 1" (T/5=L124'-4'' _ 12.4' - 4.1 1 P44 P4.3 1=42 P4I F=40 P31B TAIJALL EL _ _ x IZa'-8" S-6 All 3 ko 1 3 47 :47 M5 TRU 65SIB IM 2'-V OC —----°-} I 250'—�u I c_ T/6% BM SL moi`. 3.9 S_7 ROOF FRAMING i • fay • L A"rM-;;ZAL. DEBkSN L OAC) iN tar�,aci�� - !00� =A.CYOR = 1.0 ROOF FR.4rING NOT e: „5II 1" "'% DECK W/ 5/e"p P�^OLI� i1J L✓a ^a aJPPORTa 4 010 'r-=<-& S w�L�a SPACIN IT EXTROM alb: 5 OF 12" OC. !!; eCR='>jj =ER BMAN 6+44,;.L 5M PRO`/�✓�O � p2E0UIr��MrN'rS FOR JE 4 JST !a1RDcR. �. BEE FOR =)ET iLS. PaR AHLE!B") BE UTILIZED AT 'JNIT6, BEES r'L AN. 5. 1Bcc FnLA1Na POR JOIST 5RS LEVATIO\la. o. Smlo ARIS64 POR INTERIOR ORAIN6 E E)CUPPER6. STJ" iN ICATES 5OLTED TIm JOIST P> R Off;-�.� RMQWIRIrMr=1NTS. 1900 Summit Tower Blvd Suite 260 ;;z U5 MA-MRCHAND152 NA/, � 26'-3 3/4" t-ISZZAN Bels FMAi`"'i INN NOTES- MEZZANINE 6r4EATHIN(s SHALL B E 3/4" A.P.A. RATED BTIJRD-I-FLOOR ATTAISwED TO r -R: ,MING MEME3ERS Wl;;Io TEK 8GRSW5 ,T 12" OG. 95219S5 11-28-95 12:42PM SCALE: 3/32"=12 (dg� INJ kj m3/32°-1,_p. 111 ZI iu j� nI n i I FB I AT"RAL ®EBIGN ! OA!:� WIND M=" IMPORT.�NCc r -ACTOR = '.Cd 2I fQoor- PR,4M1N� NOTEM: fill22ea, '"YP"E "e" i11% DEC< u)/ PUDDLE WELD& 9 BuPPORTB 3 tt10 TE<B 9 Q BiDELAPB, ARO`tlDc 3611 PATTERN FOR I WEL.D6 W,/ BPACIN5 s 1rXTPEMc 91DEB OP 12" CC. BEE PLAN FOR THE LIh11` 6 OP THE DEC< aIOEL, ;P « A�"ENING PA'"TERN�: PATTERN "A": d BIDEL AP=ABTENE RB PATTERN "5": 2 BIDELAP FASTEN RB PATTERN "C", 1 BIDSLAP PASTENER 2. BEE STR',JCTURAL. NJTE B�-4EET P®R ef;ZDG RE; UIREMENTB FCFZ )e7e a JBT GIRDERS. 3. BEE EZC-f0s,1B FOR PRAMINGa DE-4,ILB. �- J�J` IBTB DEB(C�NATED iCCB C�.',OA B'"..�N'" SWEAR PER "vULCR4,r-r 74,5LEB"> B ALL 5E UTILIZED AT MECr- 1JN'TB, BEE PLAN. U . z 5. BEE PLAN FOR JOIST 5RS EL.c /AT(ON5- ty In 6. BEI: ARri" ;:OR iNTcR10R DRAINS 4 SCis4F'rF=EFP,$. V -' "r5TJ" IND: C.4,TES 5OLTED Tic JOST PER OB -+A Q %EOUIREM :NTS. mNG 1NEER HERE®Y EXPRE66LY RE3HR`/B6 H16 OOMMON LAW COPY-RIGsHT ANV OTHOR PROF SIRTY R(GHT6 IN THU6E Fw-ANe, TH16 OB3KsN ANG DRAWIN06 ARE NOT TO B21 Rlv-g0'OUO@D, CHAWam!, OR GOFa13O IN ANY FORM OR MANNER u;HAT60gYE12 WfTHOIJT PIR6T 05TAININGS THE EAPRffi66. WRITTEN PERM16610N .WND G:ON6ENT, OP °E91JRTON ORA6WELL M1WCA-M5R0Oe-3 A66OGIAT86" NOR ARE THEY TO 9E A8615NED TO ANY PARTY UITHOUT FIRST 00TAINX4 6AID 'WRITTEN PERMISVON ANC GON6S'NT. T/ PARAPET EL T/ PARAPET ELSEE PANEIa. REINF ELEVATION"6 FOR ADD BARS REC2 D AT AI CsIRD RS SEE PLAN, TYP BES PLAN, TYP r- CONT L3x3xi/4 W/ 3/4"4 x4-/4" HILTI <WIK BOLTS 0 32" OC /REF: 1/5-S L3X3X'/¢XCONT i/811 2'1\TYP "'SPLICS TOGETHER MTL DECK SEE WHER;r JOINTED) PL AN, TYP TYP EE JST BRG St. - 1/5 L1/8 OF L SEE PLAN, T JST BRC EL SE= PLAN III � ' SL JST SEE1RETURN Tab 1/4141 PLAN, TYP X- BRDCs +=OR 2 END BAS'S L4X4X3/eXO'-(o" ! (S Wi - HORIZ THEREAFTER, T`roP. 1/4" 5TIFF NER 1@ (t L2'/2x21/Zxl/4 WIND STRUT S 1'-011 ES. SIDE OP L3x3x'/4x)ST DEPTH W/ (2) ALL PANEL JOINTS. WELD DECK TO L. ,� JO W/ i"1FR (4) BOLTEo -------------- 0 - I f i � OPEN I 1 r -- IWlOX3B x 0'-0" L C 0"10 f ONLY � I �- (2) 3/411Q A325 BOLTS L4x3'/2x5/* LLH 1501 - ;:INGERTIC HTE, I AN B L(bx4x3/5 LLH THREADS. USE 3/32 - 9>0001'c�3 / 141D ON IO�a SS 54 / ---- - NTS ,5`-6 B "URTON ORA&a31_L MIDDL�ROC46 ABeOCIAT53" NOR ARE TNE9' TO V J F PoRM13�ION AND CONSENT, fl- fy r fY I 1/4 �3 ! -NO uJELD i "B'1 - P— 3/4 Xo XO' INL15L r-+OLES D BEEN TEFLON ]ARG �^ CONT L 3X3X'/4" WITH / S/16 ""4 HOLES 'a 32" O.C. IDT .JD FE RE: SEE ARCH i/8 V 2 I 1� MK 'IC" 3/4"x 43/4" HILTI KWIK BOLTS S BRDC, LOC. � �1 SECTION @ JOIST BRG SECTION @ BRIDGING SECTION @ PNL JOINT SECTION @ JOIST 5 SECTION @ JOIST BRG S-6 SCALS:3/4"=1'-0" TYP UNO S-6 S-6 S-6 GIRDER BEARING s -S REF:/00 ,g itf XcD �v) D S-6 NOTE: CO:DoT SHOWN r- A325 BOLTS IN 1_6L FOR f / HOLE5, 'PINCsER?TIGhITcN11 Fe MK. 1151" THEN UPeET THRE'AD5 BLIP 51DE 112 MK 11811 REF: - DO NOT WELD CIRnER TO STABILIZER R L MK 1141, fm Me, 11511 J 6 T 5RG ELqj SEE PLAN C;IRDER BOTTOM CHORD 5R.wC... Sl,®.E ANBD S ACING i BY GIRDER Mw iR. WELD AT 5 --;� .- REF: _ ; i� ALL PTS Or- CONT.J,CT APT=R 5T5,8(L17ER �3/4XroXC�'-0" �-7 / ! Dd IS APPLI D, T°r-P UNO I � ' 6SECTION@ GIRDERS SECTION BM TO PNL� SECTION C JST TO _L ",-- ��-6 TO TILT PANEL S_6 _ S-7 S-6 GIRDER U fx 12 <1 REP: 5 --- - I 'OTE_ Ill SEE SECTION 3/S -i FOR �-7 (Y BOLTED TIE JST DECK CONNECTION. SEE PANEL REINF SLEVATIONS FOR TYP a COL LINES ADD 5AR5 RE O'D AT ALL r iRDSQS .. (2) a/4"P x,325 BOLTS TYP -- WI0X3S X 01-b" LO (2) 3/411(P 4325 BO TS IN Of�EN ENDED i8ga CLIP W/ (2) &CRE WS d 1/21' pub - CAP" 3 LSI HOLES FfNGEiRTICHTEN AND PEEN ! r I AX i �--- /4X12X1 -0 (2) PO.JDER-ACTUATED PINS THREADS. USE 3/32 TEFLON BRCS PAD OR PRO`/IDE 1/8" FILLET WELD � —' ON 102a 55 BACKINS. I" L - 9 CON r-"-" 516vE. TOUCH ITiP I W/ HIGH ZINC PAINT I «- - �� - ----� T-- PQM-ENIG D LIr rT GAGE -- �- - - --- ��� MrL T;::2USSE5 AT 2'-0" OC — J - - J&T BRC EL SEE PLAN, TYP ISea BENT FE i ► ai TY, a J&T F T/ STL TOP ✓ r BM + + I I MK 11A11 -� EL SEE PLAN - r _1 , -- w $ I �14 AT 2'-0" OC u�ELD AL" i I I I ttl A CONTACT .. [Y f P ! �� - 2x2x1i8 K(CKEn2 TRUSe MFR SHALL DESIGN / 12ga CON'>• rw24!oK, O N7� r T , '� 4FrER D�� D �CiA✓ s EACH JOIST I I _ I/4 TRUSSES FOR AN ADDIT!O\'4L i ! of= E BOTTOM � �- 2'/2 a-18�a MTL„, ! 15 APPLIED NOTE: STUDS '0 2'-0'1 OC 150 PLP WIND LOAD - --- i DO NOT WELD BOT ,� �, f,,,iK 11811 T NO WELD C"WORD TO STABLIZER fi?3/4jCoXC7J'-G�” I PL 4TE5. 1 10 SECTION JST GIRDER Kl`�ASECTION ;@ JOIST GIRDER BRGr8�SECTION STOREFRONT ,� SECTION @ STL SEAM COLUMN S-6 FALL -AWAY CONN ---------1 - �OORD IST TROOP TOP 4/C UNIT I 3/9"0 LAC BOLTS 4" FROM ROOF TOP I EACH CORNER e MAX 24" OC 45 REO'D DUE 4/C CURB ---------- (MIN 3 PER !BIDS) TYP ALL TO '-/NIT SIZE �� , I 4 SIDES ROOF TOP AIT FRAMm" 5CHMDUL E JO W/ i"1FR (4) BOLTEo -------------- 0 - I f i � OPEN I 1 I AT DUCTS I 0"10 f ONLY � I L4x3'/2x5/* LLH 1501 - I f w B L(bx4x3/5 LLH 3001 - 9>0001'c�3 IST TROOP TOP 4/C UNIT I 3/9"0 LAC BOLTS 4" FROM ROOF TOP I EACH CORNER e MAX 24" OC 45 REO'D DUE 4/C CURB ---------- (MIN 3 PER !BIDS) TYP ALL TO '-/NIT SIZE �� , I 4 SIDES ROOF TOP AIT FRAMm" 5CHMDUL E UNIT WEIC;�-IT (4) BOLTEo 4NG"I s SIZE 0 - ,15tic) e, (r) BOLTS L 4x3x'/4 LLH 0"10 - I50011::)a L4x3'/2x5/* LLH 1501 - 3000166 >e >y (CONCENTRATED LOAD REINFORCING,) 1 SECTION C BM TO STL COL L(bx4x3/5 LLH 3001 - 9>0001'c�3 L &xecx3/a 5i 1� COL 1/4 " CAFE i !l T �, SEE F'L:a1d AN5LE +wRAME �=' REP: ARCH - - r ADD 5T1=FENEiR ANG L 5 +� I I I ;+ (SEE SCHEDULE `-- ---- IF THIS DIM IS GREATER +; I ! 1:+ FOR ,AN!�LE WI v �-- CONC:NTRATED L OAD ; I I ; ----- --------- - THAN 0 FROM 0P o•�T FRAME ! +, I ,+ i x JOIST -,Of= I -� (� 11� � � 11/2 II I ! CHORD PANE PT - TYP I t%' STL JOIST �.. 1/2 1/3 � � BT� BM r STIFF NER L TOT"'- CHORD SEE PLA\/ �� I I I 3/4"� A325 BOLTS IN ISga x i" STRAP AT 24" ! (REF:SECT B -B) WEB MEMBER I 1 6/a TWR'�+ �', $1 BOLTS I A5 FOLLOWS: PLAN rJG (3 MIN PER :71D.:> / J.�il1 T� GO:. I ,�OTSS: B TYP ALL 4 SIDES , S,/C SUPPORT SEE PLAN VERIFY ALL DIM'S e DETAILS W/ MECH CONTR BEFORE FRAME BOTTOM CHORD 2, FAB;Z ATION. A/C UNIT TOTAL WEIGH7-SE5 PIAN FOR W fCi-IT ANrJ` *R.AME 3. SCHEDULE FOR SINGLE !=RAMS (A/C CURB CONNECTION) PAN"r'�OI: IT \`-,ADS L2X2X3/16 STIFFENER PROVIDE ! 3x3x'/4 FRAME AT ALL OPNGS (SREATER THAN (WHERE DIAGsON 4L At,�GLE IF RTU FRAME ANCLe W12, W14 (3) BOLTS W10, WIS (4) BOLTEo W21 (5) BOLTS W24 (r) BOLTS PERIMETER OF THE RTU CURB 15 SUPPORTED. TOP CHOR!_- PANEL POINT. 4. 12" ON ANIY SIDE. WEB MEMBERS BEARS ON JOIST FURTHER THE ANCsLE FRAME 5HALL BE PROVIDED SO THAT THE ENTIRE INTERSECT CHORDS) THAN $1' FROM THE NEAREST (NON -MOMENT CONN) PERIMETER OF THE RTU CURB 15 SUPPORTED. TOP CHOR!_- PANEL POINT. EN5INEMR WURSOY 9x Q9Se4_Y R965MVas bile, COMMON LAUJ AND OTHER DETAIL MECH ROOF SUPPORT SCHEDULE >e >y (CONCENTRATED LOAD REINFORCING,) 1 SECTION C BM TO STL COL PROPERTY RIGHT6 IN TNE92 PLAN$. TFfIQ1 Df61GtV a.o s4N52V R C NOT TO BM RYPRpCJ.iCfiiU; ..rlANG;$D OR COPIED IN ANY FORM OR M.* NER WHATgpgyER W!TNOUY FIR67 057A1NIN4i Ti•1it SXPRB66 F WRITTEN PSRMl091GN AND CONIft�iT Op �+ S"V NTS ,5`-6 B "URTON ORA&a31_L MIDDL�ROC46 ABeOCIAT53" NOR ARE TNE9' TO V Bi Ae;!bIG?li00 TO ANY PARTY WIT-40UT FIRST 05YAININa RAID WRITTEN PoRM13�ION AND CONSENT, 9521056 11-28-95 12:45PM 5GA! E: 3/4 =11 F. MTC IIAII r I w21 ' A325 BOLTS IN LS -1 MOLES, "-IN59MTIOI4TEN" THEN UR&IST THREADS 5/5" KNIFE FP. MTC IID I :* J ' W14 3/8" -KNIFE F�; SECTION @ BEAM TO PANEL- T*,rP UNO NOTE: SIMILAR SECTION APPLIES TO Wa 4 UJIO STL BMS 3/151, KNIFE P 0 w8 8 wic, 3/8" KNIFE M EA SIDE Is WI8 & W24 - A325 5OL.TS IN LSL HOLES, "FINGIERTIGHTEN" THEN UPSET THREADS L— STL 5M SEE PLAN (W1a 4 W2I) P3 MTC, "E". ,AT E)IMILAR SECTION USE I- MK 'f" :2:��.SECTION @ BEAM TCS PANEL_ T/ MS EL REF: ARCH TYP i FINISH REF: ARCH T'r I I I A.P.A. RATED, EXPOSURE "I" TYPE PLYWOOD SHFSATHINt CONN TO MS TRUSSES/`STUDS W/:$6 TEK SCREWS S 6" OC AT MSES AND 12" OC IN FIELD - I52a CLIP TYP JST 5P.5 EL CONT 182a TRACK TOP & BOT e"- 1S2a M5 2'-m" OC �- -- 19/32" A.P.A. RATED, EXPOSURE "I" TYPE PLYWOOrJ SHEATHING CONN TO MS TRUSSES/STUDS W/;;$ T5< SCREWS le ✓" OC: AT EDGES AND .12" Or, IN PIELD 3 5/511- la2a MS BRACE S 2'-O" GC: CONT 3 5/8"-182a M5 TRACK COte!NECTED TO ST-: L W/(2 ) PAP 0 2'-0" GC CONT L5x5xI/4 CONT L4X3X'/A LLH k -V. N- W -v 1 1 y4/ fes\ -jgL - L3x3xl%xJST DEPTH w/ (2) 3/4"�P X4 3/.4" HILTI KWIK 501 -TS 0 ®RDS LOCATION MTL DEC< 6E=- PLAN, EEP! .AN, TYP X-BRDG FOR 2 END BAYS HOR12 THEREAFTER, TYF'. PROVIDE 1/2" 501-T IN SLOT AT WALL SECTION @ BRIDGING @ EXPANSION (2) /4"4 TAPCONS 'a 24" OC: 1823, '1S TRACK 5LOC<ING 5 Q '-0" OC (MAX) �-- FLOOR 8HEATHIN(s / -- LAP MS SEE F=LAN 12'' MIN / CEJ 08 7E< f- CONT Ia2a SCREWSC TVP) TfQAC< - CONT 1828 G� iiI -_ L-\ C©Ir. REF: ARCH ". Y� '1 I i i I 'I ! i I i I � i I I FINISH !REF: A?-2CH T''P r ' I I i REF: S-7 SEE P! -A\. -7 3 5 %a"- Ia2a 11,16 5R�,CE OC P:�AN, i ADD TS 2'112x2'12x3;?rox 0 -a" M!D-WAY �?v�''r.iJEEN JSTS-R#�F � _ POR ADfJ! T I ONAL .�PPGRY. S-7 ADCi ;-2x2x3,1lb X- 4AC�N 1 / S -b 3 PLACES) i� � CONT!-.4xzxl"4 i I o1'-!a2a MS s *11OC .�✓D L.1 !,/2x' 1,2X3,19) Ire FRd�'! ANr �e TO JP�OS'TE CHGRD ►�,A�.E� �OIN�. + 4+ I + !/SOFFIT ++ + - ---- -------- - -- ----- - ------- REF: ArR2CH �--------- I ----------------------------, ham., I I B/SOFFIT REF: .ARCH I I l I I � ' SECTION FLORAL SUPPLY MART STOREFRONT �I 1I� 114 ✓ 2s!2 C41119a TEC SCREt,I:S, TY= NOTE: STOF?EFRONT AND TTS CONNECTIONS �'Y OT4-+vRS 1223 CONT TRACK ENCaI!�ER HE�28nv''Y PcXPR1330LY R8Bt3RY�9 %118 COMMON :.A:u COFyYIRIG�i1 ANO OTHEIR Or�S@TY RIG�HT6 IN THE3S pLANO. THIB DBBIGN ANO CRAWiNGO ARS NOT TO 53 RNPRODUCUP, CHANGED OR COF21NO IN ANY ZORM OR MANNER 'WHATBOSYi3R WITHOUT pIRt�T,O�TAIN(NG 'f HE SdXPIRSBB L.RfTTEN P3RM180iON AND GON°vENT Gr .15URTON ;8RAi'sw;I.- MIODLF.5ROCKB A6600IATIEW' NOR AIRIE THIZY TO DS,A681GN9D TO ANY PARTY WITHOUT IRBT 09TAlNING 9AIL7 WRITTEN PERMI8810N AND CON& 1T. ADD`L (3) 06 BARS s 12" C/C SP Q GIRDER is 6% BM Wl #2 TIES S a" OC 24" 05 x ] 2.4 TYP CORNER BEAR $$5 ^ 16" OC VERT z., S 13" OC HORfZ 1 1/4" PANEL �5 la 16" OC Vx:RT t ADD`L (3) 06 BARS s 12" C/C SP Q GIRDER is 6% BM Wl #2 TIES S a" OC 24" 05 x ] 2.4 TYP CORNER BEAR $$5 ^ 16" OC VERT z., S 13" OC HORfZ 1 1/4" PANEL �5 la 16" OC Vx:RT 1:4 S ia" OC HORI;' is 5 1/2"" PANEL _NOTE: FOR Li;:vNS INSERTS PROS/IDE REINF AT I ATING INSERTS AS PER 11".16ERT MPR'S RECOMMENDATIONS TYP UNO FIN FLR -LE`/ nio is 48", UNO (MIN 3 PER PANEL) SEE SECTION PANEL TYPE 71 " TYP 7 1/4" OR 5 1/2" SOLID PANEL LJ TYPE PANEL LIST 9 P1 THRU P1, P11, P12, P14 THRU P21, 1=23 THRU P33, P35, Pao, P40, P41, P42, 1=44, Poi THRU P50, P52, P55 THRU P&4 — 2 P45, P49I, P51, P53 3 PS, Pic 4&4A Pa, P13, P22, P43, P54 — --- 5 P34, P31, P38, P3S PANEL TYPE "27 PERSONNEL DOOR f Imo I1 O R 3/4 11 JT r SEE TYPE "I" ADD 20E� Er W/ 112 TIES S 16" OC EA SIDE CF OPN5. ADD (2) 95 x OF�NS + 51 - V TOP, BOT d EA SIDE ADD (2)'#5X4'-0II TYP UNO PLACE IN CENTER OrPNL a 1 1 i,_r_1v✓ k_VCA n.f NG i✓ AND SEALANT DETAIL TYP PNL JOINT Inil NTS, TYP NOT=—: 5/C SHALL COORDINATE ANY Ef`015EDDED ITEMS REQID BY DOCK LEVELER, DOCK BUMPERS OR DOCK LOCIGS (IF REQID) PANEL TYPE »3.. �t10101 � ADD (4) 05 aS 0" LU/#2 TIES s all O� SINE OF OPNG (PLACE INSIDE kL BARS) �-1 SEE TY;=E (2) #5 EF (PLACE INSIDE /ERTiC.AL BARS) NOTE:_ �y q�y{.y� 11 ,( II I�G"1 1/�f II PAN�r it TYKE ,'4A�i iCJ' � 1;,21, pANEi.. EF "�fAT eAOE I"tIN 24" INTO CASE VERT REINr CcNTERc'D I �—CENTERED MAT B ARS IN PANEL .:ABOVE 3 BELOW OF'NG 41 - ----- --- --- — 3/�" DEEP R> `/EAL (EITHER SIDE Or- 1° ?-',LR z TIES) --� ( SEE ARCH) VERTICAL BARS) \ NOTE: p� �+ SHIFT _!ES TO A/OIDCON�""ic`' W111 REVEA:-S TYP PANEL REINF TYP PANEL REINF s-8 (CENTERED)s-8—) DESIGNATED'YEF)) IT!/ 11 �� Eco Ae I L ZD yr dam/ MK " E " PANEL TYPE '... W/ LARGE OPNG a° cJ' EE TYPE Ill W./#2 -115B all Cel- EA GEA 51 sE Or O=NO EA END. INSIDE \/ERT BAR) �TJREI=BONY SILL. -- � Ex'*ERIOR c FE i Lc I FE M;C "511 CONN'S TO BE LOCAT5D 1'-011 BELOW ,JST >=3*2Cs a I'-f7�" AFF a APPROx ECS ''. SPACES, NO'" TO EXCEED a' -cel` OC. xTERIOR FACE 0 e A, � L_ 1/'2''¢X511 HS'S LTj A lir ltF' SNdiINSSR HSR115Y M)0"RSB6LY RE68RI/96 HIS COMMON LAW --OPYR;OHT AND OTHSR PROP&QTY RIGHTS IN THN56 PLANE. THIS DSBIGN AND DRAWINGB ARZ NOT TO 513 RXPRODUCSD, CHANGED OR COPTSD IN ANY FORM OR MA1.4NxR WHATBOE`/SR WITHOUT PIRST 05TAININa THti StXPRUS& WRITTW-1 PSRM186ION ANC7 CONeMNT OF "®tJRTON ®RABWt?LL M1=1_11ISROCk-S ASSOVATUS" NOR AQ11 THBY TO 50 ABbIGNOD TO ANY PARTY WITHOUT PIROT OZTAINING RAID WRITTON PORMIBSION .ANO CONBSNT. W1 OH DOOR OR DOUBLE DOORS NOTE:_ �y q�y{.y� 11 ,( II I�G"1 1/�f II PAN�r it TYKE ,'4A�i iCJ' � 1;,21, pANEi.. EF "�fAT eAOE I"tIN 24" INTO CASE VERT REINr CcNTERc'D I �—CENTERED MAT B ARS IN PANEL .:ABOVE 3 BELOW OF'NG 41 - ----- --- --- — 3/�" DEEP R> `/EAL (EITHER SIDE Or- 1° ?-',LR z TIES) --� ( SEE ARCH) VERTICAL BARS) \ NOTE: p� �+ SHIFT _!ES TO A/OIDCON�""ic`' W111 REVEA:-S TYP PANEL REINF TYP PANEL REINF s-8 (CENTERED)s-8—) DESIGNATED'YEF)) IT!/ 11 �� Eco Ae I L ZD yr dam/ MK " E " PANEL TYPE '... W/ LARGE OPNG a° cJ' EE TYPE Ill W./#2 -115B all Cel- EA GEA 51 sE Or O=NO EA END. INSIDE \/ERT BAR) �TJREI=BONY SILL. -- � Ex'*ERIOR c FE i Lc I FE M;C "511 CONN'S TO BE LOCAT5D 1'-011 BELOW ,JST >=3*2Cs a I'-f7�" AFF a APPROx ECS ''. SPACES, NO'" TO EXCEED a' -cel` OC. xTERIOR FACE 0 e A, � L_ 1/'2''¢X511 HS'S LTj A lir ltF' SNdiINSSR HSR115Y M)0"RSB6LY RE68RI/96 HIS COMMON LAW --OPYR;OHT AND OTHSR PROP&QTY RIGHTS IN THN56 PLANE. THIS DSBIGN AND DRAWINGB ARZ NOT TO 513 RXPRODUCSD, CHANGED OR COPTSD IN ANY FORM OR MA1.4NxR WHATBOE`/SR WITHOUT PIRST 05TAININa THti StXPRUS& WRITTW-1 PSRM186ION ANC7 CONeMNT OF "®tJRTON ®RABWt?LL M1=1_11ISROCk-S ASSOVATUS" NOR AQ11 THBY TO 50 ABbIGNOD TO ANY PARTY WITHOUT PIROT OZTAINING RAID WRITTON PORMIBSION .ANO CONBSNT. 1 _. . __ ;. -; _ _, y , _ r:: 5 �. 4 w _t xi x . _. �.' _ ... r_ . r f , . . d _ _ r - ' l .r s:a _. t a r p s F , , „ .r ,..� r. ..: . , ,_. x, _) • n �.. .. C.. _.,- ..�1. - , _ , a , if, . } .... , y.. r. 1 , „r a � .. .... 3 .r,.. ,-„ -,., .y,. , , a- ..r. a.. f r '. .. ._ , t. .,, A c _ 1 , - ..1 » l� .-.. - . i . rr, :; >• 5 .. . ,,. . I a d >. ti i� a _,, „ f. - •, -- . .. . ..s ..,,,< - , I' / !- t r .. . , '�'. - ..w. , 1. s ,. .r... - -r G i' �% - ,1 , . x' _ . . ` n? < :, ' t '�sra " +Y a f .. - - - - - ,y , t . - s ``, I 1 ,. t 1{ yq .. i-; , t - ?1 js M,. . „ Y },.' ,. „ - r :.-. ..1 ,. _ , _ ... -. . , , yH - .. - - �, II) I µ - , r ':,,u.. .. br, r� F/4' - -. - _ , _ SEE PLUMBING SHT. P3. 1. FOR f � I I V - - J ��{ , F PLAN N�l� < + LARGE SC LEP N PAN . I ! ' '' A LUMBI G L - - i F."—� i { 1.j r 1;�� f F s ) b� { r --- - # O SANITARY 'NASTE PIPING BELOW GRADE, REFER 1900 E �•r� i1 .,� ( I TO CILVIL DRAWINGS FOR CONTINUATION. -I I f n �T ':} �� 5 u m mi t eS 'n i ,� --- ---—'— I. i O2 DOMESTIC WATER SERVICE BELOW GRADE, REFER r I� , i TO CIVIL DRAWINGS FOR CONTINUATION. Tower k£,. - - 5' —o" L0UvfE i Blvd tb tl `' ` 3O DOMESTIC WATER SERVICE IN SERVICE BOX 4 \ tj I i WITH CAST IRON COVER. Suite ,l•-- S < r 4 ( a I �,,y I frj i I ro y I i 4 1 Vz CW RISER UP ALONG WALL. 260 1 r. 4 h' t, ., I -— �-- r i 4 ECO -1 CL--- i Orlando R, �4, (2 WAY) 4 I I �, . ry,U,• - K. 4 t ,.,,, :. 1 ::$ t{ I i r „ i ;� 32810 t.� - _ - f !j,'rz�•IrN , \ i i f ;' 407 660 2766 -,> )rfr:r� r I rf ,1 \ j t t n 1 (! � r' Fax 407 875 +3276 �: ; E' � - - _ — - -- --- - _ \ ..a..�.r� _ - .�+ww� I i --',.— I 1 ' I .-° ,.r }r f,..,f A n I I `� I AA .-... C ( I 1 S �/0 3 j i t 1 w , i J — —� � FS jf I `', ... Mme. - , I I i r I it 1 �` { ^ .� ,+'•f } 3 < a t ( I i S 1 �• i -, %rs I i 1 t I ,.} 2 ,� „- I 1 . ' I 1 SIGH I SAI. I I . y"', i t'' % J 7A j• 't' "y J i ; I i i ,,���,� ��, UNLESS NOTED OTHERWISE ALL 1 I w i r�? SANITARY WASTE, SAFETY PAN, X.- _ - •., { I ' i i i i r . I ' � `I I I I (-`f Inuuf T f` f nn � -frn nrf nlu [ l A M AND RELIEF VALVE PIPING • `� S - i1t 1. ra � r. } i i° -+.•t •,V j ;` �i y'l `f �;'d , r 1'' ' " i' e- rr {4 �= �l S a A® . KAl R-TAULBEE ASSOCATES CONSUL M Bis 0 w w s1F zaa - CASSH.EEf . R.OfIVA X27'07 Mi {4071834 7900 ':'; r =t, i:, '.f .. �, j J;'., .�'!_ z.±= 11-1 r ". ., . .. -- - - --------------------T--�—„— - _____ __----------------------__.---_--__.__ ._._-------_______ ___._-- — _ t1 it —-------- — J --- c:, Yr-- � ;: e�w. s �® o r sr ,. , ':'; r =t, i:, '.f .. �, j J;'., .�'!_ z.±= 11-1 r ". ., . .. - . , - --------------------T--�—„— - _____ __----------------------__.---_--__.__ ._._-------_______ ___._-- — _+- _------._.---_—_—�_--_ �— —`� -------------- ____�_—� it —-------- — 1 I--- 1 ------- Yr-- I ----.----_------------.---------------.----.--- ------ . - i " . ; 1 1 .t ,. I7 t { I I i I I I • aat v I ( I j I - .. Ij {. - . 1 { ti � ,, _ 9 .. I ,� ...--'v f� , . , .., 1a . .. J `V _ (/ 1L' �N 1 t. i ,fi�t{{ f � � I -' `t :, i V �: I ), �, , - }. _ . , _ -. . - .. .' b D D D Q D D D ' , L ,. o p ,: Q I� ��]( Q �Jpp lel' G :.' ;. _ - -- .a , A Ayye�__ `` .. -� - - - ' --► •' s' • ._. ....: .: --n ,.. . .. ,.- .. .. r.. --r _ a. t - . t k , ._ ' - - r, ., -. .>. '4 r , -_,- '- ,n... ,.. is .. .. .. r.. .a. r :. ,. . ,: .,. ,_, ., ,.: .r.... .,:::_ «.-�,:.a,- ,.. i. ., r". r ..- ,: .-... — '— -- , ..., ..., .. .:: ,. : _ :� :. t. _ —.: �__ — - - - t: . t ••..••..••..•.....•..•..•. I• . tl - i Or�w-, ..... . I ................ .i . , --- tw^y_JQq t�`� , 1.�� i ...•••.•.•......• •...I..... . • ... ,{ I �� 1 12 _ f Q�� .••..•............•...... ... .� . ,1 { ,z ti"'I) �O ...•.........•............ 1 ' t .... ,. r N *� ' . I TOYS SERYI�✓ ` ••• �.Q...p.y....). 9.&..•.4 e••• rt e' } R US MERCHANDISE tZ08S Ol D ��� w NAVY c� 3 5 3 ' , 7 - ` - w.`` 1 .A 11: EX15TINGI NEW RETAIL ,-" , `' . ,} ,r•• ; ! Q . 4 ii �. . N S z - •.! ♦• .:` Y - - - .L, . _..� -t' '�f ,S' . ° t. , , } . k .1,': , 1 _ { 4: . . `- rS a k'F, . :"" a ,.y a 1. M NT :-7 777 r -: P L U I N r M G EIXT R UIP _SCHE1lLE WH- MARK .< ," , . ; .. FIXTURE SOIL VENT `' :: COLD ,.: OT ,,... NANUFA TUBER' _ . DES RIPTXON G VOLT HASE z 208/1-/60, - . WASTE 4,5 WATER WATER ODEL NON -SIMULTANEOUS WC -1 WATER CLOSET 3 r n 1 s• - BRIGGS. VITREOUS -CHINA WATER AVER.,1,5 GPF FLOOR MOUNTED l FLOW DIRECTION c k F #7715 14"H1GH,.:SIPHON ET W FLUSH VALVE ELONGATED BOWL, Sr Y A. PLUMBING CONTRACTOR SHALL READ ALL JOB SPECIFICATIONS AND OTHER PARTNERSHIP 1 #5160 BOLTCAPS, .PROVIDE ANGLE STOP SUPPLIES :ESCUTCHEONS. B. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES SLOAN #1 l l - QUITE : EXPOSED . CLOSET FLUSH VALVE, 1" I. -P. S. a, SCREW - AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. DRIVER BAKCHECK.ANGLE STOP .W/PROTECTIVE.'CAP. CHURCH 295C # --SOLID PLASTIC CLOSEQ'FRONT. ELONGATED'SEAT. WHITE ( } .. WC -2 WATER. CLOSET 3 " 2" 1" - BRIGGS -- VITREOUS CHINA,�'= WATER SAVER 1.5 GPF, FLOOR MOUNTED . t ; C. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL #77901 18"HIGH, SIPHON JET, W/FLUSH.'VALVE ELONGATED .BOWL,, ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS N j AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ORDER TO MAINTAIN #5100BOLTCAPS,.°.PROVIpE ANGLE STOP`SUPPLIES ESCUTCHEONS. CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING PIPING SHALL No,r u BE ROUTED OVER ELECTRICAL PANELS. SLOAN #111 -.QUITE ' EXPOSED CLOSET FLUSH -VALVE, 1" I. P. S., SCREW SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, 1900 CEILINGS, ETC„ IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL DRIVER BAKCHECK ANGLE STOP W/PROTECTIVE CAP. CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL , Summit , ' CHURCH #295C - SOLID PLASTIC, CLOSED FR0N7,;ELONGATED SEAT. WHITE) WC=3, WATER CLOSET 3„ 2" 1" - BRIGGS - VITREOUS CHINA, WATER SAVER, ELONGATED 3. 5 GALLON INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE Blvd EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED Suite #4718 FLUSH, • CLOSE COUPLED COMBINATION, BOLT CAPS, ANGLE SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. .- 260 #5160 STOP SUPPLIES, ESCUTCHEONS., PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS WHERE NECESSARY IN THE DOMESTIC WATER SYSTEM (COLD AND HOT WATER) EVEN IF NOT SHOWN IN Orlando CHURCH #296- - SOL.IQ PLASTIC, CLOSED FRONT, ELONGATED SEAT. (WH ITE) PLAN. ALL VALVES SHALL BE ACCESSIBLE AT ALL TIMES, PROVIDE AND INSTALL ACCESS PANELS/DOORS AS REQUIRED. SIZE & LOCATION OF SHOCK ABSORBERS FL NSSC L-1 LAVATORY 1 -Ix" 1-W, jh" 1" BRIGGS - VITREOUS CHINA, WALL HUNG LAVATORY, WALL FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE .32810 GENERAL CONTRACTOR TO DROP FOOTINGS FOR SLEEVED STEM WALL PENETRATIONS 407 66Q• -276G #5601 WITH FRONT OVERFLOW. PROVIDE 'P' TRAP. AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. Fax 407 875 3276 CHICAGO. - LAVATORY FAUCET, COLOR CODED HANDLES, COPPER ALL FIXTURES DESIGNATED FOR USE BY INDIVIDUALS WITH PHYSICAL IMPAIRMENTS SHALL HAVE INSULATION ON ALL EXPOSED PIPING. SUCH SL#AAC001155' #797A. W/ #317 TUBE,_METAL POP-UP WASTE. ALL CHROME FINISH. INSULATION SHALL BE, W THICK ARMAFLEX, TRUEBRO-HANDI-LAV GUARD ACCESSORIES PROVIDE ANGLE STOP SUPPLIES W/ TUBES & ESCUTCHEONS. I. ALL SANITARY WASTE AND VENT PIPING INSIDE FIRE RATED WALLS SHALL BE CAST IRON PIPING AND ALL WATER SUPPLY PIPING INSIDE FIRE RATED MOUNT RIM AT 34" ABOVE'FINISH FLOOR. L-2 LAVATORY WALLS SHALL BE COPPER TYPE "L" PIPING. sm J. BRIGGS - VITREOUS CHINA, WALL HUNG LAVATORY. THE COLD WATER SUPPLY, TO MAINTAIN THE WATER SEAL IN THE FLOOR #6601 WITH FRONT OVERFLOW. PROVIDE ' P' TRAP. CHICAGO - LAVATORY FAUCET, COLOR CODEDHANDLES,,COPPER #797A W/ #317 TUBE, .METAL POP --UP WASTE. AL CHROME FINISH. ACCESSORIES. PROVIDE ANGLE STOP SUPPLIES W/ TUBES & ESCUTCHEONS. :URN -1 URINAL 2" 1WW V4" - BRIGGS - VITREOUS CHINA, WATER SAVER, WALL -,HUNG, SIPHON -JET #7525 URINAL WITH FLUSHING RIM, �4"TOP SPUD, THREADED OUTLET CONNECTION AND INTEGRAL TRAP. SLOAN - EXPOSED FLUSH VALVE #186 TYPE FLUSH VALVE, ':W IPS ANGLE STOP, ADJUSTABLE TAILPIECE, VACUUM BREAKER' V4" TOP SPUD. S-1 SINK (SINGLE HOWL} 2" 1-1/2" 1/2" 1/2" ELKAY -SINGLE BOWL, 18 GAUGE, TYPE 302 STAINLESS .STEEL DLR --2222-12 SINK, 8 -DEEP, HEAVY DUTY SOUND DEADNING, SELF - RIMMING, 3 -HOLES, 25X22X 12" 0. A. LK - CHROME PLATED NEOSTYLE FAUCET WITH RIGID GOOSENECK #4162 SPOUT,= SINGLE LEVER WITH SWIVEL SPRAY. ELKAY - HEAVY STAINLESS STEEL BODY, CONICAL STRAINER PLATE #LK -.99 WITH NEOPRENE STOPPER. 11a" TAILPIECE. P -TRAP - 1"CHROME PLATED P-TRAPWITH CLEAN-OUT FITTING C.P. WASTE ARM TO WALL WITH ESCUTCHEON PLATE. BRASSCRAFT - CHROME PLATED TUBE RISERS WITH ANGLE STOP VALVE AND WHEEL HANDLE. - EWC-1 ELECTRIC WATER_ 1-1/2p 1-1/2Y1 1/2N - HALSEY - BARRIER FREE WATER COOLER, RECESSED STAINLESS COOLER * TAYLOR STEEL COOLER WITH LOWERED PANEL. RATED AT 8.0 #EBFATL-8 GPH OF 501F WATER AT 30' TEMP. DIFFERENCE. INPUT 1/5HP, 115V., 60HZ, 1 PH. MEETS ADA REQUIREMENTS. MOUNT SPOUT. AT 36" A. F. F. MAX. LEAD FREE WATERWAYS. �- ALL STAINLESS STEEL SATIN -FINISH. McGU IRE - I y4" CAST BRASS P -TRAP WITH CLEAN-OUT. BRASSCRAFT - CHROME PLATED TUBE RISERS WITH ANGLE STOP VALVE AND WHEEL -HANDLE. JS= -1 SERVICE SINK 3" 1-1/2" 1/2" - 1/2" FIAT - MOLDED -STONE. SERVICE SINK WITH 10" HIGH WALL WITH #MSB -3624 NOT LESS THAN 1" WIDE SHOULDERS AND AN INTEGRATED MOLDED SHELF 10965" WIDE. THE FACTORY INSTALLED DRAIN BODY SHALL BE STAINLESS STEEL AND DESIGNED TO PROVIDE'A LEAD CAULK JOINT. -.STAINLESS STEEL DOME STAINER AND LINT BASKET SHALL BE INCLUDED. FIAT - MOP SINK FAUCET, CHROME PLATED WITH VACUUM BREAKER #830 -AA INTEGRAL STOPS, ADJUSTABLE.WALL BRACE,. PAIL HOOK AND WHOSE THREAD ON SPOUT. BODY INLETS 8"CENTERS AND FOUR ARM'HANDLES. PROVIDE TRAP. TPV-1. TRAP PRIMER VALVE -- 1/2" - PRECISION -.MACHINED OF CORROSION RESISTANT BRASS, NO SPRINGS PLUMBING DIAPHRAGMS, ADJUSTABLE FOR HIGH OR LOW PRESSURE. PRODUCTS INSTALL AT LEAST 12"ABOVE DRAIN. PROVIDE TRAP #P-2 PRIMER DISTRIBUTION UNITS FOR UP TO 8 FLOOR DRAINS AS SHOWN ON DRAWINGS. PROVIDE ACCES PANEL, FD�'1 PLASTIC SIZE/ 2" - - ENPOCO -FLOOR DRAIN W/ PVC BODY WITH DOUBLE DRAINAGE FLANGE FLOOR DRAIN DWG. #UFAFD-TPT AND FULL DIAMETER REVERSIBLE MEMBRANE CLAMPING COLLAR, -65Q ADJUSTABLE 6" SQUARE TOP STRAINER ASSEMBLY AND TRAP PRIMER CONNECTION. PROVIDE P -TRAP. FC0-7,1 FLOOR CLEAN-OU'T SIZE/ - - `- ENPOCO - PVC OR ABS PLASTIC DWV DWG. #UFACO W/INTERNAL GASKETED ABS CLEANOUT PLUG & ADJUSTABLE ABS HOUSING W/SCORIATED SECURED SATIN NIKALOY TOP. WCO`1 WALL CLEAN-OUT SIZE/ - - - NIBCO ® PVC APPLICATIONS: SCHEDULE 40 PVC DWV, CLEAN-OUT DWG. #4811-14-V TEE WITH RECESSED BRONZE TAPPED PLUG & STAINLESS JOSAM #58890 STEEL WALL ACCESS COVER. *:F'IXTURE SHALL BE INSTALLED IN ACCORDANCE TO AL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS FOR INDIVIDUALS WITH PHYSICAL IMPAIRMENTS. 1,, :ALLL PLUMBING FIXTURES SHALL -COMPLY WITH LOCAL, STATE AND FEDERAL WATER CONSERVATION REQUIREMENTS. Z.: PLUMBING CONTRACTOR SHALL SUBMIT SUBMITTAL SHEETS FOR ANY PLUMBING FIXTURE ALTERNATES OTHER THAN THOSE ;.'SPECIFIED ABOVE TO OWNER, ARCHITECT AND THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. of • 3" VTR 2" (2 -WAY). -- I 2" v, 3=-1` r " WC -3 l V4 J �Ln 3" VTR IL 3"Jj _7_ _.. TR.,`WATER'H : T R SCM ..DU EL C ICEAE � LE AR K WH- U TUR ., ,- MAN FAC ER . 0. `^ A. SMITH T MODEL --NO. P - EC 3.0 TYPE TALL .BOY GALLONS 30 _. VOLT HASE z 208/1-/60, KW 4,5 NO. OF ELEMENTS 2 ELEMENT OPERATION NON -SIMULTANEOUS GPH RECOVERY 'O 80' 4T 20..5' DIMENSIONS 45"x18" OPERATING WEIGHT 344 LBS. NOTES: 1. PROVIDE ,ALL GAGES, HEAT TRAPS, THERMOSTATS, TEMPERATURE AND PRESSURE RELIEF VALVE, AND SHUT-OFF. VALVES AS REQUIRED BY LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. 2. PROVIDE 24 GAUGE GAL.V.. STL. SAFETY PAN. 3. EXPANSION TANK SHALL BE EQUAL TO AMTROL MODEL ST ---5. 4 4I_» 3" 2" WAFER PIPINQ DIAGRAM SCALE: NTS (RETAIL B) 3" SCALE: NTS 3" FD -1 3"� GALE: 1/4" =1, 0» (RETAIL ®) .` "t 1 V2" 4" O 24" MAX. 6" MIN. PLUMBING SYMBOL LEGEND ---- - - - COLD WATER CW ---- -- --- 115 HOT WATER( HN) SAFETY DRAIN PAN OR TEMPERATURE AND PRESSURE RELIEF DISCHARGE LINE FIN FLOOR3 SODDED OR MULCHED AREAS ONLY SANITARY _.09_ WASTE ------------_---- VENT J1 VTR � L VENT THRU ROOF (VTR) ! WCO WALL CLEANOUT FCO FLUSH FLOOR CLEANOUT 9 FD FLOOR DRAIN �O TRAP ( PLAN VIEW) ECO GRADE/EXTERIOR CLEANOUT -P--C - ---- HOSE B I BB ------�Q---- --- SHUT-OFF VALVE yWATER HAMMER ARRESTOR(WHA) TRAP PRIMER (TP) l FLOW DIRECTION SAFETY DRAIN PAN OR TEMPERATURE AND PRESSURE RELIEF DISCHARGE LINE FIN FLOOR3 SODDED OR MULCHED AREAS ONLY FINISH GRADE EXTENSION SAME�I SIZE AS SEWER -- CLEANOUT 2 -WAY CLEANOUT JS-1NOTE PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR 2 --WAY CLEANOUT SCALE: NTS PLAN NOTES i SANITARY WASTE PIPING BELOW GRADE, CO .TW ' REFER TO CIVIL SITE DRAWINGS FOR ` 1 CONTINUATION. 2 DOMESTIC WATER SERVICE, BELOW GRADE,r4Q REFER TO CIVIL SITE DRAWINGS FOR VAm CONTINUATION.KAR--TAU E ASSOCIATES MLTDOMESTIC WATER RISER ALONG WALL. CA88ELB Ki #E,Sf�IWE 202 JOBA 3�10T PFk SpW1 MQ, fA�ir'1= NAM om OHW AND CW DN. IN WALL CONNECT TO FIXTURE(S) AS REQUIRED. CW DN, IN WALL, CONNECT TO FIXTURE( S) PROJECT y AS REQUIRED. ;? O6 W HW AND V4" CW DN. TO AND UP Y> FROM WATER HEATER, SEE DETAIL ON THIS SHEET. O7 3" VENT UP IN WALL, REFER TO PLUMBING PLAN ON SHEET P2.1 FOR CONTINUATION. An �J8 PIPING IN WALL SPACE. F L 0 R L CONNECT W CW TO TRAP PRIMER AND ROUTE BELOW SLAB TO FLOOR DRAIN AS -Milani REQUIRED. .-- - - -- -- - - - - - a - J Y T 3 .H t i 7 GENERAL PLUMBING NOTES44 .}.i l c k F Sr Y A. PLUMBING CONTRACTOR SHALL READ ALL JOB SPECIFICATIONS AND OTHER PARTNERSHIP 1 DRAWINGS FOR ADDITIONAL INFORMATION. B. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. a . t ; C. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL to ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS N j AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ORDER TO MAINTAIN , CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING PIPING SHALL No,r u BE ROUTED OVER ELECTRICAL PANELS. D. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, 1900 CEILINGS, ETC„ IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL , Summit , DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. Tower E. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE ' INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE Blvd EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED Suite SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. .- 260 F. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS WHERE NECESSARY IN THE DOMESTIC WATER SYSTEM (COLD AND HOT WATER) EVEN IF NOT SHOWN IN Orlando - PLAN. ALL VALVES SHALL BE ACCESSIBLE AT ALL TIMES, PROVIDE AND INSTALL ACCESS PANELS/DOORS AS REQUIRED. SIZE & LOCATION OF SHOCK ABSORBERS FL CONFORM TO PDI WH -201. . G. WALL FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE .32810 GENERAL CONTRACTOR TO DROP FOOTINGS FOR SLEEVED STEM WALL PENETRATIONS 407 66Q• -276G AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. Fax 407 875 3276 r. H. ALL FIXTURES DESIGNATED FOR USE BY INDIVIDUALS WITH PHYSICAL IMPAIRMENTS SHALL HAVE INSULATION ON ALL EXPOSED PIPING. SUCH SL#AAC001155' INSULATION SHALL BE, W THICK ARMAFLEX, TRUEBRO-HANDI-LAV GUARD KIT OR APPROVED EQUAL. I. ALL SANITARY WASTE AND VENT PIPING INSIDE FIRE RATED WALLS SHALL BE CAST IRON PIPING AND ALL WATER SUPPLY PIPING INSIDE FIRE RATED WALLS SHALL BE COPPER TYPE "L" PIPING. sm J. FLOOR DRAINS SHALL BE EQUIPPED WITH A TRAP PRIMER AND CONNECTED TO THE COLD WATER SUPPLY, TO MAINTAIN THE WATER SEAL IN THE FLOOR DRAIN. FINISH GRADE EXTENSION SAME�I SIZE AS SEWER -- CLEANOUT 2 -WAY CLEANOUT JS-1NOTE PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR 2 --WAY CLEANOUT SCALE: NTS PLAN NOTES i SANITARY WASTE PIPING BELOW GRADE, CO .TW ' REFER TO CIVIL SITE DRAWINGS FOR ` 1 CONTINUATION. 2 DOMESTIC WATER SERVICE, BELOW GRADE,r4Q REFER TO CIVIL SITE DRAWINGS FOR VAm CONTINUATION.KAR--TAU E ASSOCIATES MLTDOMESTIC WATER RISER ALONG WALL. CA88ELB Ki #E,Sf�IWE 202 JOBA 3�10T PFk SpW1 MQ, fA�ir'1= NAM om OHW AND CW DN. IN WALL CONNECT TO FIXTURE(S) AS REQUIRED. CW DN, IN WALL, CONNECT TO FIXTURE( S) PROJECT y AS REQUIRED. ;? O6 W HW AND V4" CW DN. TO AND UP Y> FROM WATER HEATER, SEE DETAIL ON THIS SHEET. O7 3" VENT UP IN WALL, REFER TO PLUMBING PLAN ON SHEET P2.1 FOR CONTINUATION. An �J8 PIPING IN WALL SPACE. 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(f I � - 1 ) - f _. _. _- _ _ __ __ _- __ _ _ _ __ __ _. _ - _- __ - - _ _ -_ _ . _ __ _ -_ _ _ -. __ __. _ - _ _ _ _ — ._ —.._-_ — ..__._ F1.5 Flo 1`. { 5 .,9 { .i DUCT SIZE IN INCHES. FIRST FIGURE y 20x10 IS SIDE SHOWN. SIZES SHOWN ARE INSIDE DIMENSIONS OF INSULATION IF DUCTWORK) n m mu maw coII 'nllI I . ` -3 IS INTERNALLY INSULATED i ONE SIDED DUCT EXPANSION OR CONTRACTION I Nc 20x10 16x8 WITH FLEX DUCTWORK AND SPIN -IN FITTING AND MANUAL DAMPER .___._.�! o`) 1 F1"; l - -- ,� , '� 1 ROOF TOP UNIT RTU MOUNT LEVEL ON FOOR. O UNIT( ) COORDINATE LOCATION WITH ROOFING AND C� T��T STRUCTURAL TRADES. ALL RTU'S 70 BE PERMANAN7LY ' IDENTIFIED WITH 5" HIGW NUMBERS LOCATED ON xI t CONTROL SIDE OF UNIT. xi. 4 Q VAAL . .­,� ­­. : I ­ ­��:�` O PROVIDE SMOKE DETECTOR WITH AUDIBLE ALARM IN SUPPLY AIR DUCT. COORDINATE ELECTRICAL TALE TS s � i REQUIREMENTS WITH ELECTRICAL TRADES. '1. CAif FL(A 3WF9 RM ea-i94Q i X8 NLkm em r , O ROUTE ALL DUCTWORK ABOVE DROPPED CEILING. i PROVIDE DAMPERS FOR ALL DUCT BRANCH TAKE OFFS, TYPICAL. m OOJECT MEN P A ,;. I H 0 1"Imik E � L'� I E I MOUNT THERMOSTAT 60" ABOVE FINISHED FLOOR. 0'_ 0 .. o , -;, :,,;�� PROVIDE INSULATED SUB -BASE AND LOCKINGI 1; -, 'a Z�ll COVER. , ",�< I fl�ETIAR�IL - , ­ , - � ,--�'.,­,'�,'�­;, , :.:� 1� . ­­ '' �� ,+ _f_ "" , _ �, " " _-, 5 PROVIDE RTU #3 WITH CONCENTRIC DUCT MOUNTED Rn _. : ,, , a'. .�'_� TIGHT TO UNDERSIDE OF ROOF DECK. CONCENTRIC `' ' DUCT SHALL BE PLENUMS INCORPORATED MOQEL CDU 345DB OR EQUAL. FLORAL I .­"�­ 1'_�.11 'r` I - � I _--i . I . :" _"_�:� I ,.,.,:� 1, 1�.11 'I. - - I .- " , " ��`, - �;x . - 1;- E NG MOU D F. :. I I l.;:,,, O C ILI NTE EXHAUST AN. ROUTE 26 GAUGESUPPLY 1. ..l:-;-.,",�,`,­-�-,,::" GALVANIZED STEEL IN FLOOR JOIST TO ALUMINUM OUTSIDE WALL LOUVER. = ,`' ,� MRA� H�E" �T . .I . _"I I, I -,.� ,I, ` +1i. :I.- �tj.��I-,.. . ,l ,� ,,�, ,,­,�i -��'?„�­-,”,,;l��,.­-:;_,��,-�,,A�,"-1%,,,-"�",,__.,,..-_ �­._,:�:,o"i,,,,", :�,,,_`, 7 INLINE EXHAUST FAN. ROUTE 26 GAUGE I.�, O GALVANIZED STEEL FROM FAN, THRU ATIC SPACERT TO ALUMINUM WALL LOUVER. COORDINATE LOUVER -a INSTALLATION ELEVATION 'JVITH ARCHITECTURALMEN A I., ',. : " " - ,� , �; "I TRADES. GATEW y'" I",: - I � ��;_!�1 1. 1-1 - - I - . . _­;��:"%.", ,,I, - I'_ L 1'1'� I ' ., - <; , zn- � , ' 1, -:��,-��,.,�",.-,:.,.",---..i�,�,,-�"--.,.,',,�,,�, ,­ I --�-­­- O 12"X12" RUSKEN ELF375D ALUMINUM WALL LOUVER PROVIDE WITH BIRDSCREEN. COORDINATE LOCATION WITH ARCHITECTURAL TRADE. PRIME AND PAINT TO MATCH BUILDING FINISH. SEE LOUV DER p'mas& L A �.�� 1, .1 ­;'��%,.j 7A 1 E I_ ON SHEET H4, 1 0i�� �F : - j\ v 3 - \ ' � - 1�5 1 I �y � `' � i -- I t ---I - . . -. -_ 1 j 1, a - - -- I ", . (f I � - 1 ) - f _. _. _- _ _ __ __ _- __ _ _ _ __ __ _. _ - _- __ - - _ _ -_ _ . _ __ _ -_ _ _ -. __ __. _ - _ _ _ _ — ._ —.._-_ — ..__._ F1.5 Flo 1`. { 5 .,9 { .i DUCT SIZE IN INCHES. FIRST FIGURE y 20x10 IS SIDE SHOWN. SIZES SHOWN ARE INSIDE DIMENSIONS OF INSULATION IF DUCTWORK) n m mu maw coII 'nllI I . ` -3 IS INTERNALLY INSULATED i ONE SIDED DUCT EXPANSION OR CONTRACTION I Nc 20x10 16x8 WITH FLEX DUCTWORK AND SPIN -IN FITTING AND MANUAL DAMPER .___._.�! o`) 1 F1"; l - -- ,� , '� 1 ROOF TOP UNIT RTU MOUNT LEVEL ON FOOR. O UNIT( ) COORDINATE LOCATION WITH ROOFING AND C� T��T STRUCTURAL TRADES. ALL RTU'S 70 BE PERMANAN7LY ' IDENTIFIED WITH 5" HIGW NUMBERS LOCATED ON xI t CONTROL SIDE OF UNIT. xi. 4 Q VAAL . .­,� ­­. : I ­ ­��:�` O PROVIDE SMOKE DETECTOR WITH AUDIBLE ALARM IN SUPPLY AIR DUCT. COORDINATE ELECTRICAL TALE TS s � i REQUIREMENTS WITH ELECTRICAL TRADES. '1. CAif FL(A 3WF9 RM ea-i94Q i X8 NLkm em r , O ROUTE ALL DUCTWORK ABOVE DROPPED CEILING. i PROVIDE DAMPERS FOR ALL DUCT BRANCH TAKE OFFS, TYPICAL. m OOJECT MEN P A ,;. I H 0 1"Imik E � L'� I E I MOUNT THERMOSTAT 60" ABOVE FINISHED FLOOR. 0'_ 0 .. o , -;, :,,;�� PROVIDE INSULATED SUB -BASE AND LOCKINGI 1; -, 'a Z�ll COVER. , ",�< I fl�ETIAR�IL - , ­ , - � ,--�'.,­,'�,'�­;, , :.:� 1� . ­­ '' �� ,+ _f_ "" , _ �, " " _-, 5 PROVIDE RTU #3 WITH CONCENTRIC DUCT MOUNTED Rn _. : ,, , a'. .�'_� TIGHT TO UNDERSIDE OF ROOF DECK. CONCENTRIC `' ' DUCT SHALL BE PLENUMS INCORPORATED MOQEL CDU 345DB OR EQUAL. FLORAL I .­"�­ 1'_�.11 'r` I - � I _--i . I . :" _"_�:� I ,.,.,:� 1, 1�.11 'I. - - I .- " , " ��`, - �;x . - 1;- E NG MOU D F. :. I I l.;:,,, O C ILI NTE EXHAUST AN. ROUTE 26 GAUGESUPPLY 1. ..l:-;-.,",�,`,­-�-,,::" GALVANIZED STEEL IN FLOOR JOIST TO ALUMINUM OUTSIDE WALL LOUVER. = ,`' ,� MRA� H�E" �T . .I . _"I I, I -,.� ,I, ` +1i. :I.- �tj.��I-,.. . ,l ,� ,,�, ,,­,�i -��'?„�­-,”,,;l��,.­-:;_,��,-�,,A�,"-1%,,,-"�",,__.,,..-_ �­._,:�:,o"i,,,,", :�,,,_`, 7 INLINE EXHAUST FAN. ROUTE 26 GAUGE I.�, O GALVANIZED STEEL FROM FAN, THRU ATIC SPACERT TO ALUMINUM WALL LOUVER. COORDINATE LOUVER -a INSTALLATION ELEVATION 'JVITH ARCHITECTURALMEN A I., ',. : " " - ,� , �; "I TRADES. GATEW y'" I",: - I � ��;_!�1 1. 1-1 - - I - . . _­;��:"%.", ,,I, - I'_ L 1'1'� I ' ., - <; , zn- � , ' 1, -:��,-��,.,�",.-,:.,.",---..i�,�,,-�"--.,.,',,�,,�, ,­ I --�-­­- O 12"X12" RUSKEN ELF375D ALUMINUM WALL LOUVER PROVIDE WITH BIRDSCREEN. COORDINATE LOCATION WITH ARCHITECTURAL TRADE. PRIME AND PAINT TO MATCH BUILDING FINISH. SEE LOUV DER p'mas& L A �.�� 1, .1 ­;'��%,.j 7A 1 E I_ ON SHEET H4, 1 0i�� �F : PROVIDE ANGLES WALL �— AT TOP & SIDES LOUVER FRAME oil BIRDSCREEN WORM GEAR CLAMP EXHAUST LOUVERS 0 011- SPIN—IN � o FITTING e U SPIN® -IN FITTING DETAIL SCALE: N. T. S. .• AIR HANDLING UNIT CONDENSATE DRAIN PAN VENT CLEANOUT WITH SLIP—FIT( NOT SCREW) Y�'.'+5.aq,,.,--."'."`.,Y` � R't,. m � .r.,ye.,w.+.r,sn.+r- � r �"xs:a'w<.._.e._.1...� "'... Yyx� '4;yy � �•cr ..,..� CAP WITH DRILLED HOLE LOUVER DUCT SIZE SHOWN ON PLANS CAULK AIRTIGHT ,/ .� �-- WATERTIGHT GALVAN PLED ALL AROUND �� WALL STEEL PLENUM. INSULATED FOR INTAKE LOUVERS. WALL LOUVER DETAIL SCALE: N. T. S. 2" MIN. 4' PITCH TO OFFSET LINE FRICTION MINIMUM 1/8" PER FOOT .CONDENSATE TRAP DETAIL SCALE: N.T.S. GRILLE AND DIFFUSER SCHEDULE NARK MANUFACTURER & MODE DESCRIPTION OBD ELECTRICAL MOUNTING COLOR MATERIAL REMARKS A KRUEGER SERIES 1400 LOUVERED FACE SUPPLY REGISTER Y MOUNTING LAY IN WHITE AS REQUIRED BY MANUFACTURER, COORDINATE STEEL 1-7 B METAL AIRE CC5TBC CUBE CORE RETURN GRILLE Y H. P. LAY IN WHITE STEEL 1,3,4,6,7 C KRUEGER SERIE$ EGC-5 EGG CRATE EXHAUST REGISTER Y 1/15 GYPSUM WHITE 2.6 ALUMINUM 1,3,4,6 1, SEE HVAC PLANS FOR NECK SIZES AND CFMS 375 .25 DIRECT 1/10 2. 4—WAY UNLESS NOTED OTHERWISE ON PLAN. CEILING 3.8 1-5 EF -3 a..' MAXIMUM PRESSURE DROP OF . 04 IN WC. 255 .20 DIRECT 1/15 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. 2.6 1-5 . HORIZONTAL DIMENSION GIVEN FIRST. 6. SEE ARCHITECTURAL PLANS FOR CEILING TYPES. 7. ALL DIFFUSERS FOR LAY -IN CEILINGS SHALL HAVE 24 X 24 FACE PANELS. 1.PROVIOE'.WITH UNIT MOUNTED DISCONNECT. 2" MIN. 4' PITCH TO OFFSET LINE FRICTION MINIMUM 1/8" PER FOOT .CONDENSATE TRAP DETAIL SCALE: N.T.S. INSULATE PANELS 1" THICK COMPRESSOR SECTION POLYURETHANE FOAM 1 1b INDOOR FAN MOTOR AND BLOWER , a s. DENSITY OR AS RECOMMENDED BY MANUFACTURER. PROVIDE FIRESTAT FOR ALL RTU'S PROVIDE MEANS OF ACCESS IF NOT POWER CONDUIT AND FACTORY SUPPLIED WITH RTU. PIPE BOOT. BIS �— — OUTDOOR A I R DAMPER 2" DRAIN PIPE & TRAP, SEE NOTE. ROOF CURB BY UNIT 2„ MANUFACTURER ROOF, SEE ARCHITECT'S 'c DRAWINGS. TRANSITION 70 SIZE AS REQUIRED STRUCTURE RETURN AIR W/OBD. -SAME SIZE SEE DRAWINGS FOR AS UNIT RETURN AIR OPEN I'NG. DUCT SIZES. ~~-----�---� CEILING N4TE`--CEILING MOUNTED r HVAC GENERAL NOTES A. VISIT THE SITE AND BECOME FAMILIAR WITH THE PROJECT PRIOR TO BIDDING. NO ALLOWANCES WILL BE MADE FOR CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PROJECT. B. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. HVAC CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. C. COORDINATE WITH ALL OTHER TRADES PRIOR TO PURCHASING OR INSTALLING EQUIPMENT AND MATERIALS. D. COORDINATE DIFFUSER, REGISTER, AND GRILLE LOCATIONS WITH REFLECTED CEILING PLAN AND OTHER TRADES. E. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH JOIST MANUFACTURER DURING SHOP DRAWING REVIEW TO AVOID INTERFERENCES BETWEEN MECHANICAL SYSTEMS AND STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH INTERFERENCES THAT OCCUR IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED SO LONG AS THE EQUIVALENT INSIDE CROSS—SECTIONAL AREA IS NOT DECREASED. F. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC AND DIVISION 16 SPECIFICATIONS. G. EXHAUST DUCTS SHALL BE 28 GAUGE MINIMUM GALVANIZED STEEL. H. SLEEVE AND FIRESTOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. I. PAINT INSIDE OF DUCTS AND PORTIONS OF CEILING ASSEMBLY VISIBLE THROUGH GRILLES OR REGISTERS WITH FLAT BLACK PAINT. BALANCING DAMPER SUPPLY DUCT INSULATED FLEXIBLE DUCT CEILING DIFFUSER WIRE HANGER SUPPORTING DIFFUSER FROM ABOVE (TYPICAL) INSULATED DIFFUSER BOOT CEILING :.'►1 TYPICAL DIFFUSER DETAIL FOR LAY IN CEILING APPLICATION SCALE: N. T. S. EXHAUST FAN SCHEDULE DIFFUSER + ELECTRICAL MARK MANUFACTURER TYPE & MODEL CFM E.S.P. DRIVE MOUNTING SONES REMARKS AS REQUIRED BY MANUFACTURER, COORDINATE VOLT VOLPHAT FOR FACTORY INSTALLED TRAP. IF UNIT HAS FACTORY INSTALLED TRAP, H. P. OUTSIDE TRAP. ROUTE 2" EF -1 PENN ZEPHYR Z81L 235 .20 DIRECT 1/15 120/1 CEILING 2.6 1-5 EF -2 PENN ZEPHYR z1oL 375 .25 DIRECT 1/10 120/1 CEILING 3.8 1-5 EF -3 PENN PENN ZEPHYR 255 .20 DIRECT 1/15 120/1 INLINE 2.6 1-5 ti J 1.PROVIOE'.WITH UNIT MOUNTED DISCONNECT. r c 2.PROVIDE WITH UNIT MOUNTED SOLID STATE SPEED CONTROLLER. 3. CONTROL. WITH ROOM LIGHTS. i' 4.PROVIDE WITH BACKDRAFT DAMPER. is 5,PROVIDE WITH FACTORY FABRICATED 16" HIGH•CUR6. INSULATE PANELS 1" THICK COMPRESSOR SECTION POLYURETHANE FOAM 1 1b INDOOR FAN MOTOR AND BLOWER , a s. DENSITY OR AS RECOMMENDED BY MANUFACTURER. PROVIDE FIRESTAT FOR ALL RTU'S PROVIDE MEANS OF ACCESS IF NOT POWER CONDUIT AND FACTORY SUPPLIED WITH RTU. PIPE BOOT. BIS �— — OUTDOOR A I R DAMPER 2" DRAIN PIPE & TRAP, SEE NOTE. ROOF CURB BY UNIT 2„ MANUFACTURER ROOF, SEE ARCHITECT'S 'c DRAWINGS. TRANSITION 70 SIZE AS REQUIRED STRUCTURE RETURN AIR W/OBD. -SAME SIZE SEE DRAWINGS FOR AS UNIT RETURN AIR OPEN I'NG. DUCT SIZES. ~~-----�---� CEILING N4TE`--CEILING MOUNTED r HVAC GENERAL NOTES A. VISIT THE SITE AND BECOME FAMILIAR WITH THE PROJECT PRIOR TO BIDDING. NO ALLOWANCES WILL BE MADE FOR CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PROJECT. B. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. HVAC CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. C. COORDINATE WITH ALL OTHER TRADES PRIOR TO PURCHASING OR INSTALLING EQUIPMENT AND MATERIALS. D. COORDINATE DIFFUSER, REGISTER, AND GRILLE LOCATIONS WITH REFLECTED CEILING PLAN AND OTHER TRADES. E. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH JOIST MANUFACTURER DURING SHOP DRAWING REVIEW TO AVOID INTERFERENCES BETWEEN MECHANICAL SYSTEMS AND STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH INTERFERENCES THAT OCCUR IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED SO LONG AS THE EQUIVALENT INSIDE CROSS—SECTIONAL AREA IS NOT DECREASED. F. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC AND DIVISION 16 SPECIFICATIONS. G. EXHAUST DUCTS SHALL BE 28 GAUGE MINIMUM GALVANIZED STEEL. H. SLEEVE AND FIRESTOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. I. PAINT INSIDE OF DUCTS AND PORTIONS OF CEILING ASSEMBLY VISIBLE THROUGH GRILLES OR REGISTERS WITH FLAT BLACK PAINT. BALANCING DAMPER SUPPLY DUCT INSULATED FLEXIBLE DUCT CEILING DIFFUSER WIRE HANGER SUPPORTING DIFFUSER FROM ABOVE (TYPICAL) INSULATED DIFFUSER BOOT CEILING :.'►1 TYPICAL DIFFUSER DETAIL FOR LAY IN CEILING APPLICATION SCALE: N. T. S. TOYS SERVICE R US I MERCHANDISE KEY FLAN r ROSS OLP �Q ' NAVY EwING NEW DIFFUSER + FABRICATE TRAP TO SIZE AS REQUIRED BY MANUFACTURER, COORDINATE W/MANUFACTURER FOR FACTORY INSTALLED TRAP. IF UNIT HAS FACTORY INSTALLED TRAP, DO NOT INSTALL OUTSIDE TRAP. ROUTE 2" PVC TO ROOF SCUPPER. ELEVATE DRAIN LINE OFF ROOF MEMBRANE. r _ ROOF ,TOP UNIT DETAIL ' SCALE:. N.T.S. y r ,. ti J r c l i' is - 1. t > , .. .. .-.. .. - . .-.. :. . ♦ � - • 4 4 F, .�. . -. ..: ....s... .. e .. • r. ... .. :. r. r .... .. .. .: .. a >'. _- r. _ ...:... ... e. r 777777 7..,.777-7-7777. • TOYS SERVICE R US I MERCHANDISE KEY FLAN r ROSS OLP �Q ' NAVY EwING NEW TI, '77 FS KEY PLAN EXISIC l TELEPHONE CABINET V-- -4- 4. 5 KW 208/30 WATER HEATER S: 15 -:-7, — — — — — -- — — — — — — 11 FS: 16 9 ds FS: 11 19 swillmlilel - STUB UP 3/4- CONDUIT UP FROM TELEPHONE TERMINAL CABINET. OWATER HEATER f--0NNECT I ON 3 DATA AND PHONE CONNECT I ON:,, -4& DATA CONNECTION ONLY. KEY PLAN 7Z EXISTING NEW .Y, LIGHTING FIXTURE .., e.t.a - -• a-.. .. i. . i _ ozll DESCRIPTION 7 - • VOLTS REMARKS NO. TYPE SERVES LIGHTING 20 1 12 12 1 L:ITHONIA 2X4 GRID 12 34W 20 LIGHTING PROVIDE EMERGENCY BALLAST A 1 1 12 4 3 CR 120 112 1 1 2G.T-440A TROFFER LIGHTING T12 1 12 AS INDICATED. LITHONIA 5 6 12 12 1 20 LIGHTING PSP500 20 THOMAS BEAUTY 12 40W 8 12 MOUNT ABOVE B 20 LIGHTING 4 20 vt 120 112 9 $L285 BAR 12 A19 20 LIGHTING MIRROR 20 ESCO # HID 12 175W 121121 13 DAMP C 20 LIGHTING 1 RECEPTACLES CR 120 1 1 13 R242�_120-EP DOWNLIGHT 10 MH 30 WATER HEATER LABEL D CAPRI' DOWNLIGHT 2 13W CR 120 18 12 PL17/120-T442 W/CLEAR REFLECTOR 17 DTT SPARE 20 1 12 SPACE SPACE 1: 96W 12 1 PENDANT MOUNT E `LITHONIA 1 1;T12 STRIP FLOURESCENT 2 12 CS 120 TO 12' AFF. 12 LITHONIA SELF -POWERED 21 -- SPARE 20 CONNECT TO UNSWITCHED X SPACE SPACE - 12 WS 120 23 24 QMSW3REL EXIT SIGN 1 _ SPACE SPACE LEG OF LIGHTING CIRCUIT 12 LITHONIA SELF -POWERED 25 - LIGHTING 20 CONNECT TO UNSWITCHED u SPACE SPACE - WS 120 27 281 T2<4C EMERGENCY LT 1,, _ SPACE SPACE i 12.2 ® ,.1�� 29 301 R'fU-i z1v 200 3 3/0 SPACE NOTES: (1) PHOTOCELL CONTROLLED Y V �/ lk 3 200 RTU -2 33 34 1351 36 LIGHTING( 2) 20 1 12 12137 3810 8 3 45 RTU -3 SPACE / 39 40 SPACE Tv 41 42 NOTES:( 1) PROVIDE SWITCH DUTY BREAKERS FOR ALL LIGHTING CIRCUITS. (2) PHOTOCELL CONTROLLED Q QUADRAPLEX ,.' U UNIVERSAL MOUNTING NEMA 3R WIREWAY UP DEVICE WIRED FOR PROTECTION BY UPSTREAM GFI C ` W DEVICE MOUNTED AT 48" WP WEATHERPROOF COVERPLATE `✓ f.: -- F22 WR SHALL RECESSED WS WALL SURFACE MOUNTED PANELBOARD SCHEDULE "�-p-1" PANELBOARD SCHEDULE ')B -2'f 100 A. MAIN L. 0. - 208/120 VOLTS lOO A. MAIN L. 0. 208/120 VOLTS SURFACE MOUNTING. NEMA 1 3 PHASE 4 WI RE, 80 HZ. SURFACE MOUNTING NEMA 1 3 PHASE 4 WIRE, 60 HZ. . • 22 K A. I. C, MINIMUM INTERRUPTING RATING 22 K A. 1. C. MINIMUM INTERRUPTING RATING SERVES - ' TRIP AMPS SPACE POLES WIRE GNQ SND WIRE POLES -_N0. TRIP AMPS SERVES SERVES TRIP AMPS POLES WIRE GND SPACE GND WIRE POLES NO. TRIP AMPS SERVES - LIGHTING 24 1 12 12 1 2 12 42 1 20 RECEPTACLES LIGHTING 20 1 12 12 1 2 1 �. - 2 RECEPTACLES , LIGHTING � 4' 12 12 1 20 RECEPTACLES LIGHTING 20 1 12 12 3 g 4-18 6 3 60 ' RTU -B2 RTU -61 70 3 4 8 5 6 12 12 1 20 'LIGHTING (1) LIGHTING ( 1) 20 1 12 12 5 6 . '-"'k°-• -�,'`�,Y.�: �,t 7 8 12 12 i 20 LIGHTING LIGHTING 20 1 12 12 7 8 9. 1012 12 i 20 LIGHTING LIGHTING 20 1 12 12 9 10 12 12 1 20 RECEPTACLES RECEPTACLES 20 1 12 12 11 12 ' SPACE SPACE 11 12 SPACE RECEPTACLES 20 1 12 12 13 14 SPACE SPACE 13 14 SPACE . SPACE 1.� 16 SPACE SPACE 15 16 SPACE ' SPACE 17 18 SPACE SPACE 17 18,SPACE SPACE 19 20 SPACE SPACE 19 20 SPACE •SPACE 21 22 SPACE 21 22 SPACE .SPACE SPACE 23 24 SPACE SPACE 23 24 SPACE SPACE' ' 25 26 SPACE SPACE 25 26 SPACE -SPADE 27 28 SPACE SPACE 28 SPACE - SPACE 29 30 SPACE SPACE d29 30 SPACE NOTES; -(1)'PHOTOCELL CONTROLLED NOTES: (1) PHOTOCELL CONTROLLED .Y, LIGHTING FIXTURE SCHEDULE OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF MARK MFG. -& CAT.# DESCRIPTION 7 GND MTD VOLTS REMARKS NO. TYPE SERVES .Y, LIGHTING FIXTURE SCHEDULE OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF MARK MFG. -& CAT.# DESCRIPTION LAMPS GND MTD VOLTS REMARKS NO. TYPE SERVES LIGHTING 20 1 12 12 1 L:ITHONIA 2X4 GRID 12 34W 20 LIGHTING PROVIDE EMERGENCY BALLAST A 1 1 12 4 3 CR 120 112 1 1 2G.T-440A TROFFER LIGHTING T12 1 12 AS INDICATED. LITHONIA 5 6 12 12 1 20 LIGHTING PSP500 20 THOMAS BEAUTY 12 40W 8 12 MOUNT ABOVE B 20 LIGHTING 4 20 WS 120 112 9 $L285 BAR 12 A19 20 LIGHTING MIRROR 20 ESCO # HID 12 175W 121121 13 DAMP C 20 LIGHTING 1 RECEPTACLES CR 120 1 1 13 R242�_120-EP DOWNLIGHT 10 MH 30 WATER HEATER LABEL D CAPRI' DOWNLIGHT 2 13W CR 120 18 12 PL17/120-T442 W/CLEAR REFLECTOR 17 DTT SPARE 20 1 12 SPACE SPACE 2012 96W 12 1 PENDANT MOUNT E `LITHONIA 1 1;T12 STRIP FLOURESCENT 2 12 CS 120 TO 12' AFF. 12 LITHONIA SELF -POWERED 21 -- SPARE 20 CONNECT TO UNSWITCHED X SPACE SPACE - 12 WS 120 23 24 QMSW3REL EXIT SIGN 1 _ SPACE SPACE LEG OF LIGHTING CIRCUIT 12 LITHONIA SELF -POWERED 25 - LIGHTING 20 CONNECT TO UNSWITCHED XAEL SPACE SPACE - WS 120 27 281 T2<4C EMERGENCY LT 1,, _ SPACE SPACE LEG OF LIGHTING CIRCUIT PANELBOARD SCHEDULE "FS --f 100 A. MAIN L. 0. 208/120 VOLTS SURFACE MOUNTING NEMA 1 3 PHASE 4 WIRE, 60 HZ. 22 K A. I. C. M I N I MUM I NTERRUPT I NG RAT I NG OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF SERVES TRIP AMPS POLES WIRE GND NO. SPACE GND WIRE POLES AMPS SERVES LIGHTING 20 1 12 12 1 2 12 12 1 20 LIGHTING LIGHTING 20 1 1 12 12 3 4 12 112 1 1 20 1 LIGHTING LIGHTING 20 1 12 12 5 6 12 12 1 20 LIGHTING LIGHTING 20 1 12 12 7 8 12 12 1 20 LIGHTING LIGHTING 20 1 1 12 112 9 10 12 12 1 20 LIGHTING LIGHTING 20 1 12 12 11 121121 13 12 1 20 LIGHTING SPACE RECEPTACLES LIGHTING 20 1 1 13 12 10 10 2 30 WATER HEATER SPACE RECEPTACLES LIGHTING 20 1 15 d14 SPACE 18 12 12 1 17 181 SPARE 20 1 12 SPACE SPACE 2012 12 1 19 20 SPARE 20 1 12 SPACE. SPACE 22 12 12 1 21 22 SPARE 20 1 12 SPACE SPACE 24 12 12 1 23 24 LIGHTING 20 1 12 SPACE SPACE 26 12 12 1 25 26 LIGHTING 20 1 12 SPACE SPACE 281121 12 1 27 281 LIGHTING 2Q 1,, NIC NOT IN CONTRACT SPACE SPACE 30 12.2 ® ,.1�� 29 301 R'fU-i z1v 200 3 3/0 SPACE NOTES: (1) PHOTOCELL CONTROLLED PANELBOARD SCHEDULE " FS" 400 A. MAIM L. 0. 208/120 VOLTS SURFACE MOUNTING NEMA 1 3 PHASE 4 WIRE, 60 HZ. 22 K A. I. C. MINIMUM INTERRUPTING RATING OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF SERVES Alps POLES WIRE GND SPACE NO GND WIRE POLES TRIP AMPS SERVES PANEL FS -1 60 3 6 8 1 2 12 12 1 20 RECEPTACLES 3 4 12 12 1 20 RECEPTACLES 5 6 12 12 1 20 RECEPTACLES LIGHTING 20 1 12 12 7 8 12 12 1 20 RECEPTACLES LIGHTING 20 1 12 12 9 10 12 12 1 20 RECEPTACLES LIGHTING 20 1 12 12 11 121121 12 1 20 RECEPTACLES LIGHTING 20 1 12 12 13 141121 PANEL 12 1 20 RECEPTACLES LIGHTING 20 1 12 12 151 16 12 12 1 20 RECEPTACLES LIGHTING 20 1 12 12 171 18 12 12 1 20 RECEPTACLES SPARE 20 1 12 12 19 2012 12 1 20 RECEPTACLES SPARE 20 1 12 12 21 22 12 12 1 20 RECEPTACLES SPARE 20 1 12 1223 MARK 24 12 12 1 20 RECEPTACLES LIGHTING 20 1 12 12 251 26 12 12 1 20 RECEPTACLES LIGHTING 20 1 12 12 271 281121 12 1 20 RECEPTACLES LIGHTING 2Q 1,, NIC NOT IN CONTRACT 12 29 30 12.2 ® ,.1�� RECEPTACLES R'fU-i z1v 200 3 3/0 3'r 1 32,3 V �/ 3/0 3 200 RTU -2 33 34 1351 36 LIGHTING( 2) 20 1 12 12137 3810 8 3 45 RTU -3 SPACE / 39 40 SPACE 41 42 NOTES:( 1) PROVIDE SWITCH DUTY BREAKERS FOR ALL LIGHTING CIRCUITS. (2) PHOTOCELL CONTROLLED Fr,r' NOTE: ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. FLUORESCENT FIXTURE, CEILING MOUNTED ABBREVIATIONS o LIGHTING FIXTURE, CEILING MOUNTED LIGHTING FIXTURE, WALL MOUNTED r CEILING EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) WALL cXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) EMERGENCY LIGHT WITH BATTERY PACK AND ADJUSTABLE HEADS DIMMER, MOUNTED 0 48" AFF SINGLE POLE SWITCH, MOUNTED @ 48" AFF. THREE-WAY SWITCH, MOUNTED @48" AFF DUPLEX 15A, 125V, ZP, 3W, GROUNDING RECEPTACLE, MOUNT 0 18 -AFF �- SINGLE 250V NON --LOCKING TYPE RECEPTACLE DISCONNECT SWITCH. SIZE/POLES/FUSE JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, WALL MOUNTED EXHAUST FAN CONNECTION (FAN BY DIV. 15) '' AFF ABOVE FINISHED FLOOR F 16---' 600/600A, 2P FUSED C CONDUIT CR CEILING RECESSED MOUNTED CS CE IL I NG SURFACE MOUNTED PANEL PANEL PANEL CT DEVICE MOUNTED ABOVE COUNTERTOP F2 ' B-1' ' FS' ' B-2' DS DISCONNECT SWITCH 100/100A,2P FUSED 1OOA MLO 6OOA 1OOA MLO FEEDER SCHEDULE DN DOWN FDS FUSED DISCONNECT SWITCH fr ,MLO G GRADE MOUNTED GFI GROUND FAULT INTERRUPTER MARK GND GROUND PANEL IG ISOLATED GROUND 'FS-1'JB F2 4#3, 1#8G, 1-1/4'C JUNCTION BOX s mar 100A ,•.. �'•.2•5�'T..{�',..~4�a1��`< C:.:,., , NIC NOT IN CONTRACT ® MLO l' F22 4 SETS OF 3#3/0, 1#2/OG, 2'C NTS NOT TO SCALE = V �/ •f ,. �.. .. �w n..r*... �`,:._�. -'3 .,_ >r.. �+ P POLE PD PENDANT MOUNTED PNL PANELBOARD METERS Q QUADRAPLEX ,.' U UNIVERSAL MOUNTING NEMA 3R WIREWAY UP DEVICE WIRED FOR PROTECTION BY UPSTREAM GFI W DEVICE MOUNTED AT 48" WP WEATHERPROOF COVERPLATE `✓ f.: -- F22 WR SHALL RECESSED WS WALL SURFACE MOUNTED f }i SURGE PROTECTOR GRADE LINE TO POWER COMPANY'S TRANSFORMER (BY ELECTRICAL CONTRACTOR) GROUND PER NEC p RETAIL STORE, 'OWER RISER DIAGRAM ti NTS ELECTRICAL LEGEND NOTE: ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. FLUORESCENT FIXTURE, CEILING MOUNTED FLUORESCENT FIXTURE WITH 2 LAMP EMERGENCY BATTERY BALLAST o LIGHTING FIXTURE, CEILING MOUNTED LIGHTING FIXTURE, WALL MOUNTED r CEILING EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) WALL cXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) EMERGENCY LIGHT WITH BATTERY PACK AND ADJUSTABLE HEADS DIMMER, MOUNTED 0 48" AFF SINGLE POLE SWITCH, MOUNTED @ 48" AFF. THREE-WAY SWITCH, MOUNTED @48" AFF DUPLEX 15A, 125V, ZP, 3W, GROUNDING RECEPTACLE, MOUNT 0 18 -AFF �- SINGLE 250V NON --LOCKING TYPE RECEPTACLE DISCONNECT SWITCH. SIZE/POLES/FUSE JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, WALL MOUNTED EXHAUST FAN CONNECTION (FAN BY DIV. 15) OTHERWISE REDUCED iN STRENGTH a. WALL PANELS EXPOSED TO EARTH OR WEATHER G4 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ANCHORED, 011 BAR AND SMALLER I" (EXCEPT 3/4° EMBEDDED, SUPPORTED ITEMS WHICH Af= C (CA H02 H03 CH4) (DH5 H1 I OM H2 H3 H4 H5 T H E, 1. *N. PLAN FOUNDATIMEPLft CE 3/32' v, ?A �jS --3) El N - CONSULTANT ti 451 CA1 451-011 451-011 341-011 201 201,01) 201-011 201-011 201-011 201-011 20'-011 201-011 201-011 20'�� H 251-011 C 01-411 r7� K"6 3 S-3 rD Toil Fzl I r_ fo �Lw— P14 PS wpf F=It© P11 Pla PIS P20 P14 f*22 Tt:)SI TC*1 -- ISI �f '' � I I� ' I� <1 I <1 fa iC`1 S-3 - m ( r4 r8 �S-3 -4 C2 C2 C2 C2 C2 I I -_ I _ L --J &TMF` PTG -J 0 I ® S_3 i , _ 5'-V _EA rcOUT 31-0" LEAVEOUT - I `'' � I I I I c,, I i I 0 STEP FTG ( I CA CIA II S,'-4 II (2) #4x4' -m11 Q VC/S 2CI __(;:2 c1 —1 eiC2 1. FOUNDATION F=L,4N NOTES: -LOOR SLA5 SHALL BE .4" THICK CONCRETE IN BLAS F RISINIP W1 6x&-WI.4xW1.-4 WWWWFO,/ER fp MIL ,/,4f=OR T Y P L CJ OR ej 5ARRIER ON COMPACTED SU5GR4,DS, (SEE 51 45 - o - \i 0 ON GRADE DETAILS FOR PLACEMENT OF RrEINP) STEP FTG L -J 2 T/ SL45 EL UNO (REFERENCE ONLY) S-11-411 'o SEE ,-ol\IIL FOR ACTUAL ELEVATION IB8�1,.511 r, 3. T/ WALL FTS =L = 'Ba' -W, TYF= UNO. SEE F=L,.A.,N S'_3 —- ) F: - r7% FOR ST= -F:) FTG LOCATIONS. 4. T/ INTERIOR 9TL COL -FTG = BV -4", TYF= UNO O 3'-0" LEAVEOUT .4. T/ EXTERIOR eTL COL FTG = 1B5'-5", T4rP UNO 5- ALL TILT -UP PANEL THI,-o'.<NVSSE!B, ARE AS FOLLOWSt 0 PI THQU PIC AND F=23 THF;Z1.4 P44 :1 114" (NO RMI/E,4L) fy ly, OT�iSIQS -- E;, 1/2" (NO REVEAL) ALL WILT -UP F=4NE1.6 ARE VIEWED FROM THE INSIDE ----------- B) I OF THE 5UILDING. _ __ _ _ _ _ _ _ _ _ _ _ _ _ __ ( 2 i 7. SIMI'm FTG WHERE SHOWN AND 46 R50UIRMn TO AVOID INTERFERENCE W1 OTHER TR,4!:)E6. BEE STEPPED FOOTING SECTION BHT 5-3. I F2 2 FI FI - --2 i 5. ALL r-TCx5 ARE CENTERED 5ENEATH 5F:ZS LUALL5 ANDCOLS, TYF:m UNO u� �- f sj i r i I 1b, SEE BHT S-6 FOR F:IANIML RMINP AND MMBMr;)CMD I � � � []� � ITEMS. L -j - J L --J I ( 10. POQ JOINTS SEE PANEL REINF SHEET. T STEP FTG 11. SES`;=LANB, FOR WIDTH OF PERIMETER LEA\/EOUT. 4-8 12. BEE BHT S -N FOR GENERAL NOTES. I I I - 13. SEE BHT 6-2 FOR CO1..Ur*1r%I AND FOOTING SCHEDULES, AND FOUNDATION DESIGN INFORMATION, I i o �. �� i I - I � ......... cv (y iSTEP A FTG X r9 I 0 /F2 F F --1 X CIA �L I &TEF= FTG .l _I J-1--.4" fy II i 10 I ; S-3 � I � I o ( ¢rt,� - �L I i f';"�'' - 4 " 11'- .4 I've A lei y wr-2 wF2 ----------- -- — L —f= 4 P42 P41 17 P 40 Pas F13a P31 LAI P� ae P14a f=35 f=,34 3 e4 (L I r C4 S-3 Fr= -=! F 6 -1 co TOY5 BERVICS FR U6 M�RCHANDIS ROSS OLD TC*2 NAVY ----------------- ---------- ---------------------- ------------------------------------------------------------- -------------------------------- ----- i7i-i- -------- ------ -oil 211 libl-411 IS' -411 IV -411 1 -,4 11 11B1.411 4as-011 121-41' 211-011 521-5" 311 KEY PLAN (Ak NTS 61-1, )Q n n n n (W 1. *N. PLAN FOUNDATIMEPLft CE 3/32' v, ?A �jS --3) El N - CONSULTANT i4 MARK { 1 1 _ i • I, FI 3 (11)% BOT EW j $ e. ` F2 '.1t (10)9 � ESOT EW REMARKS P3 Y3 (S)% 1501 SW i Yp t • tt a F4 �' - �O "X�p' - "X2' - ii/" (a,,% BOT Eu) } PZ, P ✓'—Q IIX51-b"x2'-oil ( /'#E7 BOT =—W c Fv 5'-CEJ"x6`-c9"xl'-m" (5)95 BOT EW F'1 '-011x4'-0"xl'-0" (4);$5 50T EW Pa t (4)05 50T SW, (0)#5 BOT LW } i P J k e} 3/4" WF1 CONTx2'-0`xi'-0" (2/V5 LW 50T,(1/'#5 LW TOP WALL FTG U1F2• CONTX3'-0"XI,-0" (2)#5 LW BOT,(I V5 LW TOP, 04 S 24" SW BOT III 1 3/611 STEP FTS OVERALL r NOTE: F0OA"�Nu �1`Er."" LE MARK SIZE (LX W X 0) i III 1 3/611 STEP FTS OVERALL r NOTE: F0OA"�Nu �1`Er."" LE MARK SIZE (LX W X 0) REINFORCING REMARKS FI QI—/rllx�l—/TIIX^'-OI' Y/A/Ilx�t-li1//AYux,t-Y�/tt (11)% BOT EW SIZE F2 ��i1 Sl/14R4 (10)9 � ESOT EW REMARKS P3 t-Y/It �r—�Ilx II" (S)% 1501 SW F4 �' - �O "X�p' - "X2' - ii/" (a,,% BOT Eu) A PZ, P ✓'—Q IIX51-b"x2'-oil ( /'#E7 BOT =—W D Fv 5'-CEJ"x6`-c9"xl'-m" (5)95 BOT EW F'1 '-011x4'-0"xl'-0" (4);$5 50T EW Pa d, -0"X&'-0 "XI '-O" (4)05 50T SW, (0)#5 BOT LW CI P J �p 611X61 40IIX11-0" (I)VE, BOT EW 3/4" WF1 CONTx2'-0`xi'-0" (2/V5 LW 50T,(1/'#5 LW TOP WALL FTG U1F2• CONTX3'-0"XI,-0" (2)#5 LW BOT,(I V5 LW TOP, 04 S 24" SW BOT WALL FTG Tt)S1 2411 (2;95 LW BOT TURN DOWN SLAG TO52 GONTxI'-0"xl'-m11 (2105 LW ESOT TURN DOWN SLAB CoLUMN rQ E [m, C� IEDULE BASE PLATE NCH BOL MARK SIZE CAP PL REMARKS A B T E D SEE CI TS'lx'ix1/4 1311 13" 3/4" 2411 3/4" SECTION C2 T91'oxoxl/4 1211 1211 3/4" 2411 3/41' SEE SECTION C3 T66xcx3/iso 1211 12 3/4" 2411 3/41' SEE SIrCT I ON /+ C4 TL4 X4X3/iQ /y� 1ra" /y� loll 1�2" 1211 5/411 SEE SECTION DETAIL BASE-- rILD- HEX NUTS ° "PUE-IR BOLT �— TACK Summit Tower Blvd Suite 260 Orlando FL 32810 407 660 2766 Fax 407 875 3276 SL#AAC001155 SIGN / SEAL urton fnc. E T ['I I L 0 • ( ItuI I I STEP FTC: I STEP FTr SEE ARC; 4 FOR SPLIT- Q�'-�" I�' _ NTS NORTHEAST CORNER OF SJ = --t� FACED VENEER 9� -4 ��' -4 TOWNE CENTER BOULEVARD I ( `3 1W 3& ST. JOHNS PARKWAY I o S-3 SIM I I r3 I S-3 (j) (j) - _ SANFORD, FLORIDA STEP FTCs I C4 ��Uhi�,i" (4� Imo,. A,N ��`r�J' _ -4 I A) <<� 1 t CIA I. SEE SWEA= T 9-1 4R POUNDATiON NOTES. _ 981-8`5 4 1 Lr ' CIA S J (' Ll_ I ( JJ-- SHEET INF©. ut 10 ( FOUNDATION C��aI(3N INPOMM.ATION 1 I STI; P 1"T5 STEP FTG d) CS r I I 91 -4 S-� 9"t'-4` DATE. 17 NOV 1995 Of 98 -all 98 -a, U I �.NET ALLOWABLY SOIL BEARING PRESSURE = 33000PSF , I I O I ( DRAWN BY: PS PER SOILS REP02T PREPARED BY: GEOTECHNICAL AND fit� J S-�3EOMENTAL CONSULTANTv', INC. CHECKED BY: BE I 0 NVIRD=515NATED REPORT NO. 5390 DATED 4/Cb/94. ' r� PROJECT NO: 95011 hi - 1 C4 I r ® REVISIONS • �, Ire I 1 F4 Y TDBI TDSI _ 1l �� C4 1 04 C4 C4 1 C4 � B.1 �, - - - - - RL I I � TDS2 i -------------------—------------------ ------------------- \ tiOT�: TOYS SERVICE r\ r �,w� OF ST' COL SAME R US MERCHANDISE ROSS OLD •. _ _ 45 is OF PANEL II II 1161-5 1/2 2 3/4 J 23'-0 5/811 i 21'-6 3/4" 2 3/4" NOTE: 46'-� 3/8" '19'-�0 1/211 SIM I OF STL COL. SAME AS I OF PANEL KEY B1 B2 F0.1 0.5 S-3 Fi.S F1.9 0 �L. A :k NT$ ® SHEET TITLE • i i - ?4F T I (Dof N F"' L /A-0`4 i. 2 3/32"®1'-O" r1, 9521052 ,1-2-01-95 11:03AM SCALE: 3/32.=12 - .- TILT-U SEE/6-1OPE i 3°�$" 18ga M5 la" OC. PANEL, T API r I I ( TILT -UP WALL PANEL --� CONTROL LINE I I VENEER SEE ARCH. 3 3 GLAZING REF ARCH I I ► REF: S,_3 REF: E)EE ARCH FOS? I 1 II I '/2 ° EJ TYP LEA`✓SOUT SEE PLAN 2'-9" FOR WAL <WAY ( I ON I I 5LA5 I I I I I T/CMU � FIN. FL. EL. SLAB OR GRADE - too I I PRO`✓IDE ENCASEMENT 100'-0" SEE PLAN NOTE. I I REF: ABOUND ATL COL (MIN %� �` ^ %^ x — %--- — WWF NOT SOWN I I I I 1 EA SLOPS DN 3" �.O`✓i R) \//j\/� I I\\%\\\� COi�1Yi�. C�rg'ii©i\l FOR CLARITY PNL CJUJI . TYP " \\l, l I •R4 `✓ERT IN 34 CORNER POSITION BAR U1 O. CMU —�i i ` =ILL BLOCK SOLID W/G ROUT. #4X1'-0" (2 PER PNL.) GROUT AFTER FINAL ! I \ /�\/\\ + II (� REF. FT..s SGH I ( {— ! 2 NON -SHRINK PNL. POSITIONI1�.Car CLR I GROUT, TYP �� V LEA`✓EOUT+PNL Ti-�ICi�NrSe-�4" 48 MIN. • \ \ \ T/FTG EL 5 I • SEE PLAN (3 BARS MIN PER PNL, 2 BARS MIN 1T) T/FTG EL EA LEG IN OF'NCa LARGER THAN 8'-0") SEE PLAN LL d) ROTATE H< TO MAINTAIN CLEARANCE TYP NOTE: BASE FE SES COAT AL';... STL BELOW ,'l, • SEE FTGz SCH TYP SCHEDU�X, TYP GRADE W/ BITUMINOUS 3"-s I TYP SHIM AS REQ D 4 i CaRO!41 ', P�TYPI AfNT, TYP REF: FTG. SCH, SOLID FULL LENGTH OF WALL, SECTION TDS ANDYOR COLr_.2_`\SECTION C EXT COL SECTION EXT WALL FTG SECTION EXT DOCK HIGH FTG S-3 S TSR EFR CSN T-3 S-3 S-3 1'- SEE ARCH. DIGS FOR HAN®RAILS 0 P WALL d FTC �4 DI.ULS 'a 24" OC 31(SLEEVE INSERT. TYPICAL RE: DOCK L `✓ :LER MFR 8" I wwr- SEE L 3X3X'/4 W/ '/2"'V FACE OF WALL 18 REFER TO ARCH QS- ARCH FOR PLA TILT -UP PNL , X �o" LCs HS 12" OUT OF r"aLUMB �"" DWL S °� 18" !�' SEE ARCH FOR HANDRAIL DETAILS �{PE SLEE`✓'" BEYOND AT ALL EDGES TO FORM 120 STAIR LANDING SLOPE rJ' iv RE: ARGW, DWG%. SEE PLAN UNO W/ BASE SLAB-� f� �4 T/SL A3_ EL FIN FL EL ;-----------------------------_ —� _ SEE PLAN 1— SEE PLAN NOTE- I La3 NOT O tu, j PLUMB LINE #42� � EI.UY 0 w t �- tt5 CONT. f ` REO'D THIS L� f (REF ONLY) Q a 31.4 6 !2 OC ,/ERT EDGE--�-411 ( � I 4" tt! �} EW, BOT ,\\�\� R,.F. S REP: S 3 tK I SLOP;~ DN. 0fy III U \ I • fy (2)05 12.5 /\\/X\/O\//\ • I n c� 1 TYf� \/\/� jj /�\`% %\oz / TILT -UP \, %\% j / j % j 4 a ,. \ / WALL =hiL (2) � CONT \ MATCH MAIN SLAB REINF / (2) 05 CONT \,/�\�\\/ 5 24" OC 5 4 O.. B:.,� FLAN 8 #2 DWLS Is 2-0OC '" r WELL COMPACTED f ' \ FIL EL -41_011 _ (2) #5 CONT WELL COMPACTEDCIP - __.-_— �I�12 �OC 0 FILL \�/ 1r/FTG EI- _ --- - \ Iw.ACH WAY SEE PLAN T/ FTG €L 6Ei» PLAN 1-®" O f6 SECTION @ DOCK LEVELER. � SECTION @ STAIRS K'47SECTION­ 0 EXTERIOR STAIR LANDING . S-3 S-3 ,5'-3 TILT -UP WALL i. L.=—A\/GOUT SEE PLAN COORD W/ OH OH DOOR I ` DOOR MrR 1_3/4x-�/4X'/a CONT STEEL PAN STAIR W/ 3/s°(V X 4" HS TILT -UP — It COL 4 FTG BY OTHERS. �/ r, SLOPE i 12 OC WALL PANEL f = SEE PLAN COL BLOC< OUT i I { ' �– STL COLATTACH TO SLAB W/(2) I �' j 1/2 EJ ES REF: 3 SEE PLAN / � �� ( I 3/4"4x5 !/2" ►�ILT1 +Ct.U11C BOLTS WWF US PLAN REF_� I I MPJ` VE DWL TO/// Slob vAR Ci PLAN I I �� !3ga, 3 5/8" Ma ! ! I 1xiN r -L EL r BASE 1_ SEE I l I �� 12" OG �. `r1AB R_: SEE PLAN I I FIN FL €�. _ \ i I I --_ SCHEDULE SEE PLAN - �<, .— ,-- x-- x— 4— x-- 4— x— x— x cl �.0 W/ 1/4"X =— X - - a . x \ \ \ \ �I I ♦ Y s �' �/i\ ,\\ 11/ " WIDE BENT \ \ \ v,,� --- \ /i./ ~/ � " I I 2 ,„ /\/\/ i I M) TRACCONTKS 3 �\ ! I ( REF: SN ri' STRAP ANCW. � /\�/\�� I I E 12" OC T$B T/PTCs SLSE PLAN \ �=—z—x—x— ,\ I I —% --X—% (2)1$5 CONT (STAGGER) fy- • TYP REF: FT,.z. SCH, I FTG 4 1; WALL 1'-411 (2) 04 CONT 03 TRANS 3'v ° OC -- -----SECTION C OH DOOR �. SECTION INTERIOR FTC �0 SECTION C� INT STL CSL 11 DETAIL STAIR STRINGER-rl 2SECTION--.--rcb IVIS LOAD S-3 S-3Ks-37 S-3 CONN TC SLAB S-3 BEARING WALL }/2" PREMOL®ED EXP S E NOTE 2— if rr SOFF-CUT SAWCUT ir JT FILLER —\ � '"LArS 'iB JOINT , .. � FACIE OF WALL, X X -- —%—X—%- LAP, MIN X— X-- %— COL, PANEL = �- 1\\ NOTE 3 \'\`//\�% NOTES: <1 (L NOTES: I. USE SMOOTH DOWEL COATED 1. CUT SLAB AS SOON 46 AGGREG-ATE I i `i I 'J (EXPA &ON JOINT) ONE END TO PREVENT BOND. DOES NOT DISLODGE (MUST BE WITHIN TILT -UP PNL TILT -UP PNL V 5EE SCHEDULE BELOW. SAME DAY AS CONCRETE PLACEMENT). TYP LAP ii 2. REINF NOT SHOWN FOR CLARITY. 2, PLACE REINF 1/3 SLAB DEPTH FOR GROUT SOLID,— 30 ®1A TYP �, I CORNER BAR C��T3A10. r DISCONTINUE REIN= AT JOINT. SLABS GREATER THAN 5" 11/z" CL R � I �, ,� ,, 0.1 C�,, I ITT I `" �' H FOR SL ABS 5" OR LESS. T/ FTG EL ( EXTEND INTERIOR BARS TO FAR FACE 3. DWLS 5HALL BE CU O LON T 1:4 SLOPE NOT SHEARED. SSE PLAN 3. CUT 2/3 Or SLAB REINFORCING. _ l NOTES: 1, PREVENT BOND BTWN SLAB S. 2. ©ISCONTINUE IRwINF AT JOINT, 3. THIS IS ALTERNATE CJ FROM PREF€RRED DOWELLED CJ. USE iKEYSO CJ ONLY WITH ENGINEERS APPROVAL. 6MOOTH C.^)OWEL. E;CHEDULE SLAB DEPTH (INCHES) DIAMETER ( INCHES) TOTAL SPACING LENGTI"' C TO C ( INCHES) ( INCHES) 4 '/2 12 12 5 11/8 12 12 9) 3/4 14 12 `i 11/8 14 12 8 I 14 12 S 11/8 19) 12 10 11/4 16 12 4. HAND TOOL JOINT TO FACE OF WALL. T/ FTG EL I eJ T JOINT) SEE PLAN _ IS" jr– – MA I , RSI 'F 699 PLAN BTL, HOO< TYP CORNER BAR, TYP �y T EF GENERAL NOTES (MATCH HORIZONTAL FOR REQ'D COVER BAR SITE) . REINF SAME AS • IN FTG SCHEDULE C0RN85R INT12"R6McT10N1 1900, Summit Tower Blvd Suite 260 Orlando FL 32810 407 660 2766 Fox 407 875 3276 SL#AAC001155 SIGN / SEAL 0 CONSULTANT Exton raswel kkilebrooks Assodates, hc ccmrm mucrt" ITCH as %0 K46 (Abdo Arww %ft M, 10 Pak 74arkit 32769 WM 645-3423 Fele (4001 US -1790 MART NORTHEAST CORNER OF TOWNE CENTER BOULEVARD & ST. JOHNS PARKWAY SANFORD, FLORIDA SHEET INFO. DATE: DRAWN BY: CHECKED BY: PROJECT NO: e 17 NOV 1995 PS BE 95011 REVISIONS nHl nH2 H3 H4 OVERALL 250' GRI fi ; TNJ,4LL EL 5r20'-0° P14 1 S`6 1 iii iiia p1IB 1=20 Fm I 1 22 JST 15MG EL ! I CAI III p t 7yp - V Ell cl tV ry �E� Q n r; 10 t JST EURO! i 32 . ;C ti) 32 . iC aj 32 ANT, iG ti) 32 �N'1. rG tp 32 . a) `1N .5K _ rl 21. a) 1>0 C`# ��� Dr ->15N LOADS LLi`�/E LOAn DEAD LOAD NET UPLIFT i5--6 TRiB AQ9A LOA -r') m-200 eg 20 PSF 23 r'SF 24 F''SF 4w 201-�mm SF 1v PSF m �t (1) All `� <<t as v u �_6 60-o+ SF 12 peg NOT..: N c r N r r I. SES PLAN FOR CONCENTRATED LOADS. 52 22 ,3 S-6 JST BRCS EL �_ �' GaiN'15K 4m 9N1. K tIl �� 4m gN,. G tIl 4m 9N'I. IC til T�. 4mgN1. K (� �•'m iNi.S 7Q rr� - } �' F til m a� m m � LATERAL DESIGN LC7A1� WIND VELOCITY = 100 MPS; 6 1M€ ORTANCE FACTOR 1.0 — o� ® Q'u)U,, ��� 4Q CIA CIA C 7 t �� - 8L � V � r{ Eli r JST E.3RCa 122 a" — �"� --1• —- �b ,�® I -,�T{,. T _ TUi ,1 � 1 \_ 10 �� i S-6 ��. ��. S-6 S-6 Roar- r-sAmmats- 1i OTE$; S-6 i. ;;ZO.7FINCs bN 1 1/2", 22ga, TYF' E "B" MTL DECK UJ/ s/e "4) F=JrJ%S UJEL OS a SUPPORTS B 010 TE<5 SIDELAP`�. PROVIDE 36/1 PATTERN FOR Ol U U WMLOS UJ/ SPACING S EXTREME SINES OF 12" OC, t a► �n �� �t V v (l) SCREW PER S1=4N SHALL 5M PROVIDED Q fL (3~� W � W d) -4 14 SID'dLAPS. V V V V y x ---'v N N i - 2. SEI= STRUCTUR4L MOTE SHEET FOR IE5 RDD _= C`1 N N N t`t S`t RECO" UIREMENTS FOR JSTS k JST 5IQDSfQS. 3• SEE SECTIONS FOR FRAMING OETAIL.S. Q -- 4. JOISTS C7ESIGNATED CS (CONSTANT SHmAM PSR /ULCFZAFT TAI51_E6") BHALL 15 UTILIZEC) ft) �.� � ' {�- AT MECH UNITS, SEE FLAN. ,6 5. SSE PLAN FOR JOIi3T BRCS ELEVATIONS. r JST B�'C EL rl� 40-IN7. < t ;� Lm �N'1. iC a) ?' 4© �N"I. iC ) 40 IBN` . K Y {p / Ni. iG til 7 _6 �. S:.E ARCH FOFZ INTERIOR JRAiNS SCUPPERS. 123 -o !�1 I �l al iSl til til 4 CI) i. "BTJ" iND' iCATirS BOLTSD Ti- JOIST PER OSHA REOUiREMENTS. tit T TUI 1 t K�3 0 S-6 �t <<t ri � �t �t 0 10 J N N sv N N N 1 N N CIA CA Ell CY • i 45 SPACES 5'-0" OC = 2404 0" 4,_ " 2 - S-7 JST BRCS EL S 6 UJ24 6 l I GJ )- AM R I" (T45 EL 124'-4 '')) t 1241-411 -- P L -=-1-- �' EL I=44 P43 1 42 X41 i 4 P.3 � 1 1�3i UO � o ! � � P35 I=3 128'-g" _~ 1 x 1 FAd MS TRUSSES S 2'-V OC TOY$ SERVICE I .t i,`. 250'-m° R US M i O; '�N�lS ROSE) OLD , '� ,�— — - ¢ 1 T/STL BM EL 5 113'-g4 3.9 S-7 J KEY PLAN E- - NTS a - z A M I N' "La" GIhEPQ, Hatal:�Y ZrdXPRBSSL.Y RB3�RVE9 HIS COMMON LAW COPYRIGHT AND OTHMIQ �. PROPURTY RIGHTS IN THMSB PLANS. �4. 3132'-1'-0' rya RMPROIR4GsO, CHA�tvWrsmip OR cNOT � w A1JY FORM OR MAPAIIMR WHAtWWAM m S'COTT ti{�,ilu EI,A"L N?.I !�'tIi {i{{�,. IIS ��{� t�� "�� , � 1��, °iillf�fiit�ttl��i:l� ��PARTNERSHIF P I=B 0 S-7 2 NJ IIVIEZZ/ArOlk "E I ,f i P I=B 0 S-7 2 NJ IIVIEZZ/ArOlk "E I i° rEZZAN INE M AM ING NOT C5: 1, 1"`IEZZANiNS FLOOR 5"HEATHiNG' SHALL 3E 3/4" A,P.A. R ATEC) STUR[:J - I -FLOOR ATTACHED TO FRAMING MEM®ERS W/010 TE< SCREWS e 12" OC. LIVE LOAD DEAD LOAD 12x7 PSF 10 REA NOTES: oil ly 1!! I0 I ROOF* 1:�rm!5iGN L ,044& L! VE LOAD DE AD LOAD NET UPLIFT TRIB AREA LOAD 0-200 SF 20 PSS= 23 PSF 24 PSP 201-aO0 SF 16 PSP 600. SP 12 Pep NOTES: SEE PLAN FOR CONCENTRATED LOADS. L.AT=9 � ;L DISESI(SN LOAD WIND VELOCITY -- 100 MSN IMPORTANCE TACTOR = 1.0 -?!{�I�4 }q tits f{ { r Yiad+(51 t,9'f!}fi;h { r vit N �� i { t �r;{t �. 't,af � `I� a t1{ 1 I IIT 1 '4 I } 7 Y �Itt� G{i�1Stlfr' .lyphlstPARTNERSHIP IN CONSULTANT i trton raswed lddkJ rooks Associates, kx. 20.uaa SUMM" aallEw 00 60 -JW Fax M� }JO. NfiF ax raw um (4W) 643•-1M U U n U U ,� i 2 IQOOF �1 Wcsl ti' 11 S-6 ` 1, ROOFfNCF ON 1 1/2", 222a, T'Y'PE "B" 1„ITL DEC< W/ �, 1 r/a"4) PUDDLE WELr�s 6 SUPPORTS a X10 Tr;<5 S NORTHEAST CORNER OF - , n SC)SL APS, PROVIDE 36/1 PATTERN POR RTu; 'l 1 r WELDS W/ SPACING 'S EXcTREMS SIDES of 12" OC, TOWNE CENTER BOULEVARD FE PLAN POP, THE LIMITS or THE FOLLOWiN ®ECid' ST. JOHNS . PARKWAY 4 SIDELAP FASTENING PATTERNS: PATTERN IIA": 4 61VISI AP FASTENERS r6 -6 PATTERN "5": 2 SIDE -LAP FASTENERS SANFORD, FLORIDA tL r.: PATTERN IICIi: 1 SfDELAP FASTcN:� W Q 2 iN 5iC tI3 - 2. SEE STF2UCTURAL NOTE S►-�EcT FOR3F2DG- � SHEET ���©. a�a S-6 RT4 REaUIREMENTS FOR J&TS f JST SIR®ERS. 3. SEE ;SECTIONS FOR FRAMING DETAILS. a (CONSTANT SHEAiR DATE: 17 NOV 1995 4. JOISTS DISI&IGNATED KFC I { T { U W al �L PER /ULCQAFT TABLES) SHALL BE UTILIZED � 'i O (�� NCA 6� U AT MECH UNITS, SEE PLAN. DRAWN BY: PS r 0r3 Av -S PLAN FOR J016T 5RCa ELE`/ATIONS. CHECKED BY: BE x/ EILS-7 �� at tp W h. SEE ARCH FOR INTERIOR GRAINS SCUPPERS. -2'-2 3/8" i PROJECT No: 95011 <1 i. "BT-)` INDICATES MOLTED TIE JOIST PER OSHA 4'-011- JOIST SP CiN ' Q -0" OC I— 5 '-0' J IST S ACING 0 -0" C 5'-0 � Z*T� RCS° EL t1 r'aEOUfREmrNTs. JST '3RG EL / TO 1FP 9 ) 16' -1 II 1 1 2 REVISION$ (1151 TO W14.22 S-� Wei 5 W21x3 S-6 • r --, I CAMBER 1/ 11 JA� CAM ER 1,2�® � All" p >t. ,.2in CA J// JST CCS 5' 11 OC -0I 6� 10 10 ' 0 1 2 Wax10 W1426 WaxIC CA EVER 3/41, \ 0s S-6 S-7 S-7 Sim ��, JST 9R!o EL F1 I°•t5 TRUSSES a 2'-0" OC r II I II 1 II 1 n II II TOYS SM1111cE 2 3/4 I 1� -I 40 -® leo -� 1/2 2 3!4 i� Us MERCWANDiS R©9S OLD .. , 46'- 3!811 [1®I•, pill - �� - j; �1 F0.1 F0.5 F1,5 4-1 F1.9 H KEY PLA 1 R F F R M I IN" ko 3 P L KI - Nrs SHEET TITLE 4 3/32®-1'-0" ROOF/MEZZANINE FRAMING' ,f t i° rEZZAN INE M AM ING NOT C5: 1, 1"`IEZZANiNS FLOOR 5"HEATHiNG' SHALL 3E 3/4" A,P.A. R ATEC) STUR[:J - I -FLOOR ATTACHED TO FRAMING MEM®ERS W/010 TE< SCREWS e 12" OC. LIVE LOAD DEAD LOAD 12x7 PSF 10 REA NOTES: oil ly 1!! I0 I ROOF* 1:�rm!5iGN L ,044& L! VE LOAD DE AD LOAD NET UPLIFT TRIB AREA LOAD 0-200 SF 20 PSS= 23 PSF 24 PSP 201-aO0 SF 16 PSP 600. SP 12 Pep NOTES: SEE PLAN FOR CONCENTRATED LOADS. L.AT=9 � ;L DISESI(SN LOAD WIND VELOCITY -- 100 MSN IMPORTANCE TACTOR = 1.0 -?!{�I�4 }q tits f{ { r Yiad+(51 t,9'f!}fi;h { r vit N �� i { t �r;{t �. 't,af � `I� a t1{ 1 I IIT 1 '4 I } 7 Y �Itt� G{i�1Stlfr' .lyphlstPARTNERSHIP IN CONSULTANT i trton raswed lddkJ rooks Associates, kx. 20.uaa SUMM" aallEw 00 60 -JW Fax M� }JO. NfiF ax raw um (4W) 643•-1M U U n U U ,� i 2 IQOOF �1 Wcsl ti' 11 S-6 ` 1, ROOFfNCF ON 1 1/2", 222a, T'Y'PE "B" 1„ITL DEC< W/ �, 1 r/a"4) PUDDLE WELr�s 6 SUPPORTS a X10 Tr;<5 S NORTHEAST CORNER OF - , n SC)SL APS, PROVIDE 36/1 PATTERN POR RTu; 'l 1 r WELDS W/ SPACING 'S EXcTREMS SIDES of 12" OC, TOWNE CENTER BOULEVARD FE PLAN POP, THE LIMITS or THE FOLLOWiN ®ECid' ST. JOHNS . PARKWAY 4 SIDELAP FASTENING PATTERNS: PATTERN IIA": 4 61VISI AP FASTENERS r6 -6 PATTERN "5": 2 SIDE -LAP FASTENERS SANFORD, FLORIDA tL r.: PATTERN IICIi: 1 SfDELAP FASTcN:� W Q 2 iN 5iC tI3 - 2. SEE STF2UCTURAL NOTE S►-�EcT FOR3F2DG- � SHEET ���©. a�a S-6 RT4 REaUIREMENTS FOR J&TS f JST SIR®ERS. 3. SEE ;SECTIONS FOR FRAMING DETAILS. a (CONSTANT SHEAiR DATE: 17 NOV 1995 4. JOISTS DISI&IGNATED KFC I { T { U W al �L PER /ULCQAFT TABLES) SHALL BE UTILIZED � 'i O (�� NCA 6� U AT MECH UNITS, SEE PLAN. DRAWN BY: PS r 0r3 Av -S PLAN FOR J016T 5RCa ELE`/ATIONS. CHECKED BY: BE x/ EILS-7 �� at tp W h. SEE ARCH FOR INTERIOR GRAINS SCUPPERS. -2'-2 3/8" i PROJECT No: 95011 <1 i. "BT-)` INDICATES MOLTED TIE JOIST PER OSHA 4'-011- JOIST SP CiN ' Q -0" OC I— 5 '-0' J IST S ACING 0 -0" C 5'-0 � Z*T� RCS° EL t1 r'aEOUfREmrNTs. JST '3RG EL / TO 1FP 9 ) 16' -1 II 1 1 2 REVISION$ (1151 TO W14.22 S-� Wei 5 W21x3 S-6 • r --, I CAMBER 1/ 11 JA� CAM ER 1,2�® � All" p >t. ,.2in CA J// JST CCS 5' 11 OC -0I 6� 10 10 ' 0 1 2 Wax10 W1426 WaxIC CA EVER 3/41, \ 0s S-6 S-7 S-7 Sim ��, JST 9R!o EL F1 I°•t5 TRUSSES a 2'-0" OC r II I II 1 II 1 n II II TOYS SM1111cE 2 3/4 I 1� -I 40 -® leo -� 1/2 2 3!4 i� Us MERCWANDiS R©9S OLD .. , 46'- 3!811 [1®I•, pill - �� - j; �1 F0.1 F0.5 F1,5 4-1 F1.9 H KEY PLA 1 R F F R M I IN" ko 3 P L KI - Nrs SHEET TITLE 4 3/32®-1'-0" ROOF/MEZZANINE FRAMING' t • 1` SECTION @ JOIST BRC $CALS.314"=I'-O" TYP UNO �-6 ' � REP: n FIXED °VIDE T/ PARAPET F-1- SEE LSEE PLAN, TYP �— DO NOT WELD GIRDER TO STABILIZER E fe MIG "A It fE MK "B" STABILIZER SECTION! @ GIRDERS ELW,,,,r' TO TILT PANEL BOLTED TIE JBT T/ PARAPET EL BEE PLAN, TYP CONT L3x3xt/4 W/ 3/4"4 x.43/4" HILTI KWIK BOLTS e 32" OC MTL DEC< SEE PLAN, TTP L— X-BRCG ;:OR 2 END BAYS HORI TI-#Ef�EAr�-TEr�, TYP. L3x3x'/4xJ&T DEPTH W/ (2) 3/4"x,43/4" H (LTI KIUIK 501 -TS S BRD5 LDC. TYP EE JST BRG EL �, '" SEE PLAN, TYf=' TROP OF 5T SEE `" YP P_ MK 11E �- SHE PANEL REINF ELEVATIONS FOR ADD BARS R-a'D AT ALL GIRDERS I IN LSL HOLES PEEN TES=L0N BRr. ,C<ING. SECTION @ BRIDGING LW GIRDER BEARING EL A a')z, card TA it,i ISL TIGHTEN° �EA<7S NOTE: BEE SECTION 3/5-'i FOR DECK CONNECTION. CAP fE3/4XI'. Eta" JST BRG SL I I BEE PLAN, T • - F -3/e X4Xm' - fir" TYP 6 JST TOP Or- F-2) Fp MIG "All I I • I i I I • NOTE: DO NOT UJELD BOT CHORD TO STABL IZER M PLATES. SES PANEL REINF ELE`/ATIONs FOR ADD BARS REQ' D AT ALL GIRDERS K (3) BOLTS W*, W15 (4) BOLTS W21 (5) BOLTS - (6) BOLTS — WIOX31B X O'-6" LG (2) 3/4„4 A325 BOLTS FINGERTIGHTEN ANC THREADS. USE 3/32 ' PAD ON lova $B B: YP i� X e- fl- IMP (y 114 Q — [X 1/4 V3 NO WELD «Br, P_ 3/4 »ro" NO WELD IS—'% X6 XO' - 6 ° _tom I IN LSL HOLES PEEN TES=L0N BRr. ,C<ING. SECTION @ BRIDGING LW GIRDER BEARING EL A a')z, card TA it,i ISL TIGHTEN° �EA<7S NOTE: BEE SECTION 3/5-'i FOR DECK CONNECTION. CAP fE3/4XI'. Eta" JST BRG SL I I BEE PLAN, T • - F -3/e X4Xm' - fir" TYP 6 JST TOP Or- F-2) Fp MIG "All I I • I i I I • NOTE: DO NOT UJELD BOT CHORD TO STABL IZER M PLATES. SES PANEL REINF ELE`/ATIONs FOR ADD BARS REQ' D AT ALL GIRDERS K (3) BOLTS W*, W15 (4) BOLTS W21 (5) BOLTS - (6) BOLTS WI0X3B X 0'-6" LG (2) 3/4"4 4325 BOLTS L SL HOLES FINSSQT THREADS. USE 3/32 ' ON lova Be BACKI YP i� IMP ty III 1/4 3 I NO WELD «Br, P_ 3/4 »ro" REP: REF: PT WD FJ2 RE: SSmARCH r"-/ kllr I lvlvti. 4111TH '1 D.G. sco:' �3Ui'fl(n �� �I> t t un 1��1;7�ir r<I1i!v1"I�� E�1 'i I PARTNERSHIP SECTION @ JOIST BRG I ,,#,,,C,,,,:,,, NOTE: COL NOT BHDwN THIS SECTION FOR CLARITY 0 -...� 1-..�TTOM CHORD BRACE SIZE AND SPACING BY GIRDER MFR, WELD AT ALL PTs OF CONTACT AFTER DL Is APPLIED, TYP UNO SECTION @ JST TO �- 71 SIGN ! SEAL CONSULTANT cyton 94071 mlh OOdrdu Arau%USPS+ri 330, V�t[arP� UOV) b4�3790 mom on& Iffimm P=r= \ " IND .-N ENDED 152a CLIP W/ (2) SCREWS 4 1/211 IGHTEN AND PEEN (2) POWDER-AllPINS MAX T TEFLON BRG PAD OR PROVIDE I/B" FIL LET WELD 3/46 2" AMA w Amm NG l" LG ON S�A SIDE. VOUCH P W/ HIGH ZING PAINT,� I PRE-::N..•�r D LIGHT G.,CaE TE Ron MTL TRUSSED AT 2'-0" OC mpm MOW A vm L A'ALmm ld"I - JIM AV 15va BENT 12 `. T/ BTL BM ++; #+ ,+ +I ��� NQRTHEAST CORNER OF EL SEE PLAN r 1 I \\'\ TOWNE CENTER BOULEVARD -18ga Ms-__� & ST. JOHNS PARKWAY AT 2'-0 Or ; + + + WIELD ALL 1 CONTACT SANFORD, FLORIDA L2x2xl/B <ICKER TRUSS MFR SHALL DESIGN 12va CONT TRAC+G, POINTS (TYP) EACH JOIST TRUSSES FOR AN ADDITIONAL TOP 4 BOTTOM AFTER DE -40 LOAD �— �2 t/2 "-189 a MTL 156 PLF WIN® LOAN B APPLIED III SHEET INFO. STUDS � 2'-0" OC I DATE: 17 NOV 1995 4 SECTION JST GIRDER Kll SECTION JOIST GIRDER BRC @SECTION C STOREFRONT SECTION STL BEA DRAWN BY: Ps s-6 COLUMN s_6 FALL -,SWAY CONN s-6 s-6 CHECKED BY: BE PROJECT NO: 95011 GOORD JOIST -------- i ROOF TOS' UU17 FORAMS" SCHEDULE —I 0 REVISIONS I ROOF: TOP UNIT WEIGHT ANGLE SIZE A/C UNIT LAG BOLTS 4" FROM 0 - 6-15165 L4x.Bxt/4 LLH -0 TYP - •------------^--------- _ �2�J0= TOP I EACH CORNER a MAX 24" "JC ci'� - 15001,06 4x '/ x5/lo � H /4 GAP FE �1 11 -IO -95 O L 3 2 L� REQ'D DUE A/C CURB ------ (MIN 3 PER SIDE) TYP ALL 1501 - 30001os Lox•4x3/e LILH THR!.I fE T/ 6TL s TO UNIT SIZE `�.� I 4 SIDES 3001 - 60001b3 Lox6x3/5 I OPEN I ,.. �'• N ROOFING P ^ IY_ a 1 ;+ SEE PLAN ANGLE FRAME � -- ADD STIFFENER ANLL^� +1 ( I + 3 ! AT DUCTS I (S='� S� HEDULE - ----- - REP: ARCH E ^ r � -- 1 1 ONLY I EE IF THIS DIM Is GR_ATIrR _ +1 1 1+ -- Q I A I „� FOF2 ANGLE SIZE)L THAN 6" � ; C O ICENTRATED L DAD +� I I I ;+ ----- --- ------ ��- FROM SUPPORT FRAME pop - (Y l I t t) I I B JOIST TOP . •, r I I2 I 1 /2 -------------- -- - -- STL JOIST CHORD PANEL PT 1/8 <TYP ^ Ir-- 1/2 6% BM -- TOP CHORD SEE PLAN I I 3/. "4 A325 BOLTS IN STIFFENER L I I hie" THRU M, 9 BOLT$ . . " . . 1.5!@a x I" STRAP AT 24" (REF: SECT 5-B) WEB MEMBER I 1 PLAN -- OC (3 MIN PER SIDE) T$ Col As FOLLOWS: I I TYP ALL 4 $IDE$ A/C SUPPORT SEE PLAN I I `/ERIFY ALL DIM'& 4 DETAILS W/ MECH CONTR BEFORE rF2AME BOTTOM CHORD BE 2. PABRICATfDN.CilON- A/" UNIT TOTAL WEIGHT -SEE PLAN FOR WEIGHT AND FRAME 3. SCHEDULE FOR ANGLE FRAME SIZE. (A/C CURB CONNECTION) PANEL POINT ADD L2X2X3/16 STIFFENER PROTIDE L 3x3xt/4 FRAME AT ALL OPNG5 GREATER THAN (WHERE DIAGONAL ANGLE IF RTU FRAME ANCaLIR WIZ, W14 (3) BOLTS W*, W15 (4) BOLTS W21 (5) BOLTS W24 (6) BOLTS • 12 ON ANY SIDE WE® MEMBERS BEARS ON JOIST FURTHER THE ANGLE FRAME ;HALL BE PRO`/TOED BO THAT THE ENTIRE INTI=RSIECT CHORDS) THAN 6" FROM THE NEAREST RnnF FRAMM. SF('TInNS l -. ' TOP CHORD PANEL POINT. (NON -MOMENT CONN) PERIMETER OF THE- RTU CURB Is SUPPORTED. SECTION 5-5 (CONCENTRATED LOAD REIF J3N_ D E IL MECN ROOF SUPPORT SCHEDULE SECTION @ BM TO STL C NTS l S-,6 S-6 9521056 11-28-95 E 12�Pf� , SCALE: 3/4"-12 9521057 11-28-95 11:43MA SCALE: 3/4'=12. °u -A.DD'L (3) 0.6 55ARS 0 12" C/C =-r- Q GIRDER $ STL 5r"*l Wl / #2 TIES 6 all OC --I 05 x —] 24" TYP CORNER 54R 95 s 10" OC VERT .� 13" CC 1-40RIZ 1 1/4" PANEL 5 s 161, OC '•/ERT 44 Q 18" OC i40RI Z s 5 1/2 "" PANT NOTE; POR LIPTINS INSERTS PRO`✓IDE REINP AT vI=TING IN5ERT5 AS P -R INSERT MFR'S R;COMMF-NDATIONS TYP UNO PIN FLR 1WLE`/ �5 46", UNO (MINI 3 PER P,4NEL.) SEE SECTION TYP SEE TYPE "1" ADD 2335 Er LU/ #2 TIES Q 1a" CC EA SIDE OP OPN5. ADD (2) 95 x OPNS TOP, 50T $ A SIDE ADI TYP UNC? PLACE IN CENTER OF PNL NOT /C SHALL COORDINATE ANY E""1BEDDED ITEMS R; alc) HY' DOCK LEVELER, DOCK BUMPERS OR DOCK LOGS (la" REO'D) PANEL TYPE 9027 PANEL TYPE '' 0* PERSONNEL DOOR 0 COCK LEVELER ADO (4) ;;5 s all W/W2 TIES s a" Ot SIDE 0= OPNS (;=iACEINSIDE �L BARS) SEE TYPE "1" (2) 45 EP (PLACE INSIDE /gRTICAL BARS) PANEL. -TYPE 4" & saw W/ OH DOOR OR DOUBLE DOORS NIQT9 TYP%: ".4" TYPE "4A" Z) LARGE OPNG z -A.DD'L (3) 0.6 55ARS 0 12" C/C =-r- Q GIRDER $ STL 5r"*l Wl / #2 TIES 6 all OC --I 05 x —] 24" TYP CORNER 54R 95 s 10" OC VERT .� 13" CC 1-40RIZ 1 1/4" PANEL 5 s 161, OC '•/ERT 44 Q 18" OC i40RI Z s 5 1/2 "" PANT NOTE; POR LIPTINS INSERTS PRO`✓IDE REINP AT vI=TING IN5ERT5 AS P -R INSERT MFR'S R;COMMF-NDATIONS TYP UNO PIN FLR 1WLE`/ �5 46", UNO (MINI 3 PER P,4NEL.) SEE SECTION TYP SEE TYPE "1" ADD 2335 Er LU/ #2 TIES Q 1a" CC EA SIDE OP OPN5. ADD (2) 95 x OPNS TOP, 50T $ A SIDE ADI TYP UNC? PLACE IN CENTER OF PNL NOT /C SHALL COORDINATE ANY E""1BEDDED ITEMS R; alc) HY' DOCK LEVELER, DOCK BUMPERS OR DOCK LOGS (la" REO'D) PANEL TYPE 9027 PANEL TYPE '' 0* PERSONNEL DOOR 0 COCK LEVELER ADO (4) ;;5 s all W/W2 TIES s a" Ot SIDE 0= OPNS (;=iACEINSIDE �L BARS) SEE TYPE "1" (2) 45 EP (PLACE INSIDE /gRTICAL BARS) PANEL. -TYPE 4" & saw W/ OH DOOR OR DOUBLE DOORS NIQT9 TYP%: ".4" TYPE "4A" Z) LARGE OPNG .AV s .} �� 1 1� . `-. z �� � t� '. j 5 3 '� t .t r `� . r 7 ;a l {� Z i i �4fi f t � t y �'! ./ y �1./�ti7"��17w 1 �� r' S k �� .r� � � rr � + � � ,� l� ) rR �'' �f� ::PLUMBIN FIXTUR .lE PM ED Q E T QU I N �77, MARK FIXTU VENT COLD' HOT' MANUFAQ TU WASTE WA TER WATER WATER 'CLOSET BR IGGS VIT .CHINA - WATER'SAVER 1.� 5 GPF11 F06R MOUNTED REOPS #7715. 44 H JET' F 'W/'L' SH VALVE ELONGATED' BOWL, �#5160 BPLTCAPS., -ANG LE_- "STOP SUPPLIES UCUTCHEONS.. SLOAN & QUITE EXPOSED� CL0 RUSH'VALVE, lm SCREW CK ANOLE TOP'.W/PRo*r A DRIVER BAKCHE ECT I vF,,c P. CHURCH #2950. SOLID PLAST,IP- Cl-OtED. FRONT,, ELONGATED. SEAT.- (WH I TE), WC -2 WATER CLOSET 3 2n BRIQGS,� '-7v.ITRlr-ous -.CHIN & ATER SAVER I. 5 GPF. FLOOR-MOUNfED. #7790 W/FLUSH VALVE ELONGATED BOWL,, _`118"HIGH, SIPHQN,JEt #5150 BOLTCAPS PV I DE A GLE STOP SUPPL I ES ESCUTCHEONS. SLOAN #1 QUITE EXPOSED CLOSET­,F�USH VALVE, I P. S... SCREW DRIVER,BAKCHECK,ANCLE STOP -W/PROTECTIVE CAP, CHURCH #2950'�­ SOL I D PLASTIC, CLOSED FRONT,_ ELONGATED SEAT,'(WHITE ,WC -3 WATER CLOSET 3n 2"'', BRIGGS -s -VITREOUS CH.INA, WATER SAVER.,ELONGATED 3. 5 GALLON #4718 FLUSH, CLOW OUP ED COMBINATION, BOLT CAPS, ANGLE C L #5160 STOP SUPPLIES, ESCUTCHEONS. - CHURCH #296- SOLID PLASTIC, CLOSED FRONT,-E,LONGATED SEAT.(WHITE) NSSC L-1 LAVATORY 1_�t 1 _jAsp JAM 14 ji BRIGGS. -VITREOUS CHINA, -WALL HUNG LA-4TORY. #6601 WITHFRONT OVERFLOW. PROV I P' TRAP. CHICAGO LAVATORY FAUCET, COLOR CODED HANDLES, -COPPER #797A W/#�17 TUBE,.METAL,POP-UPlASTE. ALL CHROME FINISH; ACCESSORIES PROVIDE ANGLE STOP -SUPPLIES W1 TUBES & ESCUTCHEONS. MOUNT RIM 024 ABOVE FINISH FLOOR., L-2 LAVATORY W A BRIGGS VITREOUS CHINA, WALL HUNG LAVATORY. #6601 WITH FRONT OVERFLOW. PROVIDE 'P TRAP. CHICAGO� LAVATORY FAUCET, COLOR CODED HANDLES, COPPER #797A W/'#317 TUBE' METACPOP-UP WASTE. ALL CHROME FINISH. ACCESSORIES- PROVIDE ANGLE.STOP SUPPLIES W/ TUBES & ESCUTCHEONS. 'URN -1 URINAL 2" 1 �t V4" BRIGGS VITR50US CHINk WATER SAVER ' WALL HUNG, SIPHON -JET #7525 URINAL WITH FLUSHING RIM, �4-TOP SPUD,- THREADED OUTLET CONNECTION AND INTEGRAL TRAP. SLOAN EXPOSED FLUSH.'VALVE #186 TYPE FLUSH VALVE, :Y4 IPS ANGLE STOP, ADJUSTABLE TAILPIECE, VACUUM BREAKER, V4- TOP SPUD. S-1 SINK--�(S'INGLE BOWL) 2 1-1/2- 1/2- 1/2* LKAY SINGLE BOWL, 18 GAUGE, TYPE 302 STAINLESS STEEL D.LR-2222-12 SINK, 8"DEEP,-HEAVY DUTY SOUND DEADNING, SELF- -,RIMMING, 3 -HOLES, 25X22XI2'0,A. LK CHROME PLATED NEOSTYLE FAUCET WITH RIGID GOOSENECK #4162 SPOUT, SINGLE LEVER WITH SWIVEL SPRAY, ELKAY .. !HEAVY STAINLESS STEEL BODY, CONICAL -STRAINER PLATE #LK -99 WITH NEOPRENE STOPPER. 1�tw TAILPIECE. P -TRAP r­lVk"CHROME PLATED P-TRAPWITH,CLEAN-OUT FITTING C.P. WASTE ARM TO'WALL WITH ESCUTCHEON PLATE. BRASSCRAFT -CHROME PLATED TUBE RISERS WITH ANGLE STOP VALVE AND WHEEL HANDLE4 EWC-1 QTRjQ,.-WATER 1-1/2 1/23# HALSEY BARRIER FREE WATER COOLER, RECESSED STAINLESS TAYLOR STEEL COOLER WITH LOWERED PANEL. RATED AT 8.0 #EBFATL-8 GPH OF 50'F WATER AT 30* TEMP. DIFFERENCE... INPUT 1/5HP, 115V., 60HZ, I PH. MEETS ADA REQUIREMENTS MOUNT SPOUT 'AT n" A. F. F. MAX. LEAD 'FREE WATERWAYS. ALL STAINCESS STEEL SATIN -FINISH. McGUIRE -11/4"CAST BRASS P -TRAP WITH CLEAN-OUT. BRASSCRAFT CHROME PLATED TUBE RISERS WITH ANGLE STOP VALVE AND WHEEL HANDLE. js�-1 SERVICE SINK 3 1-1/2- 1/2" 1/2 IAT �-MOLDED-STONE SERVICE SINK WITH 10' HIGH WALL WITH #MSB -3624 NOT LESS THAN 1* WIDE SHOULDERS AND AN INTEGRATED MOLDED SHELF 10'Yla" WIDE. THE FACTORY INSTALLED DRAIN BODY SHALL BE STAINLESS STEEL AND DESIGNED TO PROVIDE A LEAD Q AULK JOINT. STAINLESS STEEL DOME STAINER AND LINT,BASKETSHALL BE INCLUDED. FIAT MOP SINK FAUCET,., CHROME PLATED WITH VACUUM BREAKER #830 -AA INTEGRAL STOP5,,-ADJUSTABLE WALL BRACE, PAIL HOOK AND -Y4"HOSE THREAD ON SPOUT. BODY INLETS 8ndENTERS -AND FOUR ARM H.ANDLES. PROVIDE TRAP. TPV-1 TRAP PRIMER VALVE PRECISION .-MACHINED OF CORROSION 'RESISTANT BRASS, NO SPRINGS PLUMBING DIAPHRAGMS, ADJUSTABLE FOR HIGH OR LOW PRESSURE. PRODUCTS INSTA�L AT LEAST, 120ABOVE DRAIN, PROVIDE TRAP #P-2 .^PRIMER DISTRIBUTION UNITS FOR UP TO 8 FLOOR.DRAINS AS SHOWN ON DRAWINGS. PROVIDE ACCES PANEL. FD -1 PLASTIC SIZE/ 2 of ENPOCO FLOOR DRAIN -W/' -PVC BODY WITH DOU13LE DRAINAGE FLANGE FLOOR DRAIN DWG. -#UFAFD-TPT AND FULL DIAMETER REVERSIBLE MEMBRANE CLAMPING COLLAR, __6SQ ADJUSTABLE 601SQUARE TOP STRAINER ASSEMBLY AND TRAP PRIMER CONNECT,I.ON. PROVIDE P -TRAP. FCO -1 LOOR CLEAN-OUT SI E/ ENPOCO P�VC OR, SS PLASTIC DWV DWQ. #UFACO W/INTERNAL­GAs.lkETED A13S CLEANOUT PLUG &.ADJUSTABLE ASS HOUSING W/$CQRIAED SECURED SATIN NIKALOY TOP. WC.0-1 WALL CLEAN-OUT SQE/ NIBCO -*.PVC APPL ' ICATION5: SCHEDULE 40 PVC DWV, CLEAN-OUT DWG. #4811-14-V TEE WITH RECESSED BRONZE TAPPED PLUG & STAINLESS JOSAM #58890 �!$TEEL WALL ACCESS COVER. HQTES: *,,FIXTURE SHALL.SE INSTALLED IN,ACCORDANCE TO. -ALL LOCAL, STATE AND FEDERAL A9CSSIBILITY REQUIREMENTS FOR INDIVIDUALS WITH PHYSICAL IMPAIRMENTS. 1. ALL PLUMBING FIXTURES -SHALL COMPLY WITH LOCAL, STATE AND.FEDERAL WATER.`.CQNqFRVATION REQUJREM.ENTS. 2. PLUMBING CONTRACTOR SHALL SUBMIT SUBMITTAL-$HEETS FOR ANY PLUMBING rIXTURE-AUERNATES OTHER T I HAN'-THOSE j -TO INSTALLATION. SPECIFIED ABOVE TO OWNER, ARCHITECT AND, HF�ENGINEER OF RECORD FOR APPROVAL PRIOR 'UNLESS NOTED OTHERWISE ALL SANITARY WASTE, SAFETY PAN, AND RELIEF VALVE PIPING SHOWNLIS LOCATED BELOW SLAB OR GRADE. UNLESS NOTED OTHERWISE ALL WATER PIPING SHOWN SHALL BE,LOCATED ABOVE CEILING IN JOIST SPACE. 3* VTR 4" ECO -1 ?" (2 -WAY) 310 300 3 FQ-1 2" I V2 101, 3 FQ-1 !r 3" OL L-AEGEND NG N TES� SYMBO AL-1,�,jp,LUMB I ...... . . . . . . . JOB SPEC -1 F I CAT OL� T ER A.' PLUMBING,QONTRACTOR SHALL 'READ L AND OLO WATER CW) F, A R N, R 115i.L.-, Hot 'WATER W RAWINGSL.FOR DDITIONALINFORMATION. D -ALL,--lORK W IT IPLUMBING,CONTRACTOR sHALL",COOR 8. DINATE �QTHER% RADtS AND LOCAL, AUfH0` TY, HAYING -'JURISDICTION., fT;Qp' -TO:JNSTALLATIONL",�J'�� STE SANITARY.- W'Wk PIPE ROUTIN �SHOWN IS SCHEMATIC AND 'IS, �,J.NTE c AL 0 CONTRACT R, ­SHALL PROYIDE!-'��ffiyLj ADD IT 1. -------------- VENT T, R :JO A -IN'._ I NSTA LATLI 0 PROPEk� PLU M I NO, E F D. VEN jHRU. EQUIRED FOR� N ROUT.! NO. PLUMOIN VTR- ROOF VTR) AND FITtINGS`�k 'A CLEARANCES I E 4 SING P P P ER '8LECTRICA ANELS.� BE ROUTED�.OV .. 01 WCO WALLI.CLEANOUT RAT I OFL�RATED-, FCO, T T FLUSH� FLOOR CLEANOUT D. SL�EVE AND,FIRE S. OP ALL ONS: IF A CEILINGS, IN ACCORDANCE WITH APPLICABLE,�UL STANDARDS 0 T H FD CODES TO mANT'AINRATINGS.'- REFER,T0 T I QNS'AND AR�C FLOOR DRAIN HIJECTURAL, DRAWINGS FOR�RATED WALLS, CEIL.,jNGS-,AND Fl,,OO INFORMAT I ON. IQw T Qr -00 TRAP (PLAN VIEW) PIPING INSTALLED I RL EXTE R� :WALL$,.SRALLL BE PLACO 04", TH E. ALL WATER RIO TH WALL. INSULATI QN'�' $HALL- B P Ad THE INTERIOR SIPE ',OF THE WALL,!` e L ECO . IHEAT TRAP (TYP�') -WH—X r V2 WATER*HEATER AS* SPECIFIED.- SEE ROUTE SAFETY PAN DRAIN V2 SCHEDULE VALVE DRAIN THRU 8 L TERMINATE SAME 6 WAL WATER HEATER RELIEF-� EWQ— I '0000000 ov AS E7,,CRADE WITH 90 V4n TUNED DOWN. ;Y4 ELBOW R FT# L, PWRip"I �dHEDU I24 �V MIN GA. 'GALY. 4, DEEP' SE� �TR IFLORAL H Gl'...D I-AGRAM �O I LET. ROOM PLUMBI G, PLAN- WATER P I P IN TOILET -ROOM. PLU' MRING .PLAN N SCALE: Y47 1 "0;; 'ER''.!' . P IG E T NTS SCALE: V4',ml' On (RETAI� ;P)� -SCALE. OP) I P_: ATE A I 771- 7. I 0 ----.-.-GRILLE AND DIFFUSER SCHEDULE INSULATE PANELS I" THICK .4 MARK MANUFACTURER & MODEL DESCRIPTION .08D -ELECTRICAL MOUNTING COLOR BY MANUFACTURER. MATERIAL REMARKS <3> KRUEGER SERIES 14QQ. LOUVERED FACE SUPPLY REGISTER Y LAY IN WHITE VOLT-/ STEEL 1-7 B METAL AIRE CC5TBC CUBE CORE RETURN GRILLE Y PHASE LAY IN WHITE STEEL 1.3.4,6,7 ROOF, SEE ARCHITECT'$ KRU EGER SERIES EGC-5 EGG CRATE EXHAUST REGISTER Y' GYPSUM WHITE ALUMINUM 1,3,4,6 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS ii DIRECT 11/15 120/1 2. 4–WAY UNLESS NOTED OTHERWISE ON PLAN. 2.6 1-5 – EF2 PENN ZEPHYR . , - V .25 DIRECT �1/10 120/1 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED, 1-5 EF-3 5. HORIZONTAL DIMENSION GIVEN FIRST. 255 .20 DIRECT 1/15 6. SEE ARCHITECTURAL PLANS FOR CEILING TYPES. INLINE 0 N fir– 1 11— 1 1) SCALE: N.T.S. MANUAL VOLUME CONTROL DAMPER WORM GEAR CLAMP SPIN—IN FITTING LOUVER FRAME BIRDSCREEN EXHAUST LOUVERS LOUVER CAULK AIRTIGHT ALL AROUND WALL WALL WALL LOU. SCALE: N. T. S. AIR HANDLING UNIT CONDENSATE DRAIN PAN VENT CLEANOUT WITH SLIP–FIT( NOT SCREW) CAP WITH DRILLED HOLE 2" MIN. PITCH TO OFFSET LINE FRICTION MINIMUM 1/8" PER FOOT CONDENSATE TRAP DETAIL. SCALE: N. To -S. 0 ----.-.-GRILLE AND DIFFUSER SCHEDULE INSULATE PANELS I" THICK .4 MARK MANUFACTURER & MODEL DESCRIPTION .08D -ELECTRICAL MOUNTING COLOR BY MANUFACTURER. MATERIAL REMARKS <3> KRUEGER SERIES 14QQ. LOUVERED FACE SUPPLY REGISTER Y LAY IN WHITE VOLT-/ STEEL 1-7 B METAL AIRE CC5TBC CUBE CORE RETURN GRILLE Y PHASE LAY IN WHITE STEEL 1.3.4,6,7 ROOF, SEE ARCHITECT'$ KRU EGER SERIES EGC-5 EGG CRATE EXHAUST REGISTER Y' GYPSUM WHITE ALUMINUM 1,3,4,6 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS ii DIRECT 11/15 120/1 2. 4–WAY UNLESS NOTED OTHERWISE ON PLAN. 2.6 1-5 – EF2 PENN ZEPHYR . , - 3. MAXIMUM PRESSURE DROP OF .04 IN WC. .25 DIRECT �1/10 120/1 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED, 1-5 EF-3 5. HORIZONTAL DIMENSION GIVEN FIRST. 255 .20 DIRECT 1/15 6. SEE ARCHITECTURAL PLANS FOR CEILING TYPES. INLINE 2.6 1-5 7. ALL DIFFUSERS FOR LAY= -IN CEILINGS SHALL HAVE 24 X 24 FACE PANELS. UNIT -MOUNTED DISCONNECT. N fir– 1 11— 1 1) SCALE: N.T.S. MANUAL VOLUME CONTROL DAMPER WORM GEAR CLAMP SPIN—IN FITTING LOUVER FRAME BIRDSCREEN EXHAUST LOUVERS LOUVER CAULK AIRTIGHT ALL AROUND WALL WALL WALL LOU. SCALE: N. T. S. AIR HANDLING UNIT CONDENSATE DRAIN PAN VENT CLEANOUT WITH SLIP–FIT( NOT SCREW) CAP WITH DRILLED HOLE 2" MIN. PITCH TO OFFSET LINE FRICTION MINIMUM 1/8" PER FOOT CONDENSATE TRAP DETAIL. SCALE: N. To -S. 0 COMPRESSOR SECTION EXHAUST FAN.SCHEDULE INSULATE PANELS I" THICK .4 POLYURETHANE FOAM, I�Y4 lbs. INDOOR FAN "' v MOTOR AND BLOWER -ELECTRICAL BY MANUFACTURER. MARK MANUFACTURER TYPE -& MODEL CFM E.S.P. DRIVE MOUNTING SONES REMARKS H.'P. VOLT-/ OUTDOOR AIR DAMPER 24 DRAIN PIPE ROOF CURB BY UNIT & TRAP. SEE NOTE. PHASE 2 I-po ROOF, SEE ARCHITECT'$ ''A TRANSITION TO SIZE EF -1 p 235 ii DIRECT 11/15 120/1 CEILING 2.6 1-5 – EF2 PENN ZEPHYR . , - 375 .25 DIRECT �1/10 120/1 CEILING 3.8 1-5 EF-3 PENN ZEPHYR Z8,1$ 255 .20 DIRECT 1/15 120/1 INLINE 2.6 1-5 I.PRO'VIPE WITH UNIT -MOUNTED DISCONNECT. 2,pRovibE*WITH UNIT MOUNTED SOLID STATE SPEED CONTROLLER.. 3."60NTROL WITH ROOM LIGHTS. N fir– 1 11— 1 1) SCALE: N.T.S. MANUAL VOLUME CONTROL DAMPER WORM GEAR CLAMP SPIN—IN FITTING LOUVER FRAME BIRDSCREEN EXHAUST LOUVERS LOUVER CAULK AIRTIGHT ALL AROUND WALL WALL WALL LOU. SCALE: N. T. S. AIR HANDLING UNIT CONDENSATE DRAIN PAN VENT CLEANOUT WITH SLIP–FIT( NOT SCREW) CAP WITH DRILLED HOLE 2" MIN. PITCH TO OFFSET LINE FRICTION MINIMUM 1/8" PER FOOT CONDENSATE TRAP DETAIL. SCALE: N. To -S. 0 COMPRESSOR SECTION EXHAUST FAN.SCHEDULE INSULATE PANELS I" THICK POLYURETHANE FOAM, I�Y4 lbs. INDOOR FAN "' v MOTOR AND BLOWER -ELECTRICAL BY MANUFACTURER. MARK MANUFACTURER TYPE -& MODEL CFM E.S.P. DRIVE MOUNTING SONES REMARKS H.'P. VOLT-/ OUTDOOR AIR DAMPER 24 DRAIN PIPE ROOF CURB BY UNIT & TRAP. SEE NOTE. PHASE 2 I-po ROOF, SEE ARCHITECT'$ DRAWINGS, TRANSITION TO SIZE EF -1 PENN ZEPHYR Z81L 235 .20 DIRECT 11/15 120/1 CEILING 2.6 1-5 – EF2 PENN ZEPHYR . , - 375 .25 DIRECT �1/10 120/1 CEILING 3.8 1-5 EF-3 PENN ZEPHYR Z8,1$ 255 .20 DIRECT 1/15 120/1 INLINE 2.6 1-5 I.PRO'VIPE WITH UNIT -MOUNTED DISCONNECT. 2,pRovibE*WITH UNIT MOUNTED SOLID STATE SPEED CONTROLLER.. 3."60NTROL WITH ROOM LIGHTS. 4. PROVIDE WITH BACKDRAFT DAMPER. 5,PROVIDE WITH' FACTORY FABRICATED 1601 HIGH CURB. N fir– 1 11— 1 1) SCALE: N.T.S. MANUAL VOLUME CONTROL DAMPER WORM GEAR CLAMP SPIN—IN FITTING LOUVER FRAME BIRDSCREEN EXHAUST LOUVERS LOUVER CAULK AIRTIGHT ALL AROUND WALL WALL WALL LOU. SCALE: N. T. S. AIR HANDLING UNIT CONDENSATE DRAIN PAN VENT CLEANOUT WITH SLIP–FIT( NOT SCREW) CAP WITH DRILLED HOLE 2" MIN. PITCH TO OFFSET LINE FRICTION MINIMUM 1/8" PER FOOT CONDENSATE TRAP DETAIL. SCALE: N. To -S. 0 COMPRESSOR SECTION INSULATE PANELS I" THICK POLYURETHANE FOAM, I�Y4 lbs. INDOOR FAN "' v MOTOR AND BLOWER DENSITY OR AS RECOMMENDED BY MANUFACTURER. PR PROVIDE I FIRESTAT FOR ALL RTU'S PROVIDE VI D PROVIDE MEANS OF ACCESS IF NOT POWER CONDUIT AND FACTORY FACTORY SUPPLIED WITH RTU. PIPE BOOT. OUTDOOR AIR DAMPER 24 DRAIN PIPE ROOF CURB BY UNIT & TRAP. SEE NOTE. MANUFACTURER 2 I-po ROOF, SEE ARCHITECT'$ DRAWINGS, TRANSITION TO SIZE REQUIRED STRUCTURE 'AS ., IN In IN Im r rj<VT - .. ?A" t t t .. ,: ., :, ,. t PANELBOARD SCHEDULE' 99 B-1 SERVES 100 A NA IN L. 0. SURFACE MOUNTING 22 " 208/120 VOLTS NEMA 1 3 PHASE 4 WIRE, 60 HZ. K A. I: C. MINIMUM INTERRUPTING RATING .: WIRE GND SPACE NO, GND WIRE POLES TRIP AMPS SERVES LIGHTING SERVES TRIP AMPS POLES WIRE GND SPACE NO. GND WIRE POLES TRIP AMPS RECEPTACLES SERVES LIGHTING 20 1 12 12-1 .4 2 12 12 1 20 ,LIGHTING (1) RECEPTACLES LIGHTING 12 12 5 6 3 4 12, 12 1 20 8 RECEPTACLES RTU—B1 70 3 4 8 5 7 6 12 12 1 20 SPACE x_.'LIGHTINO (1) 8 12 12 1 20 175W LIGHTING 9 10 12 12 1 20 MH LIGHTING RECEPTACLES ;, 20 1 12 12 1.1 12 -SPACE 120: 1 13 14 SPACE RECEPTACLES `°: 20 1 12 12 13 14 20 1 96W 16 17 SPACE SPACE -LITHONIA STRIP FLOUR,ESCENT 2 SPACE . 15 16 TO 12' AFF. 12 " LITHONIA 19 20 SPACE SPACE 11 CONNECT TO UNSWITCHED SPACE SPACE 1171 18 12 _ WS 21 22 12. SPACE SPACE. 211 SPACE SPACE 20 19 20 LITHONIA Z,31 24 12 SPACE SPACE SPACE SPACE: EMERGENCY LT 1 21 22 25 26 12 .12 1 SPACE SPACE SPACE SPACE SPACE NOTES: (1) PHOTOCELL CONTROLLED 1 23 25 27 29 24 26 2$ 30 SPACE 271 SPACE SPACE SPACE_ SPACE ` PANELBOARD SCHEDULE"B--2t9 lOO A. MAIN L. O. 208/120 VOLTS SURFACE MOUNTING NEMA 1 3 PHASE 4 WIRE, 60 HZ. _ 22 K A. I. C. MINIMUM INTERRUPTING RATING SERVES TRIP AMPS POLES WIRE GND SPACE NO, GND WIRE POLES TRIP AMPS SERVES LIGHTING 20 1 12 12 1 2 1=K 4 34W .. 2Q RECEPTACLES LIGHTING 20 1, 12 1213 T12 .4 $ •wt S �� 3 .h.4o� 60 -wo RTU -B2 ,LIGHTING (1) 20 1 12 12 5 6 LIGHTING 20 1 12 12 7 8 LIGHTING 20 1 12 11Z 9 10112 1 12 1 20 RECEPTACLES SPACE 12 MIRROR 12-1 ESCO # 11 12 175W 20 LIGHTING DAMP SPACE SPACE DOWNLIGHT 1 MH CR 13<14 LABEL D CAPRI IPLI,7/120-T442 DOWNLIGHT 2 SPACE -SPACE 120: 1 13 14 15 16 DTT 30 WATER HEATER SPACE SPACE SPACE 20 1 96W 16 17 181 E -LITHONIA STRIP FLOUR,ESCENT 2 SPACE . SPACE 120:. TO 12' AFF. 12 " LITHONIA 19 20 - 1 11 CONNECT TO UNSWITCHED SPACE SPACE 20 . 12 _ WS 21 22 12. QMSW3REL EXIT SIGN 211 SPACE SPACE 20 LEG OF LIGHTING CIRCUIT 12- LITHONIA Z,31 24 12 1 CONNECT TO UNSWITCHED SPACE SPACE: EMERGENCY LT 1 - WS 25 26 12 .12 1 25 SPACE SPACE 1 1 112 SPACE 271 281 1 27 SPACE SPACE29 20 200 1,;, 3 3/0 SPACE SPACE 30 3 3/0. ;� 3 29 SPACE NOTES: (1) PHOTOCELL CONTROLLED _ 1 { LIGHTING_: FIXTURE. SCHEDWILE... MARK MFG. & CAT.# DESCRIPTION LAMPS GND MTD VOLTS REMARK$_' N0._ TYPE SERVES LIGHTING 20 1 12 12 A LITHONIA. 2X4 GRID 4 34W CR 120 PROVIDE EMERGENCY BALLAST 20 2GT-44QA TROFFER 123 T12 4 12 AS INDICATED; LITHONIA 1 20 LIGHTING LIGHTING 20- 1 12 PSP500 .5 THOMAS BEAUTY 12 40W 20 LIGHTING MOUNT ABOVE B 1 12 4 12 WS 1 Q 2 -_12 1 SL285 BAR LIGHTING A19 1 12 MIRROR 12-1 ESCO # HID 12 175W 20 LIGHTING DAMP C 82426 -120 -EP. DOWNLIGHT 1 MH CR 1 20 LABEL D CAPRI IPLI,7/120-T442 DOWNLIGHT 2 13W CR 120: 1 13 14 W/CLEAR REFLECTOR 10 DTT 30 WATER HEATER SPACE RECEPTACLES -LIGHTING 20 1 96W 16 SPACE PENDANT MOUNT E -LITHONIA STRIP FLOUR,ESCENT 2 T12 CS 120:. TO 12' AFF. 12 " LITHONIA SELF --POWERED 20 - 1 11 CONNECT TO UNSWITCHED X SPARE 20 . 12 _ WS 12 0 22 12. QMSW3REL EXIT SIGN 211 - SPARE 20 LEG OF LIGHTING CIRCUIT 12- LITHONIA SELF -POWERED 2412. 12 1 CONNECT TO UNSWITCHED XA ELT24C EMERGENCY LT 1 - WS 120 LEG OF LIGHTING -CIRCUIT PANELBOARD SCHEDULE "FS -t' 100 A. MAIN L. 0. 208/120 VOLTS SURFACE MOUNTING NEMA 1 3 PHASE 4 ,WIRE, .60 HZ. 22 K A. I. C. MINIMUM INTERRUPTING RATING SERVES TRIP AMPS POLES WIRE GND SPACE NO. GND WIRE POLES TRIP AMPS SERVES LIGHTING 20 1 12 12 1 2 12 12 1 20 LIGHTING LIGHTING- 20 1 12 123 20 4 12 12 1 20 LIGHTING LIGHTING 20- 1 12 12 .5 6 12 12 1 20 LIGHTING LIGHTING- 20 1 12 121,71 12 8 12 -_12 1 20 LIGHTING LIGHTING 20 1 12 12191 12-1 10 12 12 1 20 LIGHTING LIGHTING 20 1 12 12 11 12 12 12 1 20 LIGHTING SPACE RECEPTACLES LIGHTING e'O 1 13 14 10 10 2 30 WATER HEATER SPACE RECEPTACLES -LIGHTING 20 1 15 16 SPACE 18112. .12 1 17 18 SPARE 20 1 12 " SPACE SPACE 20 12 1 1 191 20 SPARE 20 1 12 _ SPACE SPACE 22 12. .12 1 211 22 SPARE 20 1 12- SPACE • SPACE 2412. 12 1 231 24 LIGHTING 20 1 12 SPACE. SPACE 2.6 12 .12 1 25 261 LIGHTING 1 1 112 SPACE SPACE 1 27 281 .LIGHTING RTU -1 20 200 1,;, 3 3/0 SPACE SPACE 3012 32 3 3/0. ;� 3 29 30 34 3 36 LIGHTING(2) SPACE. NOTES: (1) PHOTOCELL CONTROLLED PANELBOARD SCHEDULE: ' -F S ' 00 A MAIN L.O. 208/120 _ :VOLTS SURFACE MOUNTING 'NEMA 1 3 PHASE -4 WIRE, 60 . HZ. 22 K A, I. Cl. ::MINIMUM INTERRUPTING RATING SERVES T RIP AMPS POLES WIRE GND SPACETRIP NO. GND WIRE POLES TRP I AMPS _ . SERVES PANEL FS --1 60 3 6 _, 8 1 2 _. 12 12 1 20_ RECEPTACLES 3 4 12 12 . 1: 20 1 RECEPTACLES 5 8 1.2 ' 12 1 20 RECEPTACLES LIGHTING 2.0 1 12 12 7 . $.1-2...12 1 20 RECEPTACLES LIGHTING 20 1 12 12 .,9 102 -12 1 20 RECEPTACLES LIGHTING 20 1 12-1 •1,2 11 12 12 12 1 -20 RECEPTACLES t,�IGHTING 20: 1 12. 12 13 141121 12 1 20 RECEPTACLES LIGHTING e'O 1 12 ` 12 15 16 12` 12 1 2O RECEPTACLES -LIGHTING 20 1 12 12'17 18112. .12 1 20 RECEPTACLES SPARE 20 1 12 " 12191 20 12 1 12 1 20 RECEPTACLES SPARE 20 1 12 _ 12 21 22 12. .12 1 20 RECEPTACLES SPARE 20 1 12- 12 23 2412. 12 1 20 RECEPTACLES LIGHTING 20 1 12 12.25 2.6 12 .12 1 20 RECEPTACLES LIGHTING 20 1 112 12 27124121'12 1 20 RECEPTACLES .LIGHTING RTU -1 20 200 1,;, 3 3/0 3 29 Fl 33 3012 32 3 3/0. ;� 3 , 200,,j—"RTU-2 RECEPTACLES : 34 3 36 LIGHTING(2) 20 1 12 1237 38410 v.a 8 y 3 1 45 RTUA SPACE 39 40" SPACE 41 42 NUTES:(1)PROVIDE SWITCH DUTY BREAKER5,FOR ALL LIGHTING CIRCUITS. (2) PHOTOCELL CONTROLLED 3 Qty Mog