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Home My WebLink About4167 Orlando Dr 01-766, 01-1250 New construction Aristocrat VW.Ow4b� /{/G7 L7Rcn.udo PA 1� 49 ---------- R { t 0 SEC TION I SJ'TEY DA TA ZONING GC-2 & SR-lA PARCEL ID# 14-20-30-300-0230-0000 FLOOD ZONE MAXIMUM BUILDING HEIGHT 3 5' PROPOSED BUILDING AREA 19,156 SE TOTAL BUILDING AREA 19,156 SF F.A.R. 0,07 TOTAL SITE AREA 271,494 SF (6.23 A.C,±) EXISTING IMPERVIOUS AREA 100,615 SF- (2.31 A.G.±) PROPOSED IMPERVIOUS AREA 101,989 SF (2.34 A.C.±) EXISTING PERVIOUS AREA 170,704 SF (3.92 A.C.±) PROPOSED PERVIOUS AREA 166,287 SF (3.82 A.C.t) PROPOSE TURF BLOCK AREA 3218SF C0.07 A C. 0 PARKING REQUIRED, 1.5 PER EMPLOYEE 40 EMPLOYEES TOTAL SPACES REQUIRED 60 SPACES PARKING PROVIDED 63 + 3HC S UR VE YO R: ROBERTS . I I Efta, IA I SURVEYING &nMAPPING, INC. ri i in r�nnn VICII\TI T Y MA P 0 WIVERIDEGE'LOPE'R: ARISTOCRAT VOLKSWAGEN 4167 SOUTH ORLANDO DRIVE SANFORD, FLORIDA NO, REVISION DATE A PER CITY OF SANFORD COMMENTS 08--28-00 City GC °Ad 1,fSYti09iSR(rt iCt"o�11111ti Q1tS i 1l� .....'`,`sly : i': y. Z. •:'?' .« t(t t' tail: all ['0'_if.Yiu r!g i i �l`tC :9 0'i )i,)'',/'i 3. a ^._. '::;:;•y� em. city ui' £iil;ifo,d Full- ic3 1;ap�rirrten. (33G-=GSG} for 1ir:ni irLsE.tcii 4,i.' ;;; lr t0; :;:� fY: it p7`:•>s;�y, 4. C' :';. ;aslL rr l- v)432-r 770 for c Ei;ity loe;xtr� prior to (s.y cur: ;-4Cior. $. ii.'.iLi, Y t: L,fis %; t 'Z S :l lLsi ny l7 i'i! �'ECL'iLC! 26'it u"": ;i rriikh'hall ilL,-.1de atl} CieYelC�fi 19 S'3va'ntCr'l' b, plait az ecr lal Shull U-worve ;nvalki Ui JA!ss a brlilding Ferryt is o'vtaine J wi 7. C:.,.r;r: i:: *:t. it r, nl be kept at -,I mim_r' u:t and itl acccr&n_t u'i+h the MANUAL ON tJ -vf L Etz (t r%) t i rv>r +q` 1 r l v�C l' kv .l SVay RY:(l Ti:iliiC L)� gtl iQ day, Or luut '•Qlogrr fJ, Cvs, cic,: s r%J` ix: t ar ttsi% z for et I i;":J: A :(xlairerr, n:s ar.J rc i"sorid3 "franc}; a2fery A!L JIVDI_�A 1 COVER SHEET 2 DEMOLITION PLAN 3 SITE 8c EOM ETR Y PLAN 4 GRADINC2, DRAINAGE & UTILITY PLAN 5 LAN D SCAP E P L_AN 6 LIFT STATION 7 IRRIGATIDN PLAN 8 LIGHTING PLAN 9 SANFORD DETAILS 10 SANFORD DETAILS t 11 SANFORD DETAILS D T—' � �r-' y M TO ]V CH If-Lp I I THE SOUTH ?50 FEET OF THE NORTH 484 FEET OF THE NORTHEAST 1 /4 OF THE SOUTH\N=ST 1/4 0F SECTION 14, 2(� SOUTH)RANGE 30 EAST;TOWNSHIP LYING EAST DF STATE ROAD 15 8c 600 (U.S. 17 & c-2). 48 HOURS BEFORE YOU DIG o CALL SUNSHINE 1 800.432 �477 _ .._. .. inRIOA I8 ) N., CCIUNTRY CLUB ROAD ir�srHE�aw AVF MAQY P-1 npTTlA iD Qn iF-rT NIn nnnl 77�- _ II`IN1P_ ?nnn I® o E a. z o o j � U_ Q) 0 4- � U U c c � -o 2 � C o C L O t6 U U cn -0 ®, c3 v 1O E LL Q i 40 41 �Eo .Q)2�o.c U Q�Y cz U a� 03 a) E on�L� L U .o Q c7* � fl . Q E v -0 CO -co: a -0 E _o �✓ 2oc0- -YOo ° o C) C 'C3 LL C � U , <cl' �UZC!) yl, `s 4. . I . IId /'11 NOTE 2 `�� " I, c,® ' TRAFFIC ARROWS AREA C� i _ `Q� C, *' TO BE LEAD FREE, QQ�')� QP NON SOLVENT BASED P �� c� THERMOPLASTICS. h �' � Q �� 4/ i �a�� Ln _. !.-_-...I 40IQ0 �1sl`' I o° Qo �� p G= O 1 SPACES p 10' A 4, r- , .,. I ..,-:�.�,oI1.z.!f.. .�:"� .:: .. �. �:� .-..I: , I �" °o `� o CpEp. 1 Q , �. - --� 12' DRIVE AISLE �, !1 ,' j � . I . 1 / ;� 1 .----... -- . .N Q�, 3 222.93 �� 1= ,� Qo . 0 , �� .+ ) . ' ` pE`d �� APRON C ._��III;1.::�.,.1"�I.:�I1�.I.- 1_ '�.,�- 1.`I 1.I. I . : I. �l- 1- 1II I I ,.l.;1��!V �I..'� .--:. . . �. .. ., I. . II� I �... .I ,:,. 4,.... I . � .q �.�.1. ;Ii I� .. . I .� 1. .�, � � . II . � . �' °N�L�wa .11 I "... .Q J11. � PROPOSED AUTOMOBILE DEALERSHIP ,.I �I. . -_ _,.I."" � ;��1.,-�I;:f.!. .I � � - I. - I I 1 ,11I , 1� -.) I I<I .� I . I 1,. .0 I "N_7,�I)�I�V .,�. I, ,I:. .. .- .-.1::::::::::�� :.*,. 1II ., 7��.. . t // . \_� .... . . ., . .I . oI�P. .. ... �. I , II" . �' I, �, . r� . \ . {� 10" ��/ .I7 p\GP��, �' CURB _.. -. ;.. --i.-., - r .� . �. ,- ° - AND SERVICE GARAGE ;X �-- III\i(- :�`1_ ;, It ...��' . i.I . t1 a / CCpp CC 3p Cp / �� C`' `J ^O ". APRON APRONC PO 1- rr',' `. REFER TO ARCHITECTURAL 13o.a3' N A o `'� I <� I R2 : C- �h - ®q o.00 DETAIL'bN �Q PLANS FOR DIMENSIONS - :, o�' 6 P �, i ; S � a . ..---.. - , _. -PLANTERS )I r - 12' D R t E. p - - ., ; ;: el R �� o PLAN TER- Q SECURITY FENQF- ,� to o '.%`�`�� q 1z.00 20.00 ° `�� SPACES C� 10' -, 100' r ® -,'t r-i 40 00 12' 12' - 1ri ' _ SP CES tQ' a 60'r �`� `z 1 13 3 'i / 0 r / `, 1 I �� ,` ,- . -, %ram T1 , I � I .1 4 {. \.�' TYPE"D" CURB MODIFIED TYPED CURB . :<�:.>'11 • 1. PFa .:5 -,� �" t .. ._ ' : . .,,vo-55��i ® / I 11 :,;;r:`. � GENERAL, NOTES: 1. PR ECT SITE LIES IN FLOOD ZONE 'X" 'AE' AS PER SEMINOLE 9. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE VARIOUS COUNTY F.I,R.M. PANEL NO..12117CO135 E, DATED APRIL 17, 1995 UTILITY COMPANIES WITH AT LEAST 48 HOURS ADVANCE NOTICE FOR F I,R.M. PANEL NO.- 12117CO045 E, DATED 'APRIL 17, 1995. UTILITY VERIFICATION. 2'wORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF 10. UNLESS OTHERWISE RECOMMENDED BY 'THE SOILS ENGINEER, EXCAVATIONS ORO AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND AND EMBANKMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE S IFICATIONS. PROVISIONS OF FOOT SECTION 120, TO ACHIEVE THE PLAN ELEVATIONS. APPROXIMATE 3. L TIONS OF EXISTING UTILITIES AND FACILITIES SHOWN ARE11, n CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS 11 I AN ARE BASED ON TOPO DATA AND RECORD INFORMATION. ENGINEER AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. .` AS .ME$ NO RESPONSIBILITY FOR T1iEIR ACCURACY, I T T-.638-4 7 FOR LOCATIONS C TACT SUNSHINE SATE ON L A I 0 09 O L 0 E GAL $0 E 1 2 CONTRACTOR SHALL STARTING CONSTRUCTION THE GENERAL CO RAC OR BE RI TO TAR NG ONS UC ON PRIOR S C OF y,. L UTILITIES, CONTRACT R ,SHALT, FIELD VERIFY EXACT LOCATIONS AND Q RESPONSIBLE TO VERIFY THAT. ALL REQUIRED PERMITS AND APPROVALS I N N T I R T TRU n D I OF UTILITIES FACILITIES S R C S C N E A IONS L D AC U E 0 0 0 O A O AL U �1 ES AN P FABRICATION F ITEM T CONSTRUCTION R FAB CA 0 0 ANY E HAVE BEEN OBTAINED, NO CONS RUC 0 0 { , NO ENGINEER OF Y Ol CREPANCIES, AN S SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY : _ ., OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER 4. IT I T TREGULATORY ALL 8E THE CONTRACTOc� 8 RESPONSIBILITY 0 CONSUL WITH THE T FOLLOW THIS TH IT F THE CONTRACTOR OLLO S AU OR TES FA! URE 00 L EN EER BEFORE MAKING ANY AND 'ALL INTERPRETATIONS OF THE PLANS. PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL •, •' .: i III TH NO WAY R S THE NT TOR F HIS RESPONSIBILITY B L TY FOR N EUEVE E CO RAC 0 ES F THE K F T MODIFICATION O E WOR N RESPONSIBILITY TY OR ANY SUBSEQUENT UEN RESPO S B U S Q F T TRUCTING THE. PROJECT TO ACCOMPLISH THE INTENT 0 HE PLANS. T REGULATORY AUTHORITY. "DATED BY ANY REGULA OR .:: I C CTOR H C PAVING, TH DR AYS 5. O 0 SHALL REPLACE ALL N, EAR VEW 1 :.' 3 T I E WITH SEED AN MULCH DISTURBED AR HALL BE 5 AB UZ D E D AL L DIS URB AREAS S f .. SI ALKS, EiC, WITH THE SAME TYPE OF MATERIAL REMOVED DURING OR;AS NOTED ON THE LANDSCAPE PLAN COTiO • F Y IMPROVEMENTSH W N TH P S, TRU N O SHOWN N O ESE LAN 0. AN r R RAND REPIACGMENT OF ALL PitIVATE ANO PUBLIC PROPERTY 14. I � WATER AND SEWER SERVICE TO BE PROVIDED BY CITY OF r r I r W WORK SHALL RESTORED A CONDITION TION EQUAL O CTED iN 4 LL E S ED 0 C N f B Q T P F R DEVELOPERS EXPENSE, SAN ODA LO E S '+ ! G in i r CONSTRUCTION . 0 RORIGINALNO QNS PR OR 0 CONS C UN R ,.r.,{}n THAN CO TRU LESS 11.�TT� . /= Fl T SURVEY CONTROLS S LY EXEMPTED THE PLANS. A ' SUR CCN LS 1 CAL EX BY ALL 1 5, T F N GRADING T UTILITY H 5 OR PAVING RAD C do E SITE U L TY NOTES SHEET SEE Edo OTE S - D IN CONSTRUCTION R AND/OR REMOVE DURING CON RUC ON WILL BE REPLACE BED D D R S LL D / VnUTY NOTES. #' t I T T T T BY REG STERED aURVEYOR; COS TO BE INCIDENTAL 0 OTHER t_ f T R n N P N IS ALLOWED. T U 0 AND 0 EXTRA COM nON 0 BE AL C G N ESA E 1 6. NOTES �N T FOR NATURAL RESOURCE AND APE O E 0 SHEET 0 TU E SEE LANDSCAPE S 6 Q. ; ERMN CONTROL MEASURES MU6T BE COMPLETE BEFORE E 051 0 E CQ LANDSCAPE NOTES, . CTION ACTIVITIES CAN GIN. STRV BE 17. T RVI I AP ISLAND SHALL BE SE N LANDSCAPE HAL METERED. L WATER SERVICES C E ,':' 7, E I SE I NTATI N T THE CONTRACTOR I TO PROVIDE ON D ME 0 N OLS E R GO R 1 6 THE IT I T DESIGNATED F REMOVAL FROM E S D S ANY TREE N DE NA ED OR RE AL R f AN Rti O S G '•;REMOVED I SILTATION ION CONTROL/SEDIMENTATION BARRIERS S H BALES ERR AY OR (Y B THE CONTRACTOR will RESULT IN THE CONTRACTOR ;; . c T T F T F E T N I N THE. ADJACENT N REQUIRED, D `YE SIT 0 0 E. E CU AI s I EQU 0 PRE A '. 1 W F SIMILAR REPLACEMENT HAVING TO EITHER COMPENSATE THE OWNER OR LAR EPLAC NG CO ENSA E R r n STREET, rl WA ER R STORM M AN WATERWAYS. IN ADDITION, TH E R SE' ERS O W TE N E P TY ET A O f 1 T IDENTICAL I REST REPLACEMENT OF N L SIZE AND DESTROYED, R R DE E 0 f E OF TREES 0 D LAC O „r. , i R UCH R LE MATERIAL 0 L C S MULCH THE SUITABLE MA ON C P E R A AB R AL T LA TTZgN 0 E C SHAL 1 , F ANY NAREQUIREMENTS 1 U TH R In0 L C F TREE REMOLD R E AO SPECIES 0 O T I w I H GR ND U IN AREAS E CONSTRUCTION RELATED O AS REQUIRED, AR WHERE CO UC TED U E IDI S M TTR TORY AG N I S HAVING R S CTION OVER UC MA E S BY RECULA E C E JURISDICTION 1 ., , T I T T F I N .FIGS O NT AND EXIT THE SI E I THE OPINION OF TH E ER E E N O N E i COMPENSATORY . CONTRACTOR, C P A DAMAGE WILL B INCURRED THE CO RAC M E RY S Y{ L E C BY 0 0 NE AND/OR C A T IV n OF T 1 AN 0 LOCAL U H RITi S EXCESS QUANTITIES EARTH '•` EN ER O E , E Q E AGAINST THE CONTRACTOR ARE NOT LIMITED IN THi$ SITUATION, :. T T OFF T AR : RANSPQR EO 0 SITE, EITHER BY NATURAL DRAINAGE OR VEHICLE . r`OP : , „ TH TH NT T I R 110 AN LEANSAID. ni T THE IC O RAC OR S T E D C EAR 0 THE'CONTRACTOR 0 VE f 19, 7EXISTING ' VE LIGHTING, N ER TO MATCH APPRO D C TS 0 PROPERTY N F THE ENGINEER AUTHORITIES. FACTION 0 E E NE LOCAL AU OR SA AC ER !A 20 I F CITY FO D. 1 T .SERVICE PROVIDED BY 0 SAN R ' SOL E S A WASTE .' 1:;' `z .- S1�AL 0 AC A E S O TRACTOR G $,' C TOR L NT T 'ALL OWNERS OF EASEMENTS it 21 N F HI WITHIN 15 OF THE PARKING 9 DISPLAY VEHICLES I r.• , I T i AN R HTS -w YS I OR PRIVATE,PR R Y K NOR IG OF PU L C0 0 AN WORK 4R A B , I � - I HT F tY Y l PROHIBITED. TE . R A S R B D 11 r' • p I SE THE AREAS, . . `,11-1 =1. S Yf 3 t 111.1 S` . iL ry 1 r r , .. , .. .. .• pp , .', ;.>- s :,, , - . 11I A. . '.f ) ':i I j ., 5:: i ,., "�2. F t t r j ... ., f, y , , b a'•J - . , , , " ... . pr LPL"C'I 47 3.7 8 N 89°45'40" W ,1195.21' �qP z & � " Q� - ' � I . - . . X;', 1, WEST WEST I cTi BOUND BOUND 1n ..S EXISTING I I 4�' URFIq� DRNE-WAY c�_ t� ,'p ,1 A,� LaW14.55 NEDSAN � hw� 1 `-•EXISTING GRADE �1 gOPOSED A' P EXWINO PAVEMENT I 9 SIDEWALK , 6' FM•' O( ECISTING 12' AC 2' ',HATER MNN Lj5TING 24* RCP - _ TYPICAL HANDICAP RAMP SECTION_ A -A SCALE: 1 "- SO' F,ORIZ. I 5' VERT, ' I __ Ftd 1111 11 11 ter- t ' t It XBW � AA PAWING SP= STAItU= I LF W b 1 ' I' tr 1' ,,.. 1. tr• � v , , . d : ^, t It 11. Ia �. >i r !n }. . r i' } 11. Ii , ', .,, v. I . . [ . ` ".., R R� .. j ro Ycfe Sor+l W e ws.k ;, . . t; , , r. T? r , CAMatl,a f f' a 5 ',', i:1 J 1 .�V q. �c T w' c '" { y6. r: 1 E i 1 t.�� l i 1 _ >1 at t n. v , _ h ,t" :9 F A S 1 t. J ,.v i;, J , , ,:f t S t r' 3 }* - 3 WW �. F.o - '.'l a ,F...). b' r t , i� F' �. t! A , a, t .,+ I . * Y,- ' urrX: +t M � M - 6 $- `r ;��nn1ry/ f. , i r. 1 0 t ,; .5" !: h I �`r. 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': ',, - r' .. , �. ,LEGEND: (AS APPLICABLE) ,;) EXISTING GRADE EXISTING FEATURE --'----- -- PROPOSED FEATURE PROPOSED PARKING SPACE COUNT C� `-\, w PROPOSED SHRUB ( S PROPOSED TREE 1.' • , EXISTING TREE . PROPOSED TREE PROTECTION BARRICADE FOR EXISTING TREES (TO REMAIN IN PLACE UNTIL CONST, ACTIVITIES ARE COMPLETED) '. ) EP NET ND CO V TI I G LA N ERA 0 R L 1. S 11 N PROPOSED GRADE PROPOSED SURFACE RO SED SU C£ . D NAEFR RA! G FLOW ARROW PROPOSED HIGH POINT IN PAVEMENT 511LT SCREENING (EROSION CONTROL) , } T ASPHALT0 BE REMOVED TURF B CK LO ISLAND TO BE REMOVED I ENGINEERING PLAN w o 0 ,o 0 0 rn 0 . �2 �Q 11 w w . :2 :2 O v U to a O O a Q t) N . L,_ 0 L1 O V) o � >- P- 0 U 0 5 CYO x 0- w o z e . qy �I DO t'v Q � ' n N :.. . . i • It ,�., d " V)Z ®- ui 11 ,.. tN w Z Q �3 w ,: O Q uj .0 .�) o V) c0 Lo a Lo . � a_ rn O ' �Ii co ') ? 7 _(:� � _u •rj p �1 3 0 O tz I^-i L4_� c 0 c 0 m t 4 0 yy -i }.-a W ow q r_ Q `rC aa 44 w O ^1-4 a' �O Q co V �4 y ti Q(�4 �CS M 1. rr��'i �I 1 C:) Ez t W . DATE: 06/15/00 DESIGNED BY: CAS .. DRAWY: N s c M L ` CHECKED BY:CAS � CAD NAME: ME 0 7 01 7E R F: x , 11 P' PC . JOB N0. 000 1 77E, DI S K NO. L. T : as-2a-oo P OTDA E SHEET 0 1 1 z . F . 1.IL ,.. - '. :. A:.I.o.(.f1 Y f - .� _ 7 ..-zI.� 1.7 I1 . ,� ...t1� . :��r�II. : . , I ,II. :.1�-.1�T��/I,��...�,,:1t.: �:. r I�.1I� .Y_��1r� .. . � ,.1 - II ��..� " I4j;,�-�;,-�-. -...-- . -.,..I,,,:`6. ,1 II _ .. , e ,. - .i.�, �-,1.� ,�!t��,-�.'i.� I _'- "�,,. ., , �. : ..I ,'-..,.-�,I".,,,....I. , Q,,,,, ,,.1. I� .z �'1.,':I"f.... I.:"�. 51!-. . ,,.- �� I . :I ,`,:.:,I �1. Ii.''I .;,,I -I.,,,,-- - . _�� I : - I,, �..��! '. , :, .-11�1., ,�, . 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"I.. .. �._.� . I'. ..� I, _�... I I.1 ., I I � 1 .-I.I 1:.. . I1I 1.1,"- I111�.� .II 1Il11� ?1. II- _ -I. %- �. - ,.. - - 1 :.' t. - L . :) i,. y . �. � L..-j v L v K' r< „ J > , lc, { t :• r. y A: . r ,; . ... . .J _ ., , .. - - ON TRACTO T CU i �) E . . . .. �l t' VICE . } it r �( EXISTING WATER SER ,. '1� r , , I v t' " 4.1 c f, / T 1]1i.�]_. . ;•. t EXISTING WELL 0 ,, i FROM "O' 5 L i l L. 1, cr. - � a j I�Ic' N 1. 5 IC A I �' X ,� LD <; v S U 1 l� ;r �.. I` �1 1' v r� 1- , y E L, J. J r - F � FEN„ a (` { N - C',r1 -- L rll Jj 1'' .l 1 > 1 T, '\ ,, ,:� r;.' i - �, r �FJ1FeTl� OF:I.-1f�1� nr .,_ s', �t �- .� ., I f ,' f_ t t i r A' J• _ k. r.,. r.. _ . ( �f 1 ` (• - - . , 1 I + I Rf � i . �,.•. : _ 1 , /. .. , 2 . N . . Y: H r r'. TO 4�.,- PROP SED 12 x6 AP _-_- _- T TAP U ING A-'L7,�. ^�}0... , AS A WE a..L ., BE DS �_ I T I v' _. T w H $A D �b 0 E 'c PDX C 5 Y - ) ,. 0 N AI 6 2 E � MITH $� R 2 � £� Y O 7 j L 0 TS. THE TA 5 ' S .. r 1 E E L -� STA NL 5 �. '.: D N BY A LICENSED UNDERGROUND r �- F Xl,1II1C MUST B 0 E - - ,, Y '.r..: .. r. iT SUPERVISION 1 . ; . ,' " r.,..,/ .. �t I I r, - .CONTRACTOR UNDER C Y RDS. c' - 1 ne? 4 37 Thr.A Cr_ .. l lvl�f ' IN CCORDANCE V11TH THE CITY STANDA v -- �, , AND A +ri ,I_� . �- a ., I ISTIfJt ....�' - nr" °i.' .Fii� i .NJA,I- , j �`� AW CUT r J l_ _I I .., �} 1_ NOTE 1: i ., lc a 1 C'i�l �: Arf ,. , { TY OF SANFORD I �� T P R Cl 2- r I �� - z- c, . DOCVA 0 BE E tl i! , : ;, 4 !\L.. l t` UTILITIES STANDARDS AND SPECIFICATIONS .. ` ` - - r „ • T s 1. 1- � ., A Rr D �� - NO -1 F\ > -, ;r �v 71 I SECURITY ,BEN ,E 7 4;, ., -, �' MANUAL, (SECOND EDITION) FIG, 50Q8 / ,�4r. ' _, ti t g \ T - : 1 - .. I , / E , . c D _.. ¢ \ ;;•` 6"x6 x1 1 ., t ��1 -r� i r . ( NOTE 2: 1 1/ F2-�-��-- �F r - - 4 ;!. ' . I.f I.. / '_•,2 !.-� - I 4 � \ �> TRAFFIC ARROWS AREA Q� T.I" {'.., �, ', _ TO BE LEAD FREE, , r Q O� r�' ice' � �, i t - . i i �� , r r l _ ''.t oz ): . � j t THN OLVENT BASED / '... ,i. 38.85 i' F`, ; .2: ;7. 1 z -">�_ ERMOPLASTICS. 6xl PVCGIF . OFh 90' f 38.85 ww // EXISTING CITY OF SANFOR 4 ' , . I 12" AC WATERMAIN <- , `Q IYK _ `` r7.. .. ..... . a RP Z, ��F 1 39.50 I . Jl . - -- - ---- .....-:." .. R E L E `�°'�� ' '��,y CaVEREp � � `' � .� DG IN I Z'. . T . o, _} 1' I i' RELOCATED FH - 1 . '` t �. ` ' 39� ' ti 1. 7 ? �e1.6` - Ta'"> 1 / r;; 5`•, ` ' . • &VALVE - . - G. ._ 'r 0 ", -. • .1 -' �J 7 ( 39.20 .7 : :I RCP .' : ? I.. .IJ'.7 .;, .:-f,' -r; }_ Q, i, i_ .., ..{..... 1� „ J , - t .� , . RO i P . F.. f `E + Ir' t.. ._' P N z _.._._ ..._. .. . .. _ I ' J` ,r I1 - PROPOSE AUTOMOBILE DEALERHIP _fCUR-�,I/r% fv7. -_1 ',� R 1, ..�,I;- Y' mil- :..I ,'-,&,' -11 /, :J -t. I /. I `\1 , r.' Y�, RVIC GARAGE . _�.1 , t r11. _I.r 1.._ _+_ jY.:Iz,r ,�� AI YD SE E.. F. ELEV� 40.00 �._ I ' , �. CCqq F F ELE 40 00 _ J RQN Cp G 1 . _ - �` APRON G S�P� t J Va c �" i S T l N P ' I :) :'a .,_I ' ' `�� ±z �. 6 7 -. CLEANOU T Y.. � , h ' I DOA r. I ) I ! t :: _ N tL �O \ l i r `:e; 1, ( . •i.l; 1 i . i- / NTER J `, • .I-. �• ,= F , <, I , _ Cl, I �-- 9.90 < : r, � , n c' \\ PLAN TE \,, , 6,_, ` 4I,t ..i- , "+ c• ..(I 7,,;D. -- . - 7,q \'I', II ' - . .�j'::. / a� r �G �s :( IN ,t VD7 ;u•1 (P n R. .B.P -�^� _ >(� - T .1 ♦ h • - , g -ER PAD 4 r K E ,-, . .I. - ,-. _ �•.t.'1r.fr1 IL S 5) I •� ,;.,. . _- I-; ;l) - - .. r r N _. / ;y Jr - , + I ' 4 u t. I t 1 f - -_ I. �� r t ... . -, ( , I , 4AIFIEO TYPE 94 {P. ,, --. .. � MODIFIED _ TYPE"D' CURB ""*- TYPE"D" CURB 1-.j-, L-I 7-.-/ --.-n� - I I .. ,0-1- . I�_4�, _"1_;.I -�. 1:1.. . , .1.-.0 ,_1,,.I . )., I . jI. I4..-<. . ;I-�`�, -- . -,-.I : I_ -.1 3. _r8.� ! ...--I-�;�. - 4 -,--..�-.'---f- �, ;I'I I:I,1.0:. .. ;'� L,<:f PUMP STATION PRESSURE SWITCH ASSEMBLY INSTALLED _-.. -'II-.-I-'I_I i1tI-1_ -1-.. - ,PROPOSED s" PVC DR 18 .` �.r`: PER CITY OF SANFORD UTILITIES uFTSTArIoN :1. .'�,.�/ . ."_I/,. _I ,�.I 1.., ..I Lc / � ..,I�',..I' .... 'F�.,,.:: 1I.�"'.. I.II -�1. -, .-,.\.`-. ,1.-4J.. I 1I*. .1"- ,.:.�, ,-:. .. ,,I . ... 1 ; �" .I.I: - STANDARDS i SEE FIGURE 305 DETAIL SHT 2 � RAISE TO ELEV = 36.75 . . i:, . 6"x2" TAPPING SADDLE AND SLEEVE ,` .rAi4tYxorVWJ"77 akickcakisdor�,s"imgaricrasrstcm d INSTALLED PER CITY OF SANFORD :;;' �.,,w-•' ,:"' I �.-^. 4 "O';"w,., . UTILITIES S T A N D A R D S I Mr w" le►rum ,- ue �> ones acrmobn� ro rbc p rwv ,nr�r v «'' i''w,,. •"" ""`•• ,. zMetc+rt ► en.?Qm! ga,xx, tact',w & le f zo". Each sans his A shi hlry ""^, I "�+ a 44 $0J1 t .N. 1i •, !T. 4i11arent derrrsssd +nQ the alprar rtnd razor rtm �r riilicreru ttwer . 11 { i i t 4 s. ,w A L C U L A T I 0 N S :t of the prrcwrttaa, rdrea a, a TAKBACK C - "1, ,.. .. .,r�,.. .: ,. 4 A ,� - xanc• 1 yrt++r wrtr Z1184KP � . J, J,Z7,plA is p r w,01m. qq � i ' yam• ' - a TO ACREAGE 6.23 A.C.t sna 1 sp wy zone 21,6epm1 .1.5mia. J24dall*W. per w,U04 AL&, Aro I 1 IRRIGATION ACREAGE = 0.47 A C. - sac J •spnl',Pe I,x f �m :13 rttta Arab Ralksaor per wlrterdgf �' 1 ;, pS � i Q 22.d (�r11 ' ., jJ t1t , PW mw w r.N a �,e ury i« wor w !ie.o rrJ /K. tK War sr» ►Mq +N , POT*L,£ WATER USAGE z 800 GPO ss,aaSlsator 274 17Pf SJ. t FENCE ' RECriMEO WATER USEACE = D QFD ne 6 N? �PnrrliA. 1L4�d w+terir� '"- .� .r^ fow 27 10#$ pjtm per WU0iW ' -»:.,- ;\1:, , W-' WAS EATER GENERATION = 800 GPO z gorse 1 spn�y soae tS ? Grp.:: -45 n - 'W Pw watmfitd •+ ; , r �, i % d ivolr 2S.;�m ,11 atus. J4flµ11vrst per w * ~ Don a 9tpenr Z9.DBpm f3 a1tn. J60 tar per warcru>/ *�� .. N i, , �� t y . X400 . »a sur to r +e ,?1,o , , ;1.fasia, Iria perw,nri[{{ <. .T''` .`.',-, ,. w�•,' ,® �+a„'i,M.,+,► ' t - • cwt4J1 bu6bler>f 1aQq� 1 11Jmn1 M pr)" or$ low ' "sA; w herd it+ ✓'.w ,. I, , r tF: $'!1.. � 1 k,W*I I � � . 1, , 1�. 1. !1*t�,..q..- I-� II! �.t. IwI '.. J., _I' '. .., .,. ./. , . ,..�11!.�:0I ,-.,, ,-_, :- ��. "I�, _r-�I;,.,,.I .1�.I '. I,1-,,�. 1 f 2 110Vhbhr .,*tT war orrtlnG?rl oq pxe plagr b! rt+iruMts - " TJ Moat ryatcrar ur srt Jbr cvc;7 os r �!r & Itonrrw;casaRal' - 4 i W WOW i 1 494W Nq ve to"" +W aM * v .. }rw rw+�s+ Ue•,q a f 1 ;, Cirarl«tJ epaj be RMtb, 1L: S1xm� C1i7y.Q111SJ'G�I'i� CKr'%r �Yx! .a1t so. ,tN4M r r .w K Lew 1W"�+M rq Nr�tAI!t Al,++6t ? a „ {�►ary {ltr £iit,Y, M4 ii/itlt!ertW1�19 lILY ar tr.w�•rw' w« +va.' n< ` " ` P .VL r F�NCF APPUGATIQNS ,' Ia:: , I ? d! 71* 00F,u�ll+t�b.0 spr�r s♦+�t /f rl yam' per t�±f,+�j�;,,+rm�ye 4#10 "Par +vatrrit� . 5 ��i Fti> Wl..�+ MF:bi/+� fH!�+Bt M wsrs•.w�fY '6+ x __ NNt fF tIN 1f,f/UIOM N /1�A4�} ... •M tl7NN v : .. C +1 �4FX v • Ar0d As l•,1d, XWmlauR per"d xtsxal s : Ar � �w WATER TAPPING DETAIL ..-.- aopAet, �t 9 T.,; A 7 F0rr Per f ,a 4144 «, a ..1:...., , t 4)Wsogasmyc tculAdvrurreuuin�ar�a7'alterd+rr,dW7,Wr»vs,tA TAPPING SLEEVE ( ' y �l - di' w « F 4 . ,,T14t pgoos pet wateriv. / t#tak"is a Avus*..Aunlw . • r . . :> SITE & 'U TI LI TY NOTES . 1': SANITARY FRS; FORCE MAINS, AND STORM SEWERS SHOULD AL',VAYS 3. ALL DIP SHALL BE CLASS 51 OR HIGHER AND HAVE A MINIMUM CROSS ER 1VATER:. MA1Nsa. SANITARY SEWERS, FORCE MAINS AND PRESSURE RATING OF 350 PSI, ADEQUATE PROTECTIVE MEASURES 8" 8" STORM RS CRQ$$1NO WAT> R MAINS SNAIL BE LAID TO PROVIDE A AGAINST CORROSION SHALL BE USED. INVERT OF - 6" JOINT SEAL 6" JOINT SEAL z MINIMUM " RnCAL r t1JMC� OF 18 INGHFS BETWEEN THE I f EXISTING MAIN THE UPP PIKE AND T E_CROWN OF THE .LOWER. PIPE WHENEVER 4. WATER MAIN SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ArNNA - o Q POSSI8 ? t'.. C-900. . RETAINER GLANDS t a : WHERE ITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS &5. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ___-_-� E6AA IRON MEGA LUGS, 0 A WATER'• N WITH LESS THAN 18 INCHES VERTICAL DISTANCE BOTH CITY OF SANFORD UTILITIES STANDARDS AND SPECIFICATIONS VARIES 6117 CONC. PAV2T 18 611� APPROVE Q AL TYLER MJR THE 5EY(12 AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE MANUAL (SECOND EDITION) 0 . • r CONC. PAV'T 2„ R ft D U IRON PI - DIP) AT THE CROSSING (DIP) IS NOT REQUIRED FOR STORM t- 6, PVC PIPE SHALL HAVE INTEGRAL BELL PUSH ON TYPE JOINTS - .. SEWERS W IS NOT AVAILABLE IN THE SIZE PROPOSED. SUFFICIENT CONFORMING TO ASTM D 3139. VALVE LENGTH$.: DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 18" 10 FEET TWEEN ANY TWO CROSSING MUST BE LEAK FREE, AND 7, ANY TREE NOT DESIGNATED FOR REMOVAL FROM THE SITE AND IS I-^_ MECHAN tY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 REMOVED BY THE CONTRACTOR WILL RESULT IN THE CONTRACTOR INCHES , ST BE , MANTAINEO AT THE CROSSING. HAILING TO EITHER COMPENSATE THE OWNER FOR SIMILAR REPLACEMENT 1 /2" EXP. JN T, 2' R 1 /2 EXP. JN T, . t OF TREES) DESTROYED, OR, REPLACEMENT OF IDENTICAL SIZE AND JOINT FILTER JOINT FILTER WHERE RE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE SPECIES OF TREE REMOVED: FURTHER, ANY ADDITIONAL REQUIREMENTS NOTE; �j WATER h( IN, Tf+E CRITERIA FOR MINIMUM SEPARATION OF 18 INCHES BY REGULATORY AGENCIES HAVING JURISDICTION OVER SUCH MATTERS MODIFIED TYPE D . SEE SCHEDULE FOR TYPICAL. TAPPING SLEEVE SOIL // E£TWEENUNES AND 10 FEET BETWEEN JOINTS SHALL BE REQUIRED. WILL BE INCURRED BY THE CONTRACTOR. COMPENSATORY DAMAGES TYPE D ADDITIONAL RESTRAINT AND vgLVE DETAIL IP INTS AGAINST THE CONTRACTOR ARE NOT UAIITED IN THIS SITUATION. /\/ ALL CRO GS SHALL 8E ARRANGED SO THAT THE SEWER P E JO N T $ �\ \ AND THE�WANTER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT C 0 N C R R g SAND w r O.F CRO NG (PIPES CENTERED ON INE CROSSING), 8. NO FLOOR DRAINS PROPOSED FOR THIS DEVELOPMENT NO OIL SEPARATOR REQUIRED. \ f 0 ND FlR UNE IF NOT GONE 8Y SPRINKLER 0 , 3 0 O I \\ -• \ S H N PIPE CONFLICTS WITH AN EXISTING PIPE SHALL BE Q� 9. FDC AND UNDERGR U E ( T o T i N D x O Q 4 w ERE �w CONSTR TEO OF DIP AND THE ARC ARRANGED TO MEET THE CONTRACTOR) MUST BE DONE BY A CLASS 5 CON RACTOR r� \ :; / / f, . REQUIRE NM ABOVE, TO THE P01NT OF SERVICE, 0 O O GENERAL. NOTES, N :, _ _ _ _ 2. A MINIM U 1 FOOT HORIZONTAL SEPARATION SHAD. BE MAINTAINED` a . \/ O _ _ _ _ _ _ " BETWEEN ANQ TYPE OF SEWER AND WATER MAIN IN PARALLEL 1-1 /4" TYPE S-• 1 ASPHALT CONCRETE -- 11 INSTALIA N5 WHENEVER POSS18LE, PER FDOT STANDARD SPECIFICATION SECT 331 1, The curb and gutter details shown are for construction adjacent i I ICI I -I I ICI Ii I (= I I I~) I I -I to concrete pavement, except as Hated. I I I�-I I ICI I _ L � I --I 11- 1 I I- :.' " -, T MAINTAIN A 10 FOOT .... H IT (S NOT POSSIBLE 0 - t c ns ructed ad acent:'to - ,.. -�_ . Q:2 ' - , �I I= j=I- -,,-I.-1,��- C,,I, �,1.-�, .,". ,, ;i, I I_;,,""..V.I",,,� rb tter . curb and utter o t J ;, 1,1..... .- s.1.I ,"-,.I�N�".�.''."�w,�','I�`'.,'_.,-.-.. .:'.:.�I, ., .: : , � �': T " I.1...I "- , � `:�"�I .". -,� . ,�� , ,,--, , , , �- ,.,`.; ;;�I - ,� j ,.. 1`,...,�<," ..." II".I:',i. 1�v... .1. �__>!:.: �--.,.%.;, .-I , 1�� '.w , . :-�,% . ,-M.�II .-- III �,;I .!.-;� 'I <,:..4� �-;, It . q .>�..,.. 1�-, . � I1. w - .," I -- �. .,-I1, .I1 . O1. I.;. -. . . -�.." IN CASES... £RE P TOR 2 . For C L1 U t IIIIII�I g :: ::`:'::::':: F 95Y. MODIFIED ROC '. N THE WATER MAIN MUST BE LAID IN A ::'• :" HORI�QNT SEPARATO ::.: 6 UNFROCK BAS (.., '.. .",- ;>.� �' 11 t b us11 . �I . 0 . I ...,I N wn o e Ed r N o E ..:.-..'::':.' T o w n a TR C 0 ON AN UNOISTURBEO EARTH SHELF LOCA ED 0 . SEP EN H R :::....:..":...:.......:. MAX, DRY DENSITY) PER FDOT SEC , 200 fj Xlble avemen the 1 /2 expansion : Joint sh 1 ' . ATION THAT THE e p 1 : 7 I O. E EWER OR FORCE MAIN AT SUCH AN ELEV sut �+ s d raffic se orators rQvlde �_ a; : E T of For curb ut er, curb and utter, on t p p TH W T£R MAIN IS AT. LEAST 18 INCHES ABOVE TN OP DE 4 LBR 987, T 180 3 , g :,,,, , , . BOTTOM A..::. 9 SUBGRA (0 ) , . r' :. -' t ;r , a" COMPACT SUBG% r, „ 0 �. t. II I. 5 >_ TH W ,; -- raCtl n QIntS at 1Q. centers (max.), .,Contraction' poi, t. - `; (60 F.13.v. 98� T . . _, .. PER FOOT SECT. 200 /8 /� Con t U . ,' ' F - nt to PCC avement on tangents and flat curves / 1 ' : 'M"RE IT . N.OT : PQ..SS18LE TO tdAIPtTAJN A VERTICAL DISTANCE 0 18 a d Ja C a p H I INSTAL TIONS THE WATER MAIN SHALL BE �J y `° LNG ES.. PARALLEL LA are t0 match the pavement )olntS, with in termed.iC7te joints "not to 23 6�®•. 1 `' ` CQNSTR, ED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL 8E PAVEMENT S E C TI O �J T 1P IF AVAILABLE IN THE SIZE PROPOSED) WITH A 1 O' centers. DONS R �D OF Q ( N SHOULD N.T.S. exceed MINIMUM RT1CAL ,DISTMCE OF 6 INCHES. THE WATER MAI n of Curbs T es B D shall trat�sitiQn frcam full to t R D K DETAIL. A4WAI' p$OV THE SEVER, �Olt`TS ON THE wAT1iR:MAJN SHA!_L 8E 4. E ds yp . TH SWEARS OR t'1Ffe;;. ,..., r LQ.C,ATEQ FAR APART AS POSSIBLE FROM JOINTS ON E zer0 heights in 3 feet. '' kA NTS''` ' : FARCE (�iP�aGERED JOiNTS), . y ,. ",{t. yl. .. , .. 'i. .. . I. .: - -. -.. _t. , ., - t r L.' 1; i 2 J QI I •-r - I (. -,z 1 `; . r -. 1 _ .1 ; LEGEND-, (AS APPLICABLE) 0 EXISTING GRADE EXISTING FEATURE , 08 a ' CC) . Q l0 Ci q0 `: 2 z 2 � 6 6 . O 6i O a 8 a a �V ., (A V) o % 0Q S cr ' a 0 o- z PROPOSED FEATURE PROPOSED PARKING SPACE COUNT PROPOSED SHRUB PROPOSED TREE EXISTING TREE PROPOSED TREE PROTECTION BARRICADE FOR EXISTING TREES (TO REMAIN IN PLACE UNTIL CONNT, ACTIVITIES ARE COMPLETED) EPC WETLAND CONSERVATION AREA LINE PROPOSED GRADE PROPOSED SURFACE DRAINAGE FLOW ARROW PROPOSED HIGH POINT IN PAVEMENT SILT SCREENING (EROSION CONTROL) ASPHALT TO BE REMOVED TURF BLOCK ISLAND TO BE REMOVED ENGINEERLNC PLAN I I— Oq h '� Q C:)N Q, ,4 x„ 0 W V) w z Q 0 1. V) z O w w U = h " O C C CO 93 r•-i G v I a ao 0 � m Q V 3 � r _Q O r r'•-r J L4_� rr-{ 0 a C ��J o W !n f1 ?- 0 '- � M 01 w Q 9 insorlwm 0 Q r- 0 �h W N Q, N � � q � W h ►= DATE: Of /15/00 DESIGNED E3Y: GAS' DRAWN BY: CML CHECKED BY: CAS CAD NAME: 000177E XREF: 11 PCP: JOB N0. 000177E DISK NO. PLOT DATE: 08-28-00 SHEET OF 4 11 'INAL 1NSPEC T IU D REQUIRED SANFORD BUILDING DEPT• c REVIEWED AND CONDITIONAL-LY FRMIT ISSUED SHALL gE THESE PLANS ARE EED Y:I7H ACCEPTED FUR PERMIT. A P - PRpC 70 gE A t.iCEh1SE Tt I fY TO VIOLATE. COC\; TRUED NOT a5 AUTHOR F ALTER, OTC SET A`�Igc ANY U S ALL Thl" `AJpRK AND pUF . NOR Crar.Ic c L, f` THE TECHNICAL � BUILDING �!ISIUNS O PERMIT PREVENT ORREC ISc. }p,NCE U?1 EREAF'TER REG2UIRING ATRUCTION UEP T FROM N THE PLANS, CONS TIO^, OF ERRORS O THE GODF_S. OR j THER VIOLATIONS OF ')V p�, iTT E LiT VI D A N A. 13 SOU N DAUT�NQA�JN Hc ID 5PEO D� KI OU 7 uv)jQ Wt # Q THJ� R ppUN SOUQ CORE VVOO6, P -31 LWAY77 T Q,Nf I SECTION -.nv 1 (F P.T -Ar HI.13,H.,P0 NT VV8 I, L-� 130 K- WO�- H OU R �RAT I. D:C, P jt� Tj E; K RPRIZONTP H� M` TIC SH E ET 'K J_ OP HEALTRAND:REHABILITVE, 1: JU, TA, L, ;�:rHARDAA �IMILAK- r�H ,V AD 4 E3 _"017 _,YB' FURRIN3 if - 'URE �T PWE)/Pt:A$T R FAC EW Oq NT- P CE L N, TATION SVRFAQF,�.MQVNT,,--AT�ijWeiPLASTEO-CelL A' ONDITIONIN �Tq, SPENQEQ SOUNDPROOF. -,,ACQOUST QALL�Y�IN ALV MI (.4U M .'7, U SHEET METAL 5QREW_, R�SCNT LIG r., F, I V 15H*,FLO R.. I T�§Q PEJD QEILI p M_NPL�k �U IT)j,;.. H'S. -AT. STREN EQ V, ,,Hr Q �SPtb� ':'6PE6lFI6ATIO (S')� A4 I� :,yEA_STEAME LY- L MET -STUDVALL ,FLuo� E R. E NQY V XA �,QWB 014130TH 04 xx ION, C U� 'S L L ANQ �ANOO , It D)� U . . I LAY !;�'APPRR -2',FL ORFSCENT-LIQHT F14TURI ST UA ,CE MOUNT AT__rQWQJPLA8,TER.Q E NQS.'. PA -N �AUTO: T V' ALL, 0 L v -PR -ATED . . . . . . . . . . XIMATE7 I 7� :L , F RIC M ETA CERAMJ071 LE'-t'�, L L 6�k 8: U 'A Ap TA N RO: B I �QINQ. EXTR Qf, TORZ '1'XA!F QQRE,9CENT$URFACEMOUNTE1) INTERIOR, F_LEVATQ9N: MA -1/A 0 R PI),,crqRE IP. LATION P EL GtAS$. PART H- B TT, TTM CESSEDCAN,�: -a Q, HT W COMPLETE. . ITH BA . ER ;T.B. TT I V.T� :INTRAVENOUS TRAC ABLE- :q�IT LIGHT, 00 B SOLATIO, NSFORMER ET _T.T PIPE DIAMETER So Sy SQUARE YARD,- T 0 r UIL G, N BL 5 DIN TER1911 C NCLU SOILED UTILITY' N fSTRL., STRUCTURA L UVLAJ IVPI METAL: NSQL SCAL�.�' U 6y N" ED SUSP, ;S6s0iiNbED.. T ME k$14EET SCALE IT I.P T N TRA TREAD, TOIL j6INT OANELSJOP A�Nl),'BT OM� K �T- Ep'DRAWING NQTFSi� FRAMES' -WOOD FINISH �TOILETC BORING JAN., JANITOR :T�C 0 ARTMENT CL4 6 5ASj mp AR RTAIN TRACK JT TELEPHONE TEL CV13JCAL Cu ooggOARY c E IT, IC FIX 'tiWALL MOUNTED EXTER QR, LjqHT URE. CEE" kJ K LATE, TEMPE,RATURE- DOOR N,UMBP Bo TEMPERED, D, INU UR 5YN UN JEMP �p T. �;ONTRACTQR INSTAL ED ;.TH.K TH 6�14E§,�� NTE RMITTENT � � 0. TQVNQE 4,�.9ROQVE ;CO'W8AC-f6k FURNISHE 0- KNEE 'SPACE,, T PER V RQQmUM Ap K L msb�, ., P Q, TOI LET, PAPER. FLUORESCE;NT �COR ERG UR DISP N3ER - MOUNTED' 'CAST �,AB Y. ',-"":�2'FLUORESIQENT�LIGHTi�SURFAQ�'MOU.��EO� J IN, At6U$-fIQA TOILET. P PER HC)LDER:1 P D L A WINPO CENTER LINE '.'LAM. LAMINATE TREATz TREATMENT. W SYMBOL �MATOR TELEVISION: LAV, Y "WALL MO NTep_FLUORgSQgNT-F�XTpR LBL, TYPICAL TYP. U C'm :CO C �TE MASONRY: VN T N �F L X, .-LINEAR DIFFUSIEII.,��-�,. KID- LIVE'LOAD Y.C. UNDER KER N LKR., L LIC. UNDERCUT QM' �'�t�COMM qN _WGIO-I SULATON P Kt MECHANICAL SUPPLY REGISTE QTEQ Ri:,SEE MECqm,�I�� U.Q.N.� UNLESS L LIGHT PROOF OTHERWISE ISION, 0 T Aj ON AWINGS FOR�AQD1TI0NAL INFORMATIQN. LT.WT�' p �ONSiRU L HT WEiGHT BATT INS '6 MA. N 1 Y9 8 UTIL. UTIQ C ",ME III' -.Ej RN ISfER,15EENECHANIC MktL. MATERIAL A M PORRIPQR ING INSULATION_�.� Mj AXIMUM Q .CASW OPEI V.B. AF QRAWING'S'FbktAo6moN(AL INFORMATION'. YINLY BASE,:, UTz VIN E ACHINE�OOLT, V.C.T. 61TION TI Ck, ET B M, LY OMP6 _P M1 VERT. Y), W L OICAL CABINET VEST. L MEQCAB: ME -VESTIBLE CARPET: �DRAWING'S.FQRA OITIONAL MECH AN TE 8 LED,, MEQHANIQ Ee MECHANICAL AY§T F CONCRf A INFORMATION - CAVITY SHAF VJ.F. VERIFY A� META CQVNTER, CENTER WA LL. TYPE VIN LY, LQ,�,Qy ERING ATION ER MIQTILE, MEP.PREP_�, MANUFAQTUREQ.� PReMOLDE V.W MTL. , 6 AXIAL FO D JOINT,F)LLER W/ ff V ::-MAN ?�AP" 8,CANNER ME QIQAL.GAS ER $ NK� P4.G WAL BQM' U oF 'C E"R'A. MI(C T I L JORT A AN,WITH LIGHT KIT. ,ND BACKER ROD OAT -MEDICAL 6AALARM WATERCLOSET, MEDICAL 0 'WALL C Ty 6n tT M CLEAN UTILI WHEEL ME6t6AL6AS VALVE, Wic A OELA WOOD X_ YEAACTIQ 'R HE W. 1. WROUGHT Do' Wm WATE _ATER U H �Ilvium WITHOQT� M OCCURS Q� WHER F T RP WA E _J ER' 'MORE OR'L SS W. STE RECEPTA9L, MOL e ;`MASON ORIN JNQ,.FQU M O�, YOPE IN N G W P, WA �E RObF(INQj P u PRePERATION WT, I F OA t, MOISTURE-RE$ISTA�T- W.W.F. WELD Q I M a Q eTic REso0ANCE N�l All 'A 97 F R A, ACQE�Sl "NO ADA/� M W.W.M. WELD _b WiRE ME8k M, F L NOTES, �.-GENERA BILTY TES N IMAGER M.S. METAL iM.."P. )QQR YD. 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NUR§E,5TATIQN G QE QY NbI P ANqjo YR9 TRAQTQ.R %.RE$PgNStOLE,,�'6.'TOE:MeAN,9'AN Etflq F, H ELE9 RIC L-PANE,1.59ARD' �' O.LtY W L 6kg'�,� 61�- �4FETY,Td NOMINAL 'M M DRINKJNG WATER.PRqVI8IONS S�AL ZI BE MA61i'064, I Mi'ELC RS.,APPIT.IQNALL N9; N �T E _T AN, ��W ,AQILIT ES.SUQH VH Qlj�HE, BaLIVESJQB.E� NADEQQAT OR, RqQIN EQ IPMENT I �THE2', EjRALL VID p,S ALI; CON EM YINGS.,' UCH,I_ATCHaS,, ,RIO QR� A!$L� ABOVE FINSHED FLO.Q M Y- OT 'AND 5, INCHES -OVERHANG Ir PRI L ea 0e. Td CE 3WOVEk'� _R O.C.., N CENTF IT 8 T1 DUR, _AN.Q FRE�,:STANDJN9,,q,� PT .y _bSTORp LQNS,MAY TjHa CLEA jQT. OFAN'AQQ�8$8 uvpm SPA 'INCLUD ? NER RNIPHEL) AX., 4E0 QISTAKQEF F �,T RQM..WHEtLQRAjR.T0 �F.':ItY Pq $TRUCTI9N,_ E s, A 0 OF TH _U.131,4P L Et� HE CONTkAQTO O _Y;T0,0ET�RM" -,ERECT19N SEQVEN _,F CIUR ��QIMENSION S SHAL� R' ('61LIT PRQ.,CE I. L '0 -ROD" SPACES, SjjAL,L BE DIAMETER ITHJN'151 CHES. , JU . QlhG' U H OVERALL 'W fiRt660 NQI, _.QUT, OTLIMITEQ. A ....... 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'� "r . , f :,f'� " . . i , p , , , - -1 1 � .'� I I - .. , " � "', ntl� j it �j `X- _�y % t A & En in 4 % t% j: �,,�A ��i t .3 �rl, J�' "� 1��J�' ' _,� , -, , . ' L rr r' _' r. ��, ? 7 '714 7, j'r t �V lL y e V ff f 7-, 1�-, 1�7 r i:4 %4 % "4:r, 4 -7 `v in -A 4-, �e f �o` j, c, Z �J �;, _ -, i., -,: �t - - _ J,. ' - L " t I ��, � �, -�j, , .; �' t' -g" Y." ;,j "r V, n- if 2 tA , 0, W; m w, 17 ;T,�RFW 19 IQ 41- M�AIR-Oriz000, 4 . . . . . . . . . . W� A q 9 �v EV 7, "e, E! 2 - f _g 0 < C) C) Q 2 < 7 7-i ei_� -Xi F7 T LH+7 2, '��l l�� n 431 1-4 fl+_ J' Y 4� !Z, . 'ni t _tI 0 M, In! U za M�y 4 4 15 j ml 01 'A a A _;'4 It Q Q Q i�n n k'� . ig f � E, e L 0 SCALE: 1/8" = V-0" k A U co C } KEY NOTES JFLOOR TO CEILING TEMPERED GLASS PARTITION, WITH BUTT PANELS, TOP AND BOTTOM RAILS. OVISIONWALL GLAZING SYSTEM, VISIONWALL TO PROVIDE SHOP DRAWING AND INSALLATION DETAILS. �3 ACCESSIBLE WATER COOLER O1-1/2 HOUR FIRE RESISTANT AUTOMATIC SHUTTER O9" DIA STEEL COLUMN, PAINTED O24" x24" FLOOR MOUNTED MOP SINK 7O RECESSED FIRE EXTINGUISHER CABINET J.L. INDUSTRIES, PANORAMA # 1036C70, STAINLESS STEEL DOOR AND TRIM WITH 2A:10-B:C DRY CHEMICAL EXTINGUISHER. 8� LEADER BOX WITH W/ 4" DOWNSPOUTS TO GRADE, TYPICAL O2- HOUR FIRE RATED WALL, UL. DESIGN NO. U905, CONSTRUCTED IN SUCH A MANNER AS TO RESTRICT THE PASSAGE OF SMOKE, VEHICLE EXHAUST GASES, AND ODORS FROM THE REPAIR GARAGE. 10 FIRE/POLICE EMERGENCY ENTRY KEY BOX, MOUNTED IN ACCORDANCE WITH THE CITY OF SANFORD, FL. FIRE DEPARTMENT 1. PROVIDE SOUND ATTENUATING INSULATION (4" UNFACED BATT) IN ALL INTERIOR WALLS AND ABOVE ALL CEILINGS, EXCEPT SHOWROOM CEILING. 2. ALL INTERIOR WALLS TO BE 3 5/8" METAL FRAMING AT 16" O.C. WITH SOUND ATTENUATING BATT INSULATION (4", UNFACED BATT) AND 1l2" GYPSUM WALLBOARD BOTH SIDES UNLESS NOTED OTHERWISE (WALL TYPE W). 3. FOR ALL WALL TYPE AND WALL DETAILS SEE SHEET A-11.1 REVISIONS BYE` , ; - i SER. BLD'G. MTT ` [� 12-6-2000 3-9-2001 MT r 1. V � U O h 0 o 4.•LLG o Z) v� NLL �.J 8 �a A-3.o � of ..Sheet v SERVICE BUIL SCALE: 1/8" = 1'-0" G FLOOR PLAN �l m- Mm rl_ BOLLARD SPACING A-3.2 SCALE: 1/2' = V-0" k, KEY NOTES OSERVICE SINK OACCESSIBIE WATER COOLER OEYE WASH O ' 5O ELECTRIC WATER HEATER 6� CONCRETE EQUIPMENT PAD WITH 6" CURB, AND METAL LEAN-TO ROOF BY METAL BUILDING MANURACTURE. O4" DOWNSPOUT AND SPLASHBLOCK, (TYP.) 15 O1-1/2" HOUR FIRE RESISTANT AUTOMATIC SHUTTER. O8" HIGH CHAIN -LINK FENCE WITH PAIR T-0" x 8'-0' GATE. 10 2A:10-B:C DRY CHEMICAL FIRE EXTINGUISHER ON HOOK, MOUNTED @ 3'-6" A.F.F. TO HOOK. 11 P12TYPE'A'EXCEPT 3' 5/r x 20 GA.'C'STIROF STUDS SPECIFIED 0" 1-112" HOUR FIRE RESISTANT AUTOMATIC SHUTTER. E SPRINKLER HUAB & GOVERNOR / \ c I PVC CAP STEEL PIPE BOLLARD .� (SEE FLOOR PLAN FOR LOCATION) FINISH PAVING ... . • • °' d ' 4 a a • dA. a BOLLARD TYPES •' • rdd •, I 6" DIAMETER STEEL PIPE BOLLARD - CONCRETE , • �° FILLED & PAINT YELLOW d a �• • . ° 2'-0" DIA. CONC. FTG. 2 BOLLAF -3.2 J SCALE: 1/2' = V-0" DOOR WIDTH DEPRESSED IN SLAB SLOPE TO EXTERIOR VARIES WITH DOOR MANUFACTURE SCALE: 1/2" = 1'-0" SLOPE 1/2" 1/4" PER FT. MIN d• de 9 s 4 •tea °a , °<a SECTIO _3,2 SCALE: 1/2' = V-0" "3 A-3. DEPRESSION IN SLAB AT OVERHEAD DOOR SILLS (COORDINATE SIZE WITH OVER HEAD DOOR SHOP DRAWINGS)- - CONC. BUILDING SLAB — 2#5 CONT. n �U C rz Z 2 co,o a-+ �cE� �^ " n o O O ¢ Cq M~� r� V 1 O Lv_ 0 4 - 0 l� ® � o ® LL o Date Scale Drawn By Job Sheet A-3,2 of :, Sheet :x. ` , . ROOM F1141SH SCHEDULE ROOM # ROOM NAME FLOOR GROUT BASE WALLS CLG FINISH CLG HGT REMARKS 100 Showroom *(remarks *(remarks) *see plan *see Ian Arf 2X2 20'-9" a.f.f. *see plan transition lines PT1,2 & 3 & tile direction 101 Cust. Lounge PT-3 G-3 , CB-4 P-2 Arf 2X2 8'-6" a.f.f. 102 Business Center C-1 - CB-1 P-2 A/T 2X2 8'-6" a.f.f. 103 Service Write-upPT-3 * G-3 CB-4 P-2 P-2 A/T 2X2 G.B. 8'.6" a.f.f. see Ian for flooringtransition lines; see elevations 104 Accessories/Retail PT1 G-1 CB-1 1,05 Service Manager C-1 - CB-1 P-2 A/T 2X2 106 Retail Parts PT-3 G-3 CB-4 P-2 A/T 2X2 8'-6" a.f.f. 107 General Office C-1: - CB-1 CB-4* P-2 CT-CT-l* A/T 2X2 G.B. 8'-6" a.f.f. 8'-0" a.f.f. *CT-1 Wainscot 5' high, paint above; G-4 Grout 108 Women's PT-3 P - G-3 G-3 CB-4* CT-1/P-I* G.B. 8'-0" a.f.f. *CT-1 Wainscot 5' high, paint above; G-4 Grout 109 109 F I Office C1 CB-1 P-2 ArT 2X2 8'-6" a.f.f. 1 1 F& l Office 2 C1 C- P-2 Arf 2X2 8'-6" a.f.f. 112 Break Room_ PT-3 G-3 C -1 P-2 Arf 2X2 8'-6" a.f.f. 1 3 om uter Room C-1 C - P-2 Arf 2X2 8'-6" a.f.f. 114 O 'ce Mana C-1 - CB-1 P-2 A/T 2X2 8'-6" a.f•f. 115 Gene r. - - CB-1 P-2 A/T 2X2 8'-6" a.f.f. 116 Co Room C-1 - CB-1 P-2 ArT 2X2 8'-6" a.f.f. `117 Conference C-1 - CB-1 CB-7* P-2 CT-1/P-I* A/T 2X2 G.B. 8'-6" a.f.f. 8'-0" a.f.f. *CT-1 Wainscot 5' high, paint above; G-4 Grout 11$ Bath PT-3 G-3 119 Dealer's Office C-1 - CB-1 P-2 A/T 2X2 8"-6" a.f.f. 120 Sales Office C-1 -' CB-1 P-2 A/T 2X2 8'-6" a.f.f. 121 '' Sales Office C-1 - CB-1 P-2 A/T 2X2 8'-6'" a.f.f. 122 Sales Office C-1 - CB-1 P-2 A/T 2X2 8'-6" a.f.f. 123 Sales Office 0-1 - CB-1 P-2 A/T 2X2 8'-6" a.f.f. 124 Sales Office C-1 - CB-1 P-2 A/T 2X2 8'-6" a.f.f. 125 Sales'Office C-1 - CB-1 P-2 A/T 2X2 8'-6" a.f.f. 126 Sales Manager C-1 - CB-1 P-2, Arf 2X2 8'-6" a.f.f. 127 Sales Office C-1 - CB-1 P-2 A/T 2X2 8'-6" a.f.f: 128 Sales Office r C�1 - CB-1 P-2 P�2 A/T 2X2 A/T 2X2 8'-6" a.f.f. 8'-6" a.f.f. *see plan for flooringtransition lines PT1,2 & 3 129 New Car Delive PT1* G-1 CB-3 130 Reception PT-3* G-3 CB-4 P-2 G.B. 20'-9" a.f.f. 131 Kid's PlayArea PT-3 G-3 CB-4 P-2 Arf 2X2 8'-6" a.f.f. ,132 ' Service Ent PT-3 G-3 CB-4 P-2 Arf 2X2 A/T 2X2 8'-6" a.f.f. 8'-6"'a.f.f,* *see plan for more details; CP3 on Focal Wall '& soffit h t. see A 133A ', Hall_ PT-3* - G-3 G-3 CB-4 CB-4 P-2 P-2 A/T 2X2 8'-6" a.f.f. *see plan for more details, CP3 on Focal Wall 1336 Hall PT-3 134 G-3 CB-4 P-2 A/T 2X2 8'-6" a.f.f. 135 Stora a G-3 CB-1 P-2 A/T 2X2 8'-6" a.f.f.. • . 136 Janitor PT-3 'GONG. G-3 CB-1 P-2 P-3/P-4 AR 2X2 Exp. Struct. 8'-6" a.f.f. VARIES *P-4 Wainscot 7' hi h with P-3 paint above • 137 Service Bays I ___ --_ 138 . NOT USED 139 NOT USED Tech Bath -- C NC— -- - CB-4 CT-2/P-3* Arf 2X4 T-8" a.f.f. , - *CT-2 Wainscot T hi h with P-3 paint above 140 149 k Tech. Brea R ONC. _ _ - CB 6 - P 3 A/T 2X4 7'-8" a.f.f. *ONLY along. board,' no base alon mason walls 142 u e Tech arts Co nt NC. --- . * CB 6 - P 3 Arf 2X 4 8'-0"-a.f.f. *ONLY along. board, no`base alon mason walls 'along `mason i ,.: Fast Parts - C NC. _ _ _ * CB 6 P-3 A/T 2X4 " 7 -8 a.f.f. ONLY loci . board, no base walls a NC. - _ - * CB 6 - P 3 Ex :Struct. -=- *ONLY al .board, no base along mason walls — .. ,144 Faits. Stora a CONC. --- - * CB 6 P-3 AR 2X4 . ,� f. 8 -0 a.f.f. � , ONLY on :- board,'no' base alon mason walls _ 45 1 - - 146 er Parts Manager Electn Room G I NC. GO --- --- --- : Ex , Struct. N/A ...: �� 8.0 f. - ONLY along board, n o base alon mason ` wa 4 a nt cerk NC. C NC. CO --- CB-6 * P-3 Arf 2X4 - a.f.f, . :. . S: CON G ;a Concr e to ; B., sum oar -- - - , , • . • :. , . eri I & Finish.Schedule fors ecifications see Mat a A/T 2 i tile q c a I ceiling i 2x2 .: " _ . . . - cificat ns for s to I e � e Finish Schedule Material.& Fini h >i.. A/T.2X4 ,: ; til ceili e ,. Acoustical. � 2 x4 � , ::::.: . -.see . -; : : _ , r t,;': S u c E x� t 'tu a .. `cr sed t ru , Ex o s FINISH FLOOR SCALE: 1/8" = 1'-0" PL-2 b PLASTIC. PIONITE INGOT GRA - To of counter; Tech. Break Rm. P -3 a L PLASTIC LAMINATE PIONITE - - CHARCOAL CHROMATIX #AEQ11-S Side of counter; Tech. Break Rm. PL-3 b PLASTIC LAMINATE PION ITE • MERCURY #SG204-S MISC Metal Door &Frame paint to match walls ". METAL DOORS see remarks Stain to match laminate PL-1 a tbd WOOD DOORS *see remarks ACOUSTICAL CEILING A MSTRONG R' WHITE(See Reflected Ceiling Plan for layou Fine fissured RRH90 beveled to ular la -in 1734, 2' x 2' ' A/T a b , . �, ..: -TILE C 1LING TILE ACOUSTICALE - ARMSTRQNG WHITE o layou See Reflected Ceiling Plan for •on locati detail fortransiti n Square edge Corte a Minatone, 2 x 4 Height of profile determined b the thickness ` TRANSITION STRIPS : ;. - O TK SCHLUTER REN ALUM. ANODIZED CHROME #ACB See typical MATTE CHROME `ALUMINUM 3-4" : MILLWORK HARDWARE WIRE METAL PULL ' .: - CW 1 _, CURTAINWALL MULLION VIS ONWALL I CLEAR ANODIZED .: ,. . , . _ RESTROOM ES . , FIXTUR . . WHITE 9 ED... _,. - NOTESS 1 LL I TEftIOR FINIS_HS , ER SHALLLY PLYWITH, CHAPTER . 80.3 3 ORSBG 19 8 TABLE L E .A 2CUR EDSHowROO .COMP GRAPHICTO .WALLS• BASE:U D 12W00 BASE & MANDOFWAt STOHVE4,WO _R, _ BASE: , 3 EX P OS ED CMU WALL ffO BE { PAINTED STAINED & S STA IN T E C S LED TO MATCH NEW LAM A � LO R , _ 4 DOO _ 1 7 ly,',4T itIW I itiIiItIJ011LETPAPPI W_ M QIP N tItiTAC L PAPERJQ EL w IBOBRICK 13- IittI RRQR,,-- B4O BRICK ittMOUNTE.Q�T,4!� FROM F MIRRQR,�'FRAMED,, OMENIPE VtATION',,WHJT1 -Olt. i77 if 04 IPI%PEP VEL�Dt$PENS PEN F FD iK it"i'-.�,�'SP.-A'�P�,'�DISPEN8ek,MOUNTED:.3'-;O'��;TO�B(?.TT.OM,�qoo,13l'o SA N I T p 4 M-FL�QQR-TQTOP..'OF..0NTA1`N `-'50BRICk (b-2 jj 'ARY'NAPKIN DIS ";FRO -70) F IIP IR i-ONEM. MEDi, FROM TOP OF BAC" LA AN ITY' F FN H Tq v1Cq, i-0 LAN: LET F T01 LO R_P I to R�CE SE MEDIC 7 KOQ E S D T MOUNTED., SCALE' -CA INE BINE I MOUNTF.0�5'4! A.F.F;JQ CENTERL N OF BA R, BOURIC., B 07 �2_411, (13).1,TOWE �BAR, 4 K .3 2';l 7 051 -011 2 �MEN DARTITIQNS, -TILE-BQRDER� T'' I'Re BREAK ROOM itI off SCALt I(A \A ITOILET FLOOR PLAN 61t ----------- tIU (�4) N Z2 CA IEVATT',,10,Nt Z N ELEVATIO -ELEVAT N 10, QALE`1 2"�;� ALE:* 1/2 'A 51 SC 'T 01' SCALE 1/2 TILE-BOF TYPICAL 701 r7 LET FD 7777 LOCKER BY: A OVVNeR Pi-RTITIQN 3 '61 I1011 77 3 l4 4#- tI-411 ILt!7 .\-'--(D R ICE 77 L TtiI r7 _ ....... ... ... G-4, E:::: C i;, 7, AL p - -.P-v Iiy �t I ft I IititiU 0 Ilu 9 9 Lj %W ... . ........ IttIi7�; 77 itIttZ. II> 0 t1l itI77 j 6 SHOWROOM R SCALE: 1/8" = V-0" EFLECTED CEILING PLAN STEEL PORTAL CANOPY WITH LAMINATED FRITT GLASS 1/2"GWB ON35/8" ' METAL FRAMING AT 1 1/2" 'C' CHANNELS AT 48" O.C. 12"O.C. I WITH FURRING CHANNELS AT 16" O.C. SUSPENDED FROM STRUCTURE ABOVE I 8'_411 I//�� 81-011 1110" 1/2" GWB CEILING 1/2" GWB ON 3/8" MIN. CONT PLYWOOD STIFFENER STEEL COLUMN, PAINTED REFLECTED CEILING PLAN N SOFFIT DETAIL SCALE: 1" = 1'-0" �6.1 1/2" GWB ON 4" METAL FRAMING AT 16" O.C. SOUND INSULATION —� SUSPENDED ACCOUSTICAL PANEL CEILING 1/2" GWB ON 21/2" METAL FRAMING AT 16" O.C. 1/2" GWB ON 3/8" MIN. CONT PLYWOOD STIFFENER SOFFIT DETAIL 2 SCALE: 1" = V-0" �6. NOTE: 1. PROVIDE SOUND ATTENUATING INSUALTION (4" UNFACED BATT) ABOVE ALL CEILINGS EXCEPT SHOWROOM CEILING. 3 5/8" METAL FRAMING AT 16" O.C. SUSPENDED FROM STRUCTURE ABO' L SOUND INSULAT SUSPENDED ACI PANEL CEILING 1/2" GWB 3 5/8" METAL STUDS 1 1/2"'C' CHANNELS AT 48" O.C. WITH FURRING CHANNELS AT 16" O.C. SUSPENDED FROM STRUCTURE ABOVE Ur GWB ' DRYWALL ACOUSTIC 2 REV SOFFIT DETAIL 3 SCALE: 1" = V-0" REVISIONS BY �SER. SLD'G" MT 12-6-2000 3-9-2001 MT', �U c O L" �J �Jj, a ME o�m m H cO ►? mQ� v/ Z r �u5o O O ¢N� �3 M Ch vO6 a tj V1 i .L p 4 VL Q_ Q Loa - Q O= V 1 a V E� o C R1 Q Date 5-31-2000 Scale Drawn By MT Job Sheet A-6* I., of Sheet: METAL ROO 6" METAL G1 AND 4" DOV ;4, 16 METAL WAI PANELS (T) TO MATCH / METAL ROOF PANELS —� 6" METAL GUTTER AND 4" DOWNSPOUT 16-0" TOP OF EAVE METAL WALL ...............- PANELS (TYP.) PAINTED TO MATCH STUCCO/EIFS 'JUALt:3l31 T-T NORTHWEST ELEVATION SCALE: 3/32"= V-0" SOUTH WEST ELEVATION SCALE: 3/32"= V-0" I / I S of MCTAI n11TTC0 AND EIFS ON CMU_ COLOR AND FINISH TO MATCH "STO" WHITE LINEN 6050/STUCO LT.75 METAL WALL PANELS EAVE TRIM WITH CLOSURE PAINTED TO MATCH STUCCO/EIF ERVICE s 101 E/ I W VL- 1-1/2" EIFS, PAINT TO MATCH STUCCO ON C M U METAL SOFFIT ON 3 5/8" COLOR AND FINISH METAL STUDS @ 16" O.C. TO MATCH, "STO", WHITE LINEN 6050/STOCO LT.75,TYPICAL A EIFS TRIM /w ALUMINUM COMPOSITE METAL PANEL ALUMINUM COMPOSITE METAL PANEL ` WITH METALLIC PAINT FINISH 2 4 5 6 7 9 7'_ " 1 1 II 1 .- 11 1_, EIFS ENTRY PORTAL VISIONWALL GLAZING SYSTEM, CLEAR ANODIZED ALUMINUM MULLIONS NOTE: SIGNAGE FOR REFERENCE ONLY. CONTACT CARS REPRESENTATIVE FOR SPECIFIC TYPES AND SIZES. RACTAI Dnn= DAKIM Q EAST ELEVATION U SCALE: 3/32"= V-0" 6" ALUM. GUTTER W / 4" DOWNSPOUTS OIL 25'-7" EIFS ON SHEATHING EAVE TRIM /w AND METAL FRAMING CLOSURE 22'41- _, . _.:.... - COLOR AND FINISH TO MATCH, "STO", WHITE LINEN 6050/STOCO LT.75,TYPICAL 14'-1" STUCCO ON CMU OIL 7'-61' 0 0 00 ❑7 F I❑ .b 0'-010 TGLAZING SYSTEM / CLEAR LEADER BOX 6'-0" 8'-0° ANODIZED ALUMINUM MULLION W 4" DOWNSPOUT (TyP') TO GRADE. (TYP.) SOUTH ELEVATION - SCALE: 3/32"= T-0" ' >Y _ — -ARISTOCRAT- 0 0 IF O PREFABRICATED ALUMINUM SUN SHADE PAINT TO MATCH METAL PANEL 251-711 22'-4" 16,4, SIGN 14'-111 DEALER NAMEPLATE 7'-6" i i l 0'-011 a ` STEEL PORTAL CANOPY VISIONWALL GLAZING SYSTEM / CLEAR W/ FRITTED GLASS INFILL ANODIZED ALUMINUM MULLION (PAINT STEEL TO MATCH METAL PANEL) STREET NUMBERS (4167), WHITE, PRESURE SENSITIVE NUMBERS, 3" HIGH, HELVETICA MEDIUM " METAL AD 4" D( 3'-0" TOP )F EAVE LOUVER PAINTED STUCCO NORTH EAST ELEVATION SCALE: 3/32"= T-0" METAL WALL PANELS(TYP.),PAINTED TO MATCH STUCCO/EIFS 0 III — METAL ROOF PANELS 6" METAL GUTTER AND 4" DOWNSPOUT 18'4" TOP OF EAVE 13'-8" TOP OF EAVE _.k . �A REVISIONS B1(, AER. BLQ'G MT 12-6-2000 3-9-2001 MT �U C O � ^/off FF�•��--11 � O � � n o o O 15 � Q M L] y a� M� V) U v Jul U W O 9 q CA C a 0 O ; >N y C izvaai V) ro $ Q �a O ro V Q Tway V O a aIL W O Ci Date 5-31-2000 Scale Drawn By Job Sheet Of .'% 'Sheet - PANELS. EQUAL EQUAL 2" VW CLIP SIGN TOBEMOUNTED. WITH STRUCTURAL BLOCKING AS REQUIRED. 8 CP-4 ALIGN EIFS t A 8.2 STO 21612 JOINTS WITH HORIZONTAL STUCO 'M' MULLION LOCATIONS, (TYP.) FINISH JOINTS TO BE PER DETAIL 10/A-8.2. � - — — — -------. Tr LAMINATED FRITT EIFS OVER STEEL FRAMING SYSTEM GLASS. STEEL PORTAL CANOPY I / (PAINT STEEL TO MATCH METAL PANEL) f:' ••': ••:.•.::.:.': ' .•.. I W/ LAMINATED FRITT GLASS. #. f.# I M }} 8.2 I :f.;.;. ....•. I o MID SUPPORT BEAM i IF REQUIRED BY GLASS -----' --------- MANUFACTURER. CP-1A STO 20103 i 19'-0 1/2" STUCO 'M' FINISH i� \ STEEL TUBE SUPPORT MEMBER / ATTACHED TO VERTICAL STEEL i COLUMN. CPA B i STO 20105 STUCO 'M' ,. ,♦„ �: - , � FINISH FRONT ELEVATION 2 SCALE: 1/4"=1'-0" A 8• (REAR / INSIDE ELEVATION SIMILAR) "'�'^""NALL STOREFRONT G SYSTEM. IT AND BACKERROD' L. DETAIL aa.. PORTAL CORNER EIFS ON BUILDING PAPER ON PLYWOOD SHEATHING. RADIUS FLASHING GLASS TO OVERLAP GUTTER LAMINATED FRITT GLASS WITH METAL FASTNERS, SLOPE GLASS TO METAL 7 GUTTER. , SEALANT AND BACKERROD /ER BLD'G. PAPER ON I I (j I ( / TYPICAL. 'WOOD SHEATHING. � EIFS O FRAMING AS REQUIRED. ( PAINTEDEIRPYWOOD SHEATHING 2 I.•. FORMED METAL 6: GUTTER METAL FRAMING _ INTERNAL DRAIN ' W/ FASTNING L �'r CLAMP ALIGN' II III 1 I, TRANSOM LITE DETAIL @ METAL BAND. SCALE: 1 1 /2"=1'-0" /j 25'-2" , Y DEALERS NAME PLATE VW CLIP SIGN --�, EIFS SYSTEM STEEL PORTAL CANOPY (PAINT STEEL TO MATCH METAL PANEL) W/ LAMINATED FRITT GLASS. SYSTEM. CLEAR ANODIZED vv�tt' SIDE ELEVATION 3 ALUMINUM MULLIONS. SCALE: 1/4"=V-0" A 8.2 EIFS LAMINATED FRITT GLASS SLOPE GLASS TO DRAIN ABOVE DOOR. BOLTED CONNECTION 16'-0" SIGN DRAIN SCREEN FORMED METAL GUTTER STEEL BEYOND METAL BRACKET LINE OF GUTTER BEYOND WELD TO CHANNEL STEEL TUBE SUPPORT W/ CONDUIT GLASS TO OVERLAP GUTTER - DETAIL @CANOPY GLASS CONNECTION SCALE: 1 1/2"=V-0" 0 EIFS ON BUILDING PAPER OVER 3/4" PLYWOOD SHEATHING. 11 A 8.2 DETAIL @ENTRY SCALE: 1/4"=1'-0" DRAIN VW CLIP SIGN. JR VW CLIP SIGN AS IING SYSTEM. 'EEL COLUMN FAL CANOPY :L TO MATCH kPET) VISIONWALL STOREFRONT GLAZING SYSTEM SEALANT AND BACKEROD SUPPORT COLUMN METAL FRAME LAMINATED FRITT GLASS N� �- WELD AND GRIND SECURED TO METAL FRAMING SMOOTH METAL CANOPY WITH POINT CONNECTIONS. A 8 SEE DETAIL 7/ A-8.2 METAL BRACKET LOCATE AS REQUIRED HIGH POINT OF GLASS THIS SIDE ENLARGED PLAN @ CANOPY $ SCALE: 1 1/2"=V-0" C M U PAINT PVC CHANNEL ON SITE TO MATCH STUCCO STUCCO 1 REVISIONS EY SER: BLD'G, 1 MT 12-6-2000 ,. 3-9-2001 MT , n �U C O0 ` o d :3 �� e . ~ O r c 9 :2 4— Z a ro N M � v° 3 � a ro o r V A c� cu F�4®fie/ Date 5-31-2000 Scale brawn By Job Sheet of Sheet -4 14 q iSY15 in t 4 �'j SM �i —4. j.-te. 4 7 9 ev 4, i�y tz— :, � � .� - 1 , 1 , - _ , -1 - - . . 1. 1— � 11 1 �� I R I� 2: i., 'I"W't tt 'N Tj P R -5 1` 4'6. A�7 iti !Iv A -- END t"e I T ir— WALL;'RQQF"-, It" q! , 1,J E �R. 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L ,,� AT, Mil?,51FAN RF_AK� IN, BEAM�, 4., THE GENERAL CONTRACTOR 5HALL HAVE REVIEa9 AND-AFFROVED THE, (,5T KPLA E r USE 6. THE CURRENT NORK.LOAD AND PRODUCTION SCHEDULE OF THE -n4 )R�PEFE&i PRIOR TO DESIGN LOADS, r, - . OETVel�N SUPPORTS (F61, S,'Or_-_ MINIMUM "$HE YE REA 'THE OE916K TEAM OFFICES PROVIDE FOR THE ADDITIONAL S,HOF OR SV5MITTIN0,'FQR AJE REVIEA' R VERTICAL, BULKH HJ!� NTRA( TOR SHALL" _Ql/E0 BY TH It GkkAL o F;�EA 1_O(,ATIf SERVICES RF� CT14A ER�SHALL INDICATE (EITHER BY AREA,'-r,,O TAr PROJE NAG Col/ER LETTER OR. T' ,FOUR 5' IN OF . RA/. NO� SUBMITTED TdTHE RIZOUIREMENT5 Or ERIIM BY ARITTEN STATEMENT ON 7N TEAM FOR ADDITIONAL;, EACH SHEET OF 1,2 1 (5. THE 64 . AGREES TO PAY THE VESIC b BASIC DE51ON HIND!5PEED 100 MPH (STANDARD MILDINC, CODE) 1. ALL CONCRETE. NORK�SHALL CONFORM, jA DESIGN AND ISSUE THE DRAKWvS AND ALL V40RK TO BE NORK. FR16R TO CON5TRUCTIPWOR; FORM rHE5E P 5ERVIOr REQUIRED TO FOLLOHIW-! COVE5 StANDARD5 T EDITIONS), s FOLLONING, NOTE. _5HO 'T AND P THE _NTS ar� T�e THE FLOOR LIVE LOADS:' SECOND LEVEL PARTS 5TORA6E= 150 PSF REOUESTED CHAN605). PERFORMED MEET OR EXCEE REQU NOT-1315 - VOCUMENT5 IN ALL, kE5PECT5N. 5TATEMENTSHAl 6NEC PERMITTED ,L BE 51 AND RIZ R �16_ "OVILPINO COD EQUIR�MENT5 FO ONITAL $PAN �o AV PROJ OATE0 BY THE EOT MANGER- STAIR9 100 P5F. 5�-!�LAI RAD uSfA�bARP T04ERANC 5,FOR C�ONCRETE ON 6 'rbp, AT LEAST FOURTEEN (14) NORKIK(!� -TION AND 5. %BMITTAL5 SHALL, PROVIP CON MATERIALS, OF LIVE LOADS! �O P5F (PER 5.13.0. REQUIREMENTS) E� ACI Ill RO 9TRU(� 0 5 5 0, 'GRADE, _VIEK FOURTEENDAY 64� fH VA5 IN THE EKVKF_ER5, OFFICa FOR RE NO, 5TA -TICE FO 5 PR PHASED SUBMITTALS AND, 5 7E5 ARE MO ItL A TED% CONSULTING 5TRUCTURAL ENO PROV IPE GOK5TFJJ6TION I Y RETURNED. IFj;�Oyjut PR -R -MALLER PACKAG: MEA%RlNr:v, I Fog L a �l IL RFr )F'PROPER SUBMITTAL, EV, F;�SeL tAFFEOT CONSTRUCTION OBSERVATION SERVICES: .START F R 5TRUCTU NORETE THAT r I '' IN OF '�bvv Y -.,EJPT C, CLOCK KLL NOT Roof UPLIFT SEE BAR J015T NET UPLIFT REGUIREMENT5 RE EA51LY AND THE OKER%AL� BE RESPONSIBLE TO EMP OY A OUALIFIED ACI �04 "RE00 PRAO R INEER TO MIXING; lb. OAN. IN �04. T164 FO ARE! REQUlf;0 PRo6TQK 15PoRTIW A� OF _RLY; T)Eq. SPACERS,'( , AIR5,'BOL5TER5, ETd:, 05SERVATION,SERVICE5'OF THE STRUCTURAL PORTIONS OF TH15 E. ':ACI FRAC,'_ R HOT VEATHER TO'l P.0 bbbl` ALL'ASSUME FULL AS AN, � D: NECESSARY I ' -I. 'O T ORA(Ill 9 N6 QTE TH W PRACTICE FO Co, RM ORMAORK- AW.MAIRT� NTRACTORS,SH 'HE F PROJECT. T14E THE GENERAL CONTRA( TOR, AN�. %t OF SHOP NOS AND SUPPORT ALL� REINFORCIN&AN I R6P�k FZaVIEO, _it�b OTHE 5E"14, N OBSERVER SHAH PREPARE WITTEN CON!5TPZTIO REPORTS Or E STATUS OFCO -r N$TRUCfI`0N AND ANY NOTE12 RESPON$IBILI UNiRELIEVE9 DY REVIEk', VIM IN: O Or- CO RI aM T, m it' �,zTE*9,TOP Ofi COMP (M tp P ROPER POSIT ON IN0 FAB, WING" CRITERIA MICH REWIRES THAT ALL 'COPIES OF THOSE REPORTS 514ALL BE PROVIDED TO 54J."RECOM NOEV,,F`RAT CE FOR CONCRETE COLO, F F 6UIT: �QNM_ L`,JbjNT5 AT I N THE P NOTE: LATERAL HIN12 LOAD DEVON BASEL? UPON -COMPLIANCE AITH n5PEC 00( UMENTS,� FOR: DIMENSIONS; COORDINATION W OTHER TRAOE� I P A �ENr T TO, THE CONTRACT KS ,LO5EV DEFI( IENCIE5 OR NOR ItT RICATION PR6( &�5E�;CON5TRUOTION`TE( H f0UEs; SA ETY rYPE, SWF()RT VOCUM_NT5. L REQUIRWERT� OF THEIR M—E MM T(,,TI,P,.LE65 CONDITIONS, AND FuLriLw PerrAi ARE ��AITH CRV RECO E COMPLYING , E STIRLICTURE5 MICH CAU5E- FENETRATION5 IN THE THE GENERAL CONTRACTOR AN T ,T OF RECOR. N, EA( W DIRECTION' bi6�6t Ht�k,(�R, ARCHITE( FOWMRK' NDATIb EXTERIOR i CONTRACT. H. AV MANU� OFZNOR�ETE PRACTICE 7,f�\ 3UILvlNGv ENVELOPE, INC LUOIN G (BUT NOT T51 THRIJ 5 EVE Be -,USED k4HZN ( ONCRETE- 19 To BE EXPOSED TO, LIMITED TO); NINOOl'45, OOOR5,5TOREFRONT5, AS AF FRIATE Tot TYPE OF CON5TRUOTI P90 TER60 ALL, E _AJ5 NDITIONSt� R On_ M THE 'or, STA CURTAINKALL5, SKYLIpHTS, ETC. BE PES16NED BY A 1. CnI uMNUAL. NpAf;V FRAOTI( ,Ed Ll� SUFTFORT.,THE Yel&HTP WRMR BARS AT-60 E R, 5 FAL SPECIALTY 5TP4CTURAL,ENGI NEER AND ANCHORED IN BLADE N)LL PRO=E;0LCAN. If;q.q ENDS L� FOOTING�5, NORMAL jeteIGI4T,,REApYMIX PER A9TM., M �bAR: TCH, -THE ACrORpANCE WITH THE "COMPONENTS AND cLAquiNed 2. oNC SHALL BF_, AG6,REeATE. (4 Hou vAx GENERAL 60 AW ' 65A N5TRUCTION, BRACING, NOTE: 6ENERALSFRF,AV FOOTINO FOUNDATION NOTES: U" PROVISIONS, OF THE BUILDING CODE. iaA /JL IN'THE MOn—j IPORTIONS OF TH� BUILDINGS IN TH15 PRO(�T ARE DE516NED AS OR A. FORT T SHALL MEET A5TM, C-150. BRACED FRAMES. THE GENERAL CONTRACTOR ANO/OR SUBCONTRACTOR LAND 6EMEN SHALL PROVIDE ALL TEMPORARY BRACING AS 19 REOUIREV TO 1. MAXIMUM DESIGN FOOTINV50IL-CONTAOT PRESSURE 2000 P5F MEET AgTm. (,-3� (-3/49 MAX). B. A6GREGATE9 SHALL INTeRSECTNO- W U-- %5EAM9, &6. kTk boy"IEtS OFPUWMT To OEOTECHNI'CAL -INVESTIGATION AND REPORT NO. AI9 eNTRA�KIKG AGENT SHALL MEET A5-0.,cc-260 IHE�LoNrlp 4' �PA ESTABLISH"AND MAINTAIN TRUE AND PLUMB FRAMING AND �;114E,SAK 5 ZE ( INO AS TJ DRADE SHALL BE 414 ON ry (MAXIMUM 5L -ALL 5TP 0, V APOA PREPARED BY ANDREYEV FAVI' of;VE MEMBER PGT-Oo i�(7, DATED MTER REDUCIN L 2000, 10,AGE4T SHALL MEET A5TM. r, ORE HE LY 12 6ENERAL rON5TFWTION NOTES: STRXTURAL 5TA51LIlY OF URAL ELEMENTS (INCLUDING, Rbwof;�ciw IN TH CHE5)AITl4Ij/24B5.'QF F1'BER.1v �YFI'ROFYLENE FIBER EN61NEENK THF_ efOTECHNICAL E, ( ALCIUM 6HLopjpE SHALL NOT BE, USM. INHE MIX 0, INO., OF SANFORD, PL. FRAM ING, INTO THE XINT, BUT NOT LIMITED TO,5TEfL FRAMING, MLL5, OEAM5, COLUMNS, (A6, FfWU( E9 09ATION 15Y FIVERME5H 69 !SION OF 5YNTHETfi:�, REPORT CONTAINS WIL 50RINO LO65, rOU BE (,o PA TURAL PROCTO 'MAXIMUM� 51 DCOORDIMT THE RETE - 5TFlr,, ION OF AR( HITE( RAL, 5TRUCTWAL, MECHANICAL ETC) UNTILSU( H TIME AS ALL STEEL FRAME To KALL 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE51ON REGO�MWATfbN5 ANV, 5PECIF10 REOWREP �ITE Noti AppIN0 OF jeqATER TO MIX 14 FIELD- p�ACj:,A,,MINIKM Qp,Tv;Or (2)�:, .5 OAR� (U.jq�o) ON CONNECTIONS, METAL DECK TO FRAME ( oNNE( TloN5 AND HALL NO R` &TEO' TO, 4�� b F�, M6 b I 01i PREPARATION AND 51TEIeORK INSTRU-0TI06, THE GENERAL LKEADYMIX DRIVER SHALL HAVE� IN H15 kL FoOR- SIVES, OF- OPENIN65 � IN aONC DIAPHRAGM CONNECTIONS ARE COMPLETED. CONTRACTOR SHALL.' RtFEK70' THE, RE06RT FOR 5TRjrT 51TEKORK P055E55 ON; AT TIME OF DELIVERY,, KRh7EN R At LEAST 50N. BEYOND, tLEMENfq. BAR$ SHALL MNP AND ELECTMCAL TRADES, INCLUDING DETAIL AND REOUIRED AS A PART OF IWWlTIN6..BYTHZ O'R�j6T PE -'AHI64 ARE M THE READYMIX %PPLIER IN5TRX,TIONs AND PROCEDURES IN5TRU( TION$ FRO THE N-.: FANCIES BETkIEEN ORAIKIN65, NOTE: FRAME MAY NEED ADDITIONAL TEMPORARY BRA( IN6 TO TlriE�FA,66-61F OPEN 0 13ARR 1 E, R BETA I?IME%ION$. ANY DISCRE. 'OTTOM tTHE FOUNDATION CONSTRUCTION. VAPOR ETAILINO THE MAXIMUM AMOUNT, OF, KATER MICH DETAIL5, DIMENSIONS, ETC SHALL BE BROUGHT To THE RESIST THE %R6E (LATERAL FOR( 115) ( REATED BY THE NO 4PHIFACTEP %BGRAOE,�PROVII?E.EITH, '*,EYtq COLD �66 eR CAN BE APPE9.0 THE MIX BY THE, DRIVER IN THE O 5TIRIV:`S�A5 I 10ATED ON ATTENTION OF THE ARCHITECT IMMEDIATELY UPON 150OVERY. CONCRETE PUMP DURING THE POURING OF THE SLABS. TPICAL �FACINO OF TIE5 AN Ll 5HALL i5, BE PLACED AND COMPACTED IN SM6T 20" - 'IN EACH' AX ALL FILL MATERIA FIELD D). OTHE"� ISE KATER CUT cowkoL. joINTS, -A ILOKS, PER YA12 E THE INFORMATION CONTAINED -IN THE 5TRXTURAL D IN65 TH � FLA,K5 SHALL BE REDUCED BY�'50X- FOR THE� SPACE GONFOR * AK( SHALL NOT BE ADDED To T14E MIX AFTER LEAVING REOTION. 'SA4AI CUT A10�5,o�WA M 4 AITH THE 6CQTECHNI( AL REPORT PREPARED OR THE: 5 15, IN ITSELF, INCOMPI FTE AND SHALL Bf� USED IN IXT�tER THF, FA6� Of THMPPORTAINO THI::, FIR5` STIRRUP - 2��' PLACED AND Wo SLAB HIJ SUPp �THE: Ak. 156T. IN No )N5TAW FILL MATERIAL BE 'NAS THE MI.OHT, Or r: 5HAU THE BATCH PLANT'. GONjUNCTION AITH ALL CONTRACT 00amENT9 AND ALL I OR AND T�. OR T GOMPA( TE9 IN INDIVIDUAL LIFT OItPTHS_EXCEEpiNo 12 INCHES FROPXE`.0 THQVT,;� 6 -TED ON T SKVFI( ATION5, STANDARD PRACTICES, ( 09E!�, ETC. 55 5PECIF16AL', JQ DO 50_1N KRITINO 5Y'THE 7E C Ae,VRE6ATE.'�'(+ UNLE YgIFZECTEV CON� HE MINIMUM ULTIKA1 OMPK55IVE- ojs�b� ING 21. ERTI( � 'AND Hof�IZO L REINFORCING I HE PROJ�ECT GEO INSTANCESHALL FILL nTE,5H 'ALL HAVt T NTA 2. IT 15 THE E70LE RESPONSIBILITY OF THE GENERAL P vRAAlIN0 SUBMITTALS FOR ENGINE�E5. -IN NO STR pRAXNero SHAL OF THE�'FOONDATION (OR DE916N AND5HO STRENGTH AT :Z,�3 DAYS,, (V N.O.), FO R11-11- JYTURAL L Ba rOREFRONT5, CURTA TERIAL AND KAtRAL %po5Ape MATERIAL EXTERIOR KNVOJr6, DOORS, 5 INKALL5, MA MICH ELEMENTINOICAT�P BELON: CONTRACTOR TO DETERMINE ERECTION PROCEDURE, MEANS, -TC FOUNPATION9'AND/CR 5LA55 SK -7HT5, r I 11 . THE ELEMENT K4ERE THE REINFORCING,, LIC ON GRADE ARE TO 13E SUPPORTED) BE M.eMpS AND SEMEN 4 OF CONSTRUCTION. IT 15 THE SOLE ' m .0 ETO THAT Ja% OF MODIFIED PROCTOR BEAM, TIE EEM, NALL, QTILJZIW' CoMPACEO, To A CRITERIA LES$ FOUNDATION� �000 F51 HOOK EMBEDDEP TO DEVELOP THE, FUL MATE k8- RESPONSIBILITY OF T14E 6ENERALCONTRACTOR TO ENSURE THE L ULTI TEN$ THE STRUCTURAL ANALY5I5,5TRjk,TURAL DEVON, OC-TAILiN.5 AND F SLAP ON C4;�AVE OWON BASD UP THE PROJECT 6 4009 PSI COMMERCIAL LOADING., THE BUILDING AND, IT'S STRENG,114 0 tHE (V 0 MAXIMUM DRY DEN51TY UNLESS 5PECIFICALl Y DIRECTED TO 00 50 �'�LA5 ON GRADE. 500 P51 STRUCTURAi- STABILITY or STOREFRO 5 IN. ARITINO BY ebTec*ck ENaNEER. BAR CONNECT65 OF ALL EXTERIOR HIN006, DOOR- NT COMPONENT PART9 VAINo7 ALL PHA5E5 OF CONSTRUCTION. -5 MICH CAUSE CURTAIWLL9, SKYLIGHTS, (AND TIE DEAM 4000 P51 ANY OTHER STRUCTURE OF 5 TH&INCLUDE9, BUT 19 NOT LIMITED to THE ADDITION 22. VERTICAL 'I A PENETRATIONS IN THE EXTERIOR BUILOIW ENVELOPE), SHALL BE THE 3. ALL FQURW IN PLACE CoNCRETESHALL HAVE THE�FOLLOKNO - - KALL REI IN,p Ttb ON,T,He p IN05 ANY NECEEreARY TEMPORARY BRACING, 0-jYIN0, SHORING, TIE 4doo PSI WORCINQ 41 RM BEAMS ISHALL EXTEND FROMTHE FOUI�?A RE5PON51BILITY OF THE. FADRI(�ATOR/ERE( TOR. SUCH ELEMENTS 514ALL MINIMUM 2e�'PAY ULTIMATE COMPRE5SNESTRENOTH- Tt0K-(0R:PER NOTE NO, 21 ETC., THAT MAY BE REQUIRE[? TO RES19T FORCES SLABS,, PSI (PER FLAW '),T6 T �AfTHE� TOP, OF-r'-TH� L�`, N-01 AIND. THE ANT TO THE 'COMPONENTS HE Tli,'VEAH, KA BE DESIGNED FluR9U AND CLADDIN6' PROVIVON.5 BEAMS MONOLITHIOW SLAB, - MATCH SLAD CoNo., STRENGTH. ABOVE 'APPLIED DURING CON5,TRlJCliON, INCLUPI 'AVANDARV,A61.11 PE6RM.H00 (E K-5V 1?,� TO, E51ON SHALL BE PERFORMED FOMN05 - f'r, 5000 P51. ROVM, E or THE GOVERNING %ii_Dwo CODE: THE 12 SAFETY, OF THE HORKER5 AND T14E CONSTRUCTION, 51TE 15 THE -E Sl�kWH OF TH OUT or 4 RI! 5: 13Y A 'SPECIALTY" 5TRLyT`UR,AL ENGINEER HOLDING VALID CURRENT COLUMNS AND (OR) PEDESTALS - Pc, 4000 PSI. vEveLoF THE',FULL ULTIMAl PLAIN THE eLEMENT,K�ERE THE -RE ORrINO,QRIGI� Z5FOR51VILITY OF THE 6EN-5RAL CONTRACTOR. -HE STATE NHEE THIS PROEOT 15 TO BE !ATE� M12 INTO 0 REGISTRATION IN 1 BEAMS - f-a 000 PSI. NEITHER THE ARCHITECT NOR THE STRUCTURAL ENGINEER 4, -THE OMEK SHALL �ZTAIN THE 5ERVICE5 OFA OUALIFIED ENT5 DURING CONSTRXT 'D. THE DESIONE ACCREDITED TE511,61ABORATORY TO PERFORM THE FOLLOAK9 SHALL BE HEL9,L[ABLE: FOR ACCIO ION CONSTRUCT-;- R5HALL PERPARE CALCULATIONS AITH TH��TOF�Of` THE TIE BEA)4� HOOK A IV, ON-NQRK'FOR,TH 5 REFERENCE To At I APPLICA5 4. THE OMER SHALL RETAIN AN INDEPENDENT TE5TINO LABORATORY TO NOTE,:* ALLM LESTATE AND LOCAL CODES, ALL MATCH THE.veRTf( AL REINFORCIN0. LAP.SPLICE L�TH9, A,5o� ... T.OR5 Bloc) OF THE PROJECT. TE5TINOSERVICES:. HAVE 6 RR L OROJECT-SHA�.L 'U 0_itak 51� AS SCKQ 1 I I , m U4 APPROPRIATE KNO AND SEISMIC , LATERAL LoApINO AND AFFROPRIATE PERFORM THE FOLLOKW t5TS� Tke PLANS. 12 PRO AS.IATION PLOR112A (�o ;Rel'E,AN 3. THE GENERAL CONTRACTOR HAS THE FUH RESPONSIBILITY FOR. SERVICEABILITY CRITERIA. $HOP pRMNG5 FOR %(,H El EMENT5 SHALL A. 5AMPLINI& PER A5TM. C-112 LAYjN6.'oUT'FbUNOATIN PONELS- FOR S,,A,i5TRU0TWA BE SUBMITTED TO THE ARC,HITECT FOR REVIEN AND SHALL IN( LUOE ALL A. ONE DENSITY TEST FOR eACH'15oo 5WARE FEET OF SNOTE., NHEN A pRoVIpIN6 ANY AND. ALL BRACING NECESSARY TO MAINTAIN B. SLUMP PER ,ALCUL -UNIFQ FURTHER 5TRON0 2*6�6,,:THAr, *JYIPUAL, DESIGN CRITERIA, REPRESENTATIVE ATIONS, REACTIONS AND CokpACtEp 9JE35RADE OR COMPA6TED FILL. &RfICA-1 lek LY RECC o. ( ol�FRE!55IVE STRENGTH PER A5TM. C-31 4 0-311. FOR RMLY ,A( ED L STABILITY ANO'VRU6nRAL INTEGRITY OF KALL5 DURING AS TYPICAL CONNECTIONS AT ALL CONNECTION POINT 5. ONE'QEN!�ITY TEST AT EA( H COLUMN FOOTINO. 5, ETC., AND SHALL BE Pt I FlRi� �A T CON5TRIUCTION. RETAINING KAI.L 5 (IF ANY) %ALL BE EA( 14 CLASS OF CNCRETE FOUREP, PROVIDE ONE, SET OF NF -NED SEALE RAL ENGINEER -_KALL FOOTINC2, OA, OQ 5OWY� 5 FEET OF 5PrIF1�0 AT,KW �,OR 4 OTH R MA SIG D AND oATEE) BY THE 'SPECIALTY" 5TRUGTU C. ONE DEN51TY TEST FoR.EACH FOUR CYLINIPPR5 FOR EACH 50 CUBIC YARDS OF DURING ALL COMPACTINO AND BRACED PRIOR TO AND -OF, NAL�S�, COLQM ,TIE Mo 15 IN RESPONSIBLE CHARGE OF THE DE910-N. V_ 51�E (�AST IN PLACE CONCRETE NOTES FOR CONCRETE CONCRETE OR, FRACTION THEREOF. BREAK ONE CYLINDER f3ACKFILLINO,OPERATION5. RS ETC'., THEN LO( ATE'00�tL5 TESTIN6,,REOUIREMENT5.� NE AT (2b) DAYS At (5) PAYS, ONE AT 0) PAYS, 0 N AT THE SIFF-61FIED.0mimum UNIFORM, I., ALL MA50NRY NORK SH -L ot,06kM To ,AL AN12 HOLD THE REMAININ6 IN RESERVE. IN 1XV4EE y THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL 4. �M ONE COPY OF -ALL TEST REPORT RESULT55HALL BE SENT 5U] bPE ,A DIMENSIONS, PRJOR TO BEGINNW ( ON5TRXTION. THE T, STRUCTURAL ENGINEER, RES' ANP� ACI- U. n9d IONS AND TO THE ARrHnC 6-q5 /JM5 OIRECTL L cooRoINATE'ALL 12IMEN5 ONE COPY OF ALL TEST RE%LTS SHALL BE SENT CONTRACTOR SHAL GEOTECHNICAL ENGINEER AND'aNERAL CONTRACTOR. 23.,- THE MINIMUM DEMI No OF R 01T, STRUCTURAL DIRE( TLY To THE O�,M �ARCHITE QETAIIF9, QT ELEVATIONS NITH THE ARCHITECTURAL DRAKN65. "SPECIALTY" qTRXTURAL ENGINEER: NEER AN E 0 GENERAL CONTRACTOR; IMMEI21ATE�Y UPO e N&T EKOI A�L Hc nTe, MASOWY,� URIT6, 5 5. ALLR GRADE fq 60 K51 AND SHALL e 'MA56W KTENO 6W - , . - _FINFORCING- BAR $HALL BE N N A, Y, 1-LH LOAQ_5EARJN5 60N�,, H oETERMINATIO O RESULTS. 5EAM BEAP-- 0 BE IN ACOORPAIZE SPEC , IALTY ENO VM SHALL BE PERFORMED BY /IOC- CONFORM 5TM. RMA fk6T. Ea �C, 0- T 5. ALL MATERIALS AND NoRKMANSHIP SHALL MEET A5TM SPECIFICATION A415 (51), A� 'A I';. L719TAW,,Z OVER' ..... . STANDARD BUIL12INC ;�ITH THE KNO&FD6EA5J_E PROFESSIONAL ENGINEER5 MO'5 P1501PLINE SHALL COPEj lqcM EDITION. :ktkt TO THEY NG, IN CONCRETE SHALL BE r 5ROUTED (2LLS.AP ISRE �OF ALL REIWORCED AtV:r I 112 REGISTRATION 5. 'ALL MILD REIRFOR61 - BAR USED MA50W� OPEN 0 aESTRXInRAL THEY 514ALL HOLE) CU�RRENT VAL A,REINFORCtv AVAILA LE)-� b. ALL FOUNDATION REBAR LAPS SHALL BE AS SCHEDULED ON THE I EFORMEp BAR CoNr-oRMjN&_T0 A5TM, N, THE IN THE STATE OF FLORIDA AS PROFESSIONAL ENGINEERS. THE %RES AS GRADE 60 KS b THE GENERAL CONTRACTOR SHALL ExEROSE SUCH MEA CIFIC, 5TRI)OTURAL ELEMENT AN9 5TRENOT . H THE FULL PRANIN65 FOR THE CONCRETE Slj�?ORT, EXTENPHE, BEAM ARE REOUIRM TO PROTE( T APJOININ0 PROPERTY, GENERAL CONTRACTOR AND STRUCTURAL SUBCONTRACTORS ARE SPECIFICATION A-615 (51). ACRO55 T 5MOTURE9, FA ILITIES AND UTILITIES FROM DAMAGE HiE SUPPQRr4ruLL' EiANa of B , M,,ON �tA HAyIW ADVISED THAT THE ARCHITECT AND STRUCTURAL ENGINEER OF OF CONCRETE TO BE POURED. LENGTH OF s,TAa0A,RD GREY Ka K. A MINIMUM UL.TImATE'eOMPRE66iVE' TM EW.7 ACRO5�1 OF O. qO _Tl 'N (0. NOTE, THE GENERAL CORTRA6TOK 5HALLOELIYER TO, THE %PF OTE- ALL,GQNTINV%5.L BEAM DURING (4N5TRUOTION. RECORD SHALL HAVE THE RIGHT TO APPROVE OR DISAPPROVE ANY ORT). ORNER BAR5 To MAT(�H SIZE AND COUNT OF FOUNDATION �KtNO FUL_�-L TO DO SO OY, CONSTRtl( T16N 51TEj AS 40 4 . I T 1. PROVIDE rl TH, INDIVIDUAL5PECIALTY ENGINEER, NITHOUT INCURRING ANY SHALLE :THE UN T 5EAt4 0: SUPPORT - %ALL NOT DElE55 446 �Ako 1"� 150d PSI 1. No MODIFICATION OF My STRUCTURAL MEMBER SHALL BE LONGITUDINAL BARS.r THE AJVHfTE6T OR 5TRIJCTURAL EN61NEM AS MUCH ASI.AN LE'NC7,TH OF _5EARIN6 OF, ADDITIONAL COSTS OR LIA131LITY To THE: OMER THE ARCHITECT PEPTIj OF BEAM. STRENGTH E-THOD. + NO.' REBAR AND. TAM PERMITTED kqITHoUT FIRST OBTAINING NOTIFICATION IN OF RECORD OR THE ENOINEER OF RECORD. IT ML9 BE PRUDENT AODITIOVL 118� TON OF STOCK LENGTH THARITINO FROM THE9TRUC a. BUILDING DE$IGN PUR5UANT TO THE *1 EDITION OF PROVIDE SUICH LABOR AND (5iROUT AS 19 NECESSARY TO TURAL EN61NEER THAT SUCH FOR THE C TO SUBMIT THE OJALIFICATION5 OF THE PROPOSED TURAL,- MECHM STANDARD BUILDING CODE. INSTALL T14E REBAR AS pinqrEq,� UNUF,,E,D'MATERIAL AID 24. SEE ARCHITE(� l6ai'AND ELE6TRIOAL�b"w6� �,A T -JOB, PRIOR To DELIVER 'Or , NY -HE ESITE, THE CMUSUPPLIER 5 ALL, M,VIOE V RI JOATIQ OF FOR, LOCATIONS -OF EMBEDDED-, MODIFICATION IS PERMIS5.15LE. TH15 INCLUDES ANY 45PECIALTY" 5TR V'TU7;0L EWNEEWS) TO THE 9TRly,TURAL REDITEP To. THE OMER:AT THE CONTRACT. MODIFICATION MICH MAY ADvEj:ZSELY AFFECT THE5TREWTH N5 PRIOR TO paFfoltsSid ENGINEER OF RECORD, PRIOR TO FORMALLY ( ONTRACTIN(q FOR SUCH LA13OR 5HALL BE 6 ITHE TOR SHALL FIN 12 VERIFY ALL DIMEN510, ks� Aw IN �MA_c-,QNRY UNT STRENGTI4, p TN OF THE MEMBER. c -RyIcE5. THE "SPECIALTY STRUCTURAL ENGINEER 15 CAUTIONED q. ONTRA( UNIT PRICE. BOTH, Tl��, THAT At TE ELEMEK BEOINNIN6 FOUNDATION WN5TRUCTION. rS',�REOUIPEP-pY (�THER, AREA, ErTIONAJ _.'T, - ,MUl'S: 4-44. � FER C "4H. L suBMrrTAL5 MUST BE PREPARED AND S()BMITTEO IN 'U" Ok TH�, PROx 'T, `ALLSMOOT�ll VELDED Viln FABRIC To BE USED FOR CONCRETE 0 PIPES; RT ING5 FOR FINISHE12 FLOOR N' Nb t. REFER TO THE ARCHITECTURAL ORAA AND TYPE OF �UKJT TO 1315� 5ED; On, 9ATION5 SHALL W ACCORDANCE AITHTHE GUIDELINES PUBLISHED BY THE FLORIDA SS SPECIFICALLY DETAILED OTHEM5C, FOUNI A �F P IN 13EA,�S, 15T�, LOCATION OF DEPRESSED AREAS. fo, UNLE REINFoRCEMENTSHALL CONFORM To ASTM.- Ahl? ANY TYPE HILL BE KRMITTEi eR i4i�ljo� TnT�kFQkt6, FROM AN ELEVATIONS, SLOPES AND DEPARTMENT OF FROFESSIONAL REGULATION, BOAR12 OF V I FICATfoN, �,HALL-, 1HEY 9YW 5 'INM A TMN APPR Nr BE LO( ATEO AT THE CENTER OF KAL1_5 ANWOR COLUMNS MICH BE FURNISHED IN FLAT �Y'TK EW ZT9 (RATHE q R, r OFJ pROFE55loRAL ENoINEEF5 IN RULENUMBE TE-!�TJNO LABORATORI COMPARE NITHSTRIXTURAL PLA,N5 AND DETAILS AND REPORT :R 21H-lq.001, 'RULE AID RELcoL*Nsok KALL9 Y OF PLACEMENT OF FORT. ToLERWE FOR-ACCEPTABILIT 5WK\4 ON THE �HOFI DWI MA ANY OISCREPAN( THE AF ENGINEERS'. SUP ROW-9). FAER16 SHALL Be PLACED ON CHAIRS TO INTAIN ZHITEOT PRIOR TO -to� 31-le'!5upp 9 IE5 TO 5TATEMENT5 ON RESPONSIBILITY OF PROFESVOKAL FRO kt&iREMEW5 ANCHOR BOLTS, ( OLUMN Voka5, K.ALL DONEL5, ETO.SHALL BE FABRICATION OR INSTALLATION OF STRLWURAIL THE PROPER LO�ATION kTHIN THE CONCRETE. ALL'VNIT5 C-OWqi�w THE RESFEOTI� A61 AND/OR WILDINO I APPROVAL By 'JiNEefq ONTRA� AFTER 6ovERNw BY THE APPROPRIATE AISC, P5 FRO SPE MORTAR SHALL BETYFE�5 a. ALL REtNFORCINO QETAILS SHALL CONFORIvf TO ACI 315 CODES. 'ApCogRpiNAT�'Ti,4E INSTALLATIoWo EMDEPOW RE FirATlb� OU!5 -TE. A5TM.,, q. 5E�TION5 AND DETAILS ON THf! gRANIN05 ARE INTENDED TO ITEM$ PRIOR TO PLA41NO THE, CONCRE LATEST EIPIT'ION, '�MAWAL OFSTANDARO PR, CTICe, FOR A AND SHALL �ORKJO MAT C,E-K T, UNLZ55 0 vrq COMMovATE, SHOP DRA/ RE '6 0 RE 0 TE $HALL�* BE K 'k OA6- T NED )$ rH-1 HYORA�tb� cz BE TYPICAL AND SHALL APPLY AT ALL 51MILAR LOOATION5, II. ki-EN LAYING OUT UNIFORMLY SPA( ED REINFORCING 00viELS, FIRST �V�TURESI'OJXO) . I I I "� 'r;��'.,. I I I OETAI REINFORCE'q CONCRETE ING %BMITTALS: LOC .�ATE poVeL5 9-�ECIFIEpAT HNOQki OPENINGS, DOOR OPENINGS, 25.,. GENERALLY, INFOR JN6�'�H,AUL:NOT- ,TAIL5 ARE SPECIFICALLY NO PER T14ER 5ECTION5 AND OF LIME. -A ASA" PILASTER, ETC THEN LOCATE THE THEINSMLAV( ws,,� /OR. ENDS OF KALL5, j�OLUMNS. HELA).±D FOR THE RFERENCEp MERE, IN THE OPINION OF THE CONTRACTOR, cf. LAR 5n(CE LENGTH5 6HALL BE AS %, A 144� L A NFORMATIoN 15 UNCLEAR, NOT PROVIDED OR PERHAPS �CIFIEL? MAXIMUM VNIFORMSP �ACINO. A RAL OR5 IN BETKEN AT THE: �pE (I H OF 0 IcRev, to 5PEciplo 5TFL�Tu ELEMENT TKNOT SHOP DRAAlIW5 ARE AN AID FOR FIELD PLACEMENT AND ARF5UPER5EDEO L,MI NTENTIbN �TO 120 NOTIFY THE �5TRLY, PiF USE IN Fir, I INO�,OF CEL .12 IN CONFLICT), USE A SIMILAR. DETAIL ANWOR MORE ( 0511-Y IN 0UE5TIOK PROVIDE VROUT -ULT iMATt�:(,��PR DETAIL IN SITUATIONS OF WWLIC IMMEDIATELY AFTER BY THESTRXnRAL DRAHN05, IT %JALL BE THE RESPONSIBILITY OF H MEASURES AS 'ARO FOR MAWKRY BEAMS A MINIMUM ,ONTRACTOR $HALL',EXERCISE SUr ONAL V�AJR T 12. THE FOUNDATION M MU EACH 51VE OF FTHE aNERAL CONTRACTOR TO MAKE CERTAIN THAT ALI CON5TRU( TION 15 ARE RltOUIRW TO. PROTECT ALL ApjaINNO BUILDIZ-5, A Rc? m ,OyERy OF SUCH SITUATIONS, CONTAICT THE THE 015r �O, CONCRETE COVER OV`ER REINFORCING SHALL BE AS Fal LOV6 5TREN O-TH 0 �000,05('�F? R��QLF*-igT' TR 5HA '' BE mA H, 51ZE Or- OR161RAL N12 LEN TuRAL PRAAIN(55. REVIDi STRUCTURE$, FOUNDATION$, FACILITIES AND ES ?, IN, FUH AGREEMENT HITH THE LATEST5TRUC UTILITI FROM,. LL G SHALL BARA ATE� k �16' O 6�, 7ANCE. L ARCHITEOT AND ENGINEER FOR GUIL ..AeORE65? E P 7RQ, DONE TO AT LEAST PROV 5.5"W,TENVON LAP RF_SULT -;UNDER L,A,RGER BARS) FOR No A. FOU Ilo, AX OF SHOP FA%BRIOATION AND ERE( TION pRAKN(v-5 BY THE AFLHITECT AND SUSTAINING DAMAGE MICH COULD' FROM NORK NPATIONS.'3" M EAC 5112 W, MIN,.ANL 5TRIZTURAL ENGINEER 15 FOR COORDINATION OF REV'151OR5, ) � 14 E OF THE BAR�' lo. SPECIFICATIONS INDICATED IN THESTRIJCTURAL CONTRACT TH15 CONTRACT. B. 6aUMN5:. I 1/�" (2" "T � _ , � , 7� " IX; I THE 6� LARGER DAF,$) IINTERF-RETATION REGUESTS AND FOR VERIFICATION OF THE FABRICATOR'S 6 AND DOCUMENTS ARE TO BE CONSIDERED MINIMUM ACCEPTABLE OTE-.,Appj TO BEAMS: 1 1/2' (2` FOR No, "AND N(5 OF UNDER,5TANPiNe OF MAJOR DESIGN REEWIREMENT5. IT 15 TIE 15. THE: CONTRACTOR SHALL PROVIDE SUCH, FUNDATION5TEF19 AS ARE 'REMOVE TFA$14ND DEBRIS FROM FQRMAlbR'K: AN-D vOfRbu6HLY R CRITERIA AND MAY BE,%PEF;ZSEDE0 13Y MORE 5TRINOENT -AW LA THE MIX N RESPONSIBILITY OF THE 'E( 1155ARY TO PERMIT ALL 5ELOA GRADE PIPINOTO T ATELY PRIOR TO FL RETE IIGENERAL CONTRACTOR TO APPROVE FOR5AME AS PA55 THROUGH L45. 1 1/2' (2` FOR NO-6 Rej�R'BARS) , , -k EADY THE ARCHITECTURAL ION, AT THE TIM-P OF DEL TIEWN5 CTO CRITERIA REO)IREq AS A PART OF ABOVE AND, IN ADOIT REVIEN FOR DETAIL DESIGN FwAREMENT5 E. SLAB 5; I� (INTERI 1 112 THESTEM (rOUNDATION) AALL EeTMEN THE E30TTOM OF THE 5LAa FROM THE IZONTAL %RfAiCE5 OF T6 Mf AND DIMENSIONS. A/E REIE:k4 KLL NOT COVER 91MENE Y 1. TH 2LA _6F CONTRACT pOCUMENT5. AT Ut5 ?ION5 OR DETAIL ON CPAQE'ANb THE TOP,OF TH ' E'FOVNO ION. PREFEWL CONCRETE SHALL BE CEP 4THIN qO WN, NM. AMOUNT OF 114 DESIGN RF_aJIREMENTS,5U6H A$ LENGTHS, GUANTITIE5, ETC. TH15 OSED Hop ATCR TIME, SHOULD BE A MINIMUM or FOUR,11,6E5 OF,5olL OET�tr I- PIK BE OQATW HITH A 'DRIVER I I -5 THAT THE SHOP ORAAIN65 ARr_ CORRECT NOR 5TFWoTURA� TH9' REVIEV4 NEITHER GUARANTEE AND L30TH THE BOTTOM OF IK:5LA5 A E,TOP OF THE BOVE AND TH 15, NO VlAtR SHALL 5E- TO. T -H, qjALI�y CoMMER DOTHE, A INFERS THAT NGS SUPERSEDE THE 5TRUCTURAL Hib ( JAL GRADE MTER PROOFING , � I THE SHOP pRAA FOUNDATION DELOK STEPPED. FOOTIN& DETAIL, IN ONE, cONTINUoUS "AaKT, 26. THE, CONCRETE 5 ALL BE PLAC R LF THE! 5A -6. A/E REV15q KLL NOT COMM ENCE UNTIL Al I OF THE I)RAAINC FOUNPATON5.sHouLp BE LONEREP TO OPERATION, BE NOTE TO GENERAL CONI-RACTOR: FOLLONINO REoUIRr_-MENTS ARE 5AT19FIEI?l ArWMMOOATE PLUM13IN0. THE CON TRACTOR SHALL REVIFASUCH ti. FR6�lpt MINIK, m. I&GA6E GALVA 9. ALL RE13AR 9HALL,M�ORADE.60 1<5t--,�,12EFORMEP BAR WNFORMINC7 51TUATIO)sIS NTH TK 5TRJ( ,TURAL ENGINEER AN17 COORPINATE'AITH NIzEp (oRRueAT I _" ED 06VETAIL ENT'LMAWNRY To 21. THE CONCRETE SHALL BE poupEp By PUMP, OR BUCKET AID IT OF 5E AND T1140 ANCHOR$�AT 1611,0.6. To CONNECT ADJA4 TO� A5TM 1. SUBMITTALS FORM SHALL INCLUDE ONE SE _-PIA5 SUBS AV MATERIAL SUPPLIERS.': SHALL M CONWLIVATEO IN PLACE U5IN6 INTERNAL OC)JMENT,5 M PICT CON5TRX 'TVRAL, ELEMENTS. PROV DOVETAIL ANC HOR 15TRXTURAL 0 TION TYPE, CONCEPTS, 5ET5 OF PRINTS FOR REVIEA AND FILE IN A/E OFFICE- THE PROV MA�OKRY KAj4, F.;ONF IpE HdRIZON�rAL : , �; . TE -PANCIES PHASES Or EXCAATION, HARPHAlZe ITH DIP GALVANIZED FINISH, (A5TM A 1��, XJNT PROCEDURES, DETAILS AN12 PRACTICES, ESTABLISHED BY THE SEPIAS AILL BE MARKED To 11,01CATE ANY No -0 OISCRE 14: DURING THE CON5TRV, APOER TYPE 01( AL� 'O. THE CONTR IN SOME INSTANCES THE ARCHITECT ANWOR THE 5.6. FOR RY CLA% B2 (1.5,, OZ� PER 50, FT)), (PM)�ALL'OR I �; MAW, ENGINEER (AND AND OR ERP AND, FOUNDATION CON5TRUCTION, A 5oILS TF 7LABORATO ACTOR SHALL BEGIN CONCRETE CURINOdWEDIA WY: KAU� ,Of7,5. THE SEPIA5 KLL BE RETURNED TO THE r -STING LL BE RETAMD BY THE QKeR TO -FROVIF, -AND EXTMOK LONOITWI� PRINTING AND DISTRIE THAT SUBMITTALS MADE IN )E CONSTRUCTION �R_f: 66MPLE�E WING OHf_R) DURING THE VE516N PROCESS,, SHOULD THERE BE ANOTHER UTION. NOTE AFTER r L ION I) MEMBRANE FORMING e k.6AC4 �KRI -ERENT MY FORM OTHER THAN THAT REGUE5TE1? NI" 'TION, I PROVIbjkE0PREl,e COK5TRIJlCT SOLI �r,LIOV VANIZW KlW A5TM AILL BE REOUE5TED FRO TLY 12 IS'TO VE, IFY THAt;ANY.CURIW 'OIRW EXPOSE -TO EITHEKTHE-kEAT APPROACH TO SOME PART REVIEN To 1�%n AGENT 5 A,�O 0 1 RECTEO AND OMPLIANCE �IITH THE, ICULAR OETAIL(S),OR SOME OlFr kJITH Ml( H -TURNED To O.C. kQTHOUT ANY REVIEN. PROPER SUBMITTAL IN CAST IN PLACE�CONCn ,1,341� X','6W Sj� PRQVbE HOT'910-G� FI 15 At4 0 .OR(,, (lON5TRxTION FRACTILE5 'T SHALL Be IMMEDIATELY NOTIFIED OF PE 15 COMPOUND A -�Oq. � GONTR R MICH ARE PREFERABLER RE M G.Cj AND- NO ACTION AILL BE TAKEN JREOT� THE THE CONTRA( TCR HAS HAD, Von EXPERIENC E; HE 19 EN( %RAGED To DOCUMENTS. THE �ARCHITEO NV.5HALL MeeT�A5TM. A 153 C L Imy OBSERVED CONDITIONS MIOH An AT VMIA� KITH THE KR OR IN 12 F, QV W� EFABF CORCONTACT K714,501L AWTHE OTHER�5112E Omg�:HITHIN� !�S THESE NITH THE ENGINEER. IN ANFFORT TO UNTIL PROPER SUBMITTAL 15 RECEIVED. HIN THE FROJLFCT GeOTECHNICAL FINISH PF Z11CAtED. 66 NER5 AIND OR, TEEc, COMPATIBLE. �q NTINUOU O45 IN )I( D A �Aq NO . . I i PISGU FIEI CONOITI j: ATE IT �USED MA50WY REI r:Q D SPACE. ACCOMMODATE THE GENERAL CONTRACTOR'S PREFERENCE, SOME OR MATERIAL6 REPORT. TO BE [��TALLED ON THE, %RFACI� OF THE �A,01 f4c L,5E �A MfNIMUMor 'O CONTNWAT ALL OF THE pE$IREP CHAN�E5 MAY POTENTIALLY BE MADE IF ALL NOTE,. FM59 SUBMITTALS ARE UNACCEPTABLE AND AILL NOT F. LAP" -TORSI ,Qj,�61BLE FOR THE I - J,, - . I .09 COKCRETI� . I " - " . I E, 7TH� � oNJITION5 ARE BE REVIEAED. ACENT TO OR 13. THE GENERAL 6ONTRA6 P LEA5ToNE.,CR_.-,, QN.LY) THE F 4kL BE RES NOT NECE$5ARILY OLLOM6 r 15. THE CONTKAOTOR 19 CAi)rIQNED T14AT EXCAVATIONS ADJ OF (DiT. PROPER. E r I N,b�,ALL NECESSARY ?E$IGN lANc> OR,NE&Y CONSTRUCTED FOUNDATION55 -L NOT N A60EPTABLe..AW PREFERRED, e UNDER EXISTING HAL YET CURIN611 IS ANY DAMAGE P�n HORING�, ALL BE 55 SHALL NOT BE PREPARED UTILIZING REPRODUCTIONS tlEq AND THAT THE 005T FORM SHORI AN THE DESIGN SW TO -T TH11,116, INI SL ,,H' 0 or REPAIRI 5 CURE'HA5QW AO�IACENT CQNRE_E 2. SHOP ORAANC BE PERMI D'OF 6,UI N C, Fo MA 0 BY M ENGINE17R.aRRENTL REG STEREO IN T14E ONR gql� ANC 1. REOUE5TED d HANO�(9) ARE ACCEPTABLE To THE OMER OF THE CONTRACT DOCUMENTS. 9XH SUBMITTALS ALL BE AND/OR SETTLEMENT RESUILTINO-, FROM SUCH EXCAVATIONS KLL BE PERFORME :THAT LAB:' IR GL\ AM,zw opyFT,�j TYFE, �OR"ATED TK,5URFACF_ OF THE 5 RM TTA 5TATE 0 - INTEWED e PLACED AT, 161 RNED �iITHOUT ANY REVIEN AID AILL REGUIRE RE5UBMI L. ON-�TF;W( TjbN, OF THE PFO�&T AN12 2. REQUESTED ( HANc7E(S) ARE A( CEPTABLE To THE ARCHITECT OF HIS/HER F;�-:5PON5113ILI�Y. .F J�q FOR, AT LEAST 4 12AY5 K TH '1' 'h4 0-YETA C BVF?4_AP'oR POLYETHYLENE, �ANII N SHALL,BE�AKH15 SEA TI)RE AND �IF c,�L Ef;�ECTION PRANIN6, ANP'5 6NA ALL 12' TH01 TLY REOUCE� V�OPME, ( HANGE -,�PTADLE To T14E 5TRVTURAL CSSB2,0 Ni�L, GnA 12 DRMlt,65 MUST BE cOMPLETE, NOT PROGRESS PRINT51 3, REQUE.15TE9 CHAWvES ARE AC 3. 50MITTE THE �DATE. EREO�ION ORM N�o %5MITTV9 SUBMITTED QRANINC6 MUST HAVE BEEN CHECKED, APPROVED, DATED, TO THE RE5126N�IBIZ MILDIN&AUT14091TY W-10E RE EN65INZER Or AND INITIALED BY�BOTH THE VETAILER AND THE PERSON IN 4, REQU GHANOE5 CAN BE, J)5TIFIEV USING RE5PON51BLE CHARGE OF FINAL REE-VIEV4 AND APPROVAL OF THE 5HOP QNT ON� IMA�ONRY OESj?RAkiiNc6 IN THE FABRICATORS OrFl(�E. S'C AN BE`INVe5TICATEv, DESIGNED AND REAE5TED CHANGE I :� . " :_ m�� - � � 15%EP IN AREASONABLI5, TIME FRAME KTH RE5PE( T TO, THE THE PROJECT. Lu CON5TRXTIQN SCHEMLE OF URA SE,:D Y -ONTRA T O' UqAqT T tRAWING x Q.0p ",6F 013 ANT PORTIQN$,'� IS,: BY: C NL I kt E y _7 4"&, f S ;4, EL PIPE COLUMNS 5HAL "r A -L -�Q� FORM 10 ASTM 015.T 5HALL� 51�� H -ML12 ON VED �K_N RW'91- FURTHER(ItHE VQYfL SHALL NOT, BE BENT 5W)RV M�.NRY TQ�AVJAGENT 5TRIXTURAL, 5T= NITH AD ALL. 5YANDARD -,5t A NC DIAMETER31RIANOULAIR TIE A ;Z-iIGA ON -1.6TADLZ HOR ROPS W 51 j IPPEP 'AND 5T L I TM A 17�P!55 E OR E MORE THAT ONCE AN95HALL NOT, BE SENT E. SHAPE.' SftCIFICATION.�4,01 (F94 KS) OR, roUNbAfI6N P 5jpNay�Fk A,CURV QNTCM� 04CK�5RALL'a NS TE FOR 12EA17 _oA 'OF, A PE WJT 121P SHIA FORTINQ MEME3�RS.,, S 'A ( A4 ALIONME ObER 110`61IRCUk�Ako',514ALL A 0� 12tFLACtl6k Y' MAX( lik $PA PROVI 00AE-19 Ivl 6T BE 6 ROM I NT f OALVAN;12t� PIN15H ON .1" CLASS IN: E _-55K5,i). -,. - . I . - 1, 1 1 . I ' H . , - PRELIMIt GRAD 5 (Fq� 6T'6ki THtIR SfI2E5j WTTO AR ALL AN614OR HAR�IARC (A5TM A' THE JOIST RE Lt L, DE� F CEP, A NOT LL� H..Y "REA4 TEP, POSIT NHEN LA.YIN6 KNE ICE FOR -T OUT FOUNDATION PONEL5 FOR "UNIFORMLY ALL 5TRU6TU.R*AL, STCEL, "T ANPS+4� -A 4. HIS: R, R!TO:.5EOJ N--,,O E 5HAL " 11 c N5 CONFORM TM IND Jo PAGEP� AALL REINFORCINO, FIRST LOCATE, bbliELS A -AL TIE -Y- NOT- ATION A-500 $,RADE 4. Nr E) (Fp,46 r6l)' BAR Ou 5TRAP5 RE!'PENCRALL PE 02L (1�5 IRE. ikay i VE HIRE�11E$,SKETMET, A146 ANC AT ONDOH; K I OTHER MASONRY: i;E.12,,:F NpATIO. 4 f.#,' 6IFI 'A ePi,� FRO LIUMN5, PILA5TER� TIE Yj?E5I6NW'FOR,_�-; a HAV]NO k0f PIP GALVANIZED FINISH, (ASTM A,153 CLA-1- OPENIN65, ENDS OF AALLSC�O SPC L 14, UNLi4oTirieonw-N ANCHORAGE 12 N ALL ANC ENTERE �HOR 5OLT5 5HALL-CONFRM TO AStM SPECIFICATION A-56 App LIE 9 4ONCENTRATC0 0 5 AV, $1, 12" IN CONCR47- FIL OZ. PER FOR ALL' Norr c, COLUMNS, E:T( , THEN LO( ATE THE Voy4i�t5 IN BETVeE AD;Ompt,MLY IN MORTAR OR 0 NO. CONCENTRATED LOAP5 M EMFLACEQ� ROUT.' APERE AT THE SPECIFIED MXIMUM 5FACI �'T C,O.MPLETCL,( EMUEPPEv IN TIQRAL� 10f3' M LOA T'TO 4. Abol MEMBEJR� MORTAR OR r 7ALVANIZE9 FIN15H SHALL BE A� ?TTi A 641, FRO _b:FOIK Co CRETE To,: 6. ALI L 5TFVCij RAVE-2& DAY ULTIMATE, 0 y a STREN$,T) 4, PROVIDE 3000 P%, og 400Q, PS 1, PER, P� �J, CLA-55 3 OZ' PER 'UNLESS SPECIFICALLY PeTAILEP TO'BE MORE HEAVILY P HALL BE CoWoRM To- AS;* 5pCoOicATION. T TQ 8 ALIzEp a EINFORCED LOO VERTIC :A 120 K51)i (U.N.d. TWE FOLLONING, MINIMUM AL REINFoiRcING IN AH ( HORP 5TRr NR NALL5, -1. 'H5A' HEADEP STUD N IFIED ACCREDITED MASO' ANC , Hb SHALL BE MADE FROM COLD FORMED ORO 10. THE, OKIER SA�LL RETAIN AN INuEPE ppiT OJAL DAIR� Tq: MMT A TESTING LABORATORY TO PEkFOR14 T14E FOLL NELPINO OF JOIST 5EAT510'SUL SUPPORTING MEMBERS., 04NO TESTING METAL�ROOF-DECKFA NIN(5� R 'M M MUM ULTIMA �LP 5TRE. OTH T To ALL MASONRY BAR �TOCK r,6NF6RMjW,- TO, AST. 5TT ��A. AojAcn KAL-I OPENINGS - I No. 5 vERT. A1_65,61RAPE5 1010 THR) 1020 A) INCLUSIVE-A5 MANUFACrTURW BY NCLWN'Mq' 5. EXTERIOR -a INCH KALL5 I NG. 5-\/ERT,AT4'-Od O.C. K SERIES JOISTS FILLET, 2' LONG:CA. METAL E 5 �AT. �F NS FOR ROOF PECK TYPE($).' 6.- ANCHOR, boLfs to 5FE. �JhOAT16k -6, A. GROUT STRENGTH TEST, PER ASTM. ( -1014. 6. INTERIOR 5 INCH KAI-1-5 - I NO, 5- VERT. AT 61-04 O.C. UNI�e!�� OTHI�IRNI`5C No MA4*,foefi6 9TA -ALVAN12W 5HeET6A0E AND T ,UA.NT[ -To $a pa ANCHOR 5OLTSEtTINO, P ASTM. C ONE C TANPARP SHOP PAINT ME NOTE*.; CONFORM to THE ST PEC THE bUlQPING DE01 (TEST 5 dDE5 PER TEDALL,5TRU�,PRAL STEEL SHALL'RECEIVE DAY) OAT OF., 5" BARJO 5T SUPPORT Vd4 -,METAL RE'N6TH TEST OCR -1, BE HE PER POSITION AT TOP AN12 D MORTAR 5TJ 25. VERTICAL REPAR: SHALL, LD IWPF�O FO HOSE AREA5 To I LAN_ D N'ELPEP. FIE F Or- FIEL LDT6UC4 W OFPAINT I'5'kt0_UIRE0. CATED GALVA THE, TIONER5.. RETAINE NlZtv,Hlf�kC REE)�,R Po5l' D 13Y TWE�Q ER THE AVE�KFN A FIELP'KLV ALL, SOO No" CUBES PER'DAY). (TEST 3 BOTTOM AWATIN16T MO]Ra"TkAN V-04'0.0. IN_De-r�EEN VIA, TEST AY 50Ee PREFABRI rq�q 504L _IDIN65HAL� CONFORM To LA FABRICATOR. CmRte MASONRY UNT9 (FOR EACH TYPE- I 5TRENGT , $ SYALL- f PERFORME5 H) 1. ALL MINI RE S�ALL_,BE HOT .$TWTURAL5TEEL HAVING EXTERIOR EYF05U, TMUM CLEARANCE FROKFACE OF,MA5oNRY PROGRAM. THE AIR R F ALL'f �RTIMATE- CERTIFICATEa PE\/AN N51? A 10 AT PIAME (TE5T 2(� UNITS PEIR.50,006VNIT5 P�'ACEP) SHALL BE 1/2 PIP* 6AL OL955 bfHEP 1. .,UNLZ55 QTHE"SE,NOTEp,�� T14E MINIMUM SPA( INO ItTktEN ADJACENT BAR5-SHALL BE ONE BAR 5P I' t(,T 0 FIRE, 55VE REPORTS SHALL FOR IN F I�EL TCR JDIAMETER OR 1', AHICHEN�ER IS GREATER. NVICATE COMFLIANCE (OR-LA00".' is ON THE:JOB. HCREOF) OF THE, t tol�tH6T, R -ANV,B RE5PE6 COPIES OF TEST RE5ULTS5HALL BE IMMEDIATFt YFORNARDE D 10. STEELFAf ' 3RICATO 5 SHALL 5E;cERTIFW BY THE: A.1.5,0. PROVIDE CORNER TO�T`14E ARCHITECT, STRUGTVRAL ENOINEER,AND O�NERAL ZEI A C,6NTR.A6TOR. PQaKNT5 AND SHOP BAR6-40 ATCH LON 1,7 ;6. AHE (2UA ERTIFI(�ATION FROG U A AR f;W,Vr_-RTICAL MASONRY KbI I REINFORCING 15 cONTINUloUS LITY C zRAM., 3. PECK 5HAL W FASTENED AS FoLL6�6 ATE THKOZH A CONCRETE 5LAB, FROYI PE A 3 INCH 121AMETER FORMED `VRAANGS AND INDIC .MY AREAS KHERE-CORRE(eTIVE it. ALL BOLTED COl'OECTION5 SHALL BE A-525 TYPE N. (V,N.0j. HL,- ORTSSLAB, To ALLOA,rOR_PA55A6E OF HOLE IRTHE GROUT. A. 'eACH SHEET or METAL- OOF MCK �51 NTRA( TOR'SHAL FIF-1 F�l bivr At ot"MoKe THAN a-, TO ENM To ED 'AT ITS E F -5TANOARP TI&HTE BOLTS To 8 BY. C TRJOTURAL �z N 11, SEE SECTION, 2111 IN lq�171 E121TION OF, THE NIW., -or -MRN OF -THE NUT BUILDING CODE FOR CON5TRU0TfQ T, 9 EACH SUPOpfkfINc aE:A4'o' N RE0)InMtNT5 Y 11; 1 -ALL KALL5, METHOD OKAPPRO)0� OT TENSION INPICATOR'(AI5C, 15NW- gINICkAL ONTRA6 71. PROVIDE CORNER BAR5 AT END AND CORNERS Or PIKE ENO TL R. -HENN6 15 PCRMI5515LE) E30LTF FOoTms, BEAM TIGHT" 7kv Il SEE PLANS FOR MASONRY 66NTROL JOINT LOCATI -5, ETC. BAR SIZE Aid COUNT $HALL MAT( ,H THE -D CONNE&ION5 .10 'AiL- At ALL R161!'�"# ON5 AND PETAIL. RAME 115PECIFI( ATION FOR REAS 25 P.5.F, - LONGITUDINAL Rbil�OR( IN6 IR THE MORt HEAVILY REINFORCEI 2' SHALL CONFORM To THE REOUI b. N_FT UPLIFT ENCLOSED A' FROVIPE HAIRPIN: REMENT5 OF THE' L 5PACIN& OF MASONRY WL CONTROL JOINTS SHALL NOT EXC EW C9L N B., �E P SPACING AT INTERME121ATE BEAM OR JOIST (50�EEN CONNEOTINO M"-jBER. (1), NT5 U51 NO A.5,T.M. A-325 OR A-410 BOLTS" AS 26 FT UNLESS -NO= ON 51%CTURAL Jol NOT EXCEED 12" PLAN).�, THE,MASONRY CONTRACTOR 55 nv.5 'OF DECK $HeETS) AE APPROVED BY THE �RESEA TRUCT NET UPLIFT 0 A NP ANOFIE5, TY Of RCH COUNCIL OWE SHALL NOTIFY Tj4F, ARCHITECT OF, ANY DISCREPANCIES, OETYIEENYHE NOTE, AT comgp_5�or BEAMS, TIC DEAM5, ETO�, PLArF AND CONNEO NC TION5. AR4HITEOTURAL AND. THE STRUCTURAL PRANINO LOCATIONS OF ORARY 606 TIE CORNER BAR$, 591POINO 51-1M ON THC f7 PLANS�.15 THAT I G ANP,'ANY`:,,OTHER,�� IN VERTICAL A[I.IoNHENT, EITHER _-�,FRAMIN MINIKM' 'A... r 11 1 I ;k -Ty, A CONTROLJOINT5. LONGITUDINAL REINFORCIW5,'IN TI BEA1145, THAT �ARE REOUIREP, To INTAINS TE,5AF. A 12.' PROVIDE AA5HF_R_':>lT 5RIP SP, ABOVE OF,13ELO;� CONTINUOUS LONGITUDINAL 'a MATCH INO AT. OERIMETE M �EVC-,E::OF PECK) WLT 4 LINTEL5 AND BOND DEAMS'5HALL BE CONTINIbL6 THROUGH ALL 5TRENOTH FOR �LL M( URAL R OF 01APHR$ THC NTRAOTOR R TO DEC �RI6. 0 WIDE AA5KR$ BOTH PARAL L'A�V, PERK CHORD ZEANo':'Jo,jST $P.AK T CL, o NPICULA RF_5PON5I5ILITY,O'0 REINFORCING, TO AVOID REINFORCING ( ON6IE5TIQN, BOLT5 (ON THE 51DE OF THE TURNED ELEMENT). Pr *f SPE61AL'T�' SHALL NOT PATMEO, MA50KRY KALL CONTROLJOINT LOCATIONS. 6N AND PROV ADDITIONALLY AL ON BOTH NUT AW 14EA12 SIDE Of: 8OLY5 FOR 5Lorrm' 'EXrECP 6 L FOR APEQjATE5PACE FOR PASSA6e AN12 _ENOINEER�A15RIcATOR SHALL PE'51 IPC ANY"vIDIT16NAL '/I IoeLo ATTERN At, AND LOW �!55'_OTHCR415E IDi PROVIDE A -�6 SLOTTED HOLES. BOTTOM CHORD, 5"�Q �BRIPWC?) Mi W15 R NOT- CONSOLIDATIONO UNL F GROUT, TO ALLOA $13ACE FOR TQRESI5T 13. �k(ETTINC OF MA50NRY UNIT9PRIOR To OR- PURIN -0 CONSTRUCTION 15 PA COMPRESSION 5TRE513�S By THE 5PCCIFIEV, HIN UPLIFT ALL DEC K'�UPFORT5 AtTHIN a FEET OF THE kXtRIQk NOT $SA0E OF VERTICAL REINFORCING, PROVIDE FOR PERMITTED. 0 F,� -FO PROPER OROUT COVCIR AROUND I- W56EStE12 DETAILS FOR 5KElNEq OR SLOPED FORCES. THE RE NFORCINW,�, AND 13. SEE LATEST A.1.9.( , PERIMETCRQF THF, k oo PROVIDE FOR, APEOUIATC DEVELOPM CONNECTION AND, OTHER':BtAM OR COLUMN F RMEP,5TM,FRAMINb ALL ENT or- THE RAMINO CONN6cT(0NS NOT 1,4. ( ONeR= MA50NRY K 5 NOW AT ALL EXTERIOR AND ENGINEER (SP ATY �Ilii: 'HOLDS A �6 ELEMENTS EWENP TO Hl�..IROOF AN 6RALL BE po REINFORCING. 'DETAILED ON PRAXIN&5.' q. ALL STEtL�OAR J015T56RALL BE P. KLE? �5pArllkcl AT' �HEAIIRW�LLS AND OTHER H j3FACINO INfERIOR'lNTCR5E6TING- MLL5. AND CORNC-.R_$ E3� _kEIRAL CONTRACT� ND) FER"A( I 930�-q RRENT, COURSES (RUNNING BO 2, SEC, N OtWLP, Faw Tm, REQISTRATIQN 'HE, THE ROOF PLAW 5HAL, WIT eXCC ri 2& 00�E_l INTERSECTINO NALLS, BEAMS, ETC,_NITH POkfLS,GF THE 14, ANY. AND ALL CONNCCTION5 ROT PCTAILE9 ON TH4 5TRKTURA-1 IN-1 Or, ON OF, THE E NOTED, T`HI5 PROVISION AFFLIE 2TQ BOTH BEARINOWO NQN,E3EARING FO4ECT;I SHOP, $TATE PATTERN). PRO. THE 0 SAME SIZE, 'COUNT AND SPACING AS THE HORIZONTAL REINFORCINO PRAAIN6�,51IALL bCPE5i(5NW.-pY A 5*0(0,TURAL, $,AND PCSIG-N i� ' 'V !- eNOINEE9, ALC LATION %BKTTAL5 OTHERHS RAN12 P. 12 A4j FIR Ipr WMpL Te TR -w R FERFORMANC RTW SHALL BE KALL5. K�LL5 SUPPO BY,%AQ HAUNCHE5 BONDED To T9ACTP=t INrTHE.MORC HEAVILY REINFdRCEP CONNECTING, MtmOER (U.N,O)., (RETAINW'6YoR EMPLOYE12 BY;THtl FAMCAT61R), M05HA BC PIROVIPE9 AND" 5HA "AND-. PR9 �gl_P PATTERN AT At STIR KALL5 9jFPORTEt7 BY FOOTING5 kTW(9ALVANIZEP- 0 $TRAP (16 I,L HOLD �L BEAR Tkff5f6NATURCr VIPE A: _L VECK�PPORTS sip CURRENT REV$ ATION I NE NITH)�, e�'FE�T H L OF THE! 5TA -INTENDED, COW5TRUOTION SHALL BE SOMITTEP, TQ TEOr Spe I T'HE 5TIVT�RAL EN 6ACwE MIN) ANCHORS AT' 24 INCHES o.o-. IN MORTAR,JOIN:T5 :211. TIC,, BEAMS, MERE CONSTRUCTED OF REINFORCIF 5H -ANP, SEAL AH , SH 1 0 or_p MASONRY ALL AND mo SHALLve REQUIRED To �10N R, REVIEN. 015T NT'INTERRUPT CONTINUITY.Of VERT DRAK N05 UPOR INHIC�;THE �69N 0 5Z-FA$T�NEPOOMCR kitTH IoAL nINFORCIN6. NECTIN5 HE,VEVONED ARE� E. RO, CK 9DE LA 5, �HA[l 15� ALL MASONRY HtAp AND END JOINTS SHALL BE F'ILLE9,SOLIDLY HORIZONTAL' BE PLACEP IN CONTINUOUS -rAiLe 10. 5TEE�L SW Ve5I6NFD FOR HYA6 LOAD$ JN d( R NO,'- 12' HEX vE P. INHERE, CONNEC TION$ ARC, �Wt QE�IONEQ AND REACT, ION5, EITHER 1-11/2 12 WEOUIPMENT R r m L TOTAL A STANCE FROM THE FACE OF THE HALL OF NOT HEAD FP ILLIN&'SELFWfINOl: % -5. VERIFY A( AL LOCATIONS A �E$ 5 THA 95 OF THE LON(51TUPI L FACE SHELLS. MASONRY WARSE5 GONSI$TIN(� OF BOND 13EAM 09 LINTEL'BLOcK ,ONNe6TJM �SHALJL PE 'NED FOR� 0o OF V41TH MORTAR FOR A 01 bC SY�Tm WAkIINC, -AppRoPkfATr-,'5 N THE THICKNE An NOf� GIVEN ON THE VRAN13`4O REP,rS AT 12" UNITS ANDSHALL BE SbU04Y 6ROUTEq IN PLACE. U 16 'NO. tH I To FINAL NLE55 LLOKABLE UNIFORM LOAD DERIVED FROWTHE A.1.5 SELECT. N, e MECHANICAL CONTRACTOR OR Olk:� :Ams. 'AGE. lo-ZLPOv KA5HER5'FOR PECK. ATEIRIAL L THAN 221 0 0 E OF MP051TE -51C 5CCIION� F RTI 'UNIFORM LOAD CON5TMT52 FOR NON -Co' au REP, THERk5F.'DETAILED, HORIZONTAL REINFORCIN65HALL CONS15T OF MANUAL TABLE 7N OF Jo ST5 4. -,on 16. TO REVU( E LEAKAGE OP (5ROUT INTO AvjACtNTVERTIrAL ( ELLS, LS or A MINIMUM OF 2 No. 5 BARS PLAr AL NNEIC , ,Eq roNTINUOUsLY Ill EACH CONTAININO VERTICAL nINF I NG. OWE 5TK( TU ml COURSE. cooss �,C55 K6T, BE FULLY 5WOEV IN MORTAR AT ALL: 6171 L5 r ORC UN�ESS�oj 15. MODIFIED CAR�15 -EXE 15E9 lTTAL.-$ffA M 5TRUCTURAL CONNECTIONS (VIFFERINC7 FRO TO Be.. R6 N%Rt TAAT BAR,.jOI5T TOP CHO" T ON% "41C PnSTRE E5 ON OALaL EAL-0 E PRECAST THOSE 30.. PROVID THE FOR-,0ew W�Sf Em. I fQ 5552 CONCRETE LINTEL$ WFI 2 NO. 5 DETAILED ON THE 5TRUCTURAL� PRAi N65) MAY E)E-Ac, NOT THR61)GHOR PAt�_p. ' I I p .., ,, _ � NOTE:, GROUTIN(5-T%-HNIMC HLL NOT REOUIRE (BY EPTA5LE GtUkAL,e4 11iRICTLY ADHERE To.� T5: ROJCrT'I5 BC1 0 AT INDIC CLF :NOTE. 60 j REOUIIRCMEN �OLD VAR5 rbNTIWh SOLIDLY GR0QTEPjN PLACC� ABOVE ALL MASONRY PROVIDED THAT THE FOLLOHINO IS 5 FA5TENIW CODE) THE PLACEMENT or ANOVr HOLES, MASON$ p FORM DECK STRIATION I e"'. TH OPtNlNrvS WH�REIINTEL 15 ROT &THEIR�q]Se SPECALLY OR.CORSCOTIVE ENVNE�RINI57 DE51ON AND 5TA P L SHALL MRCISC �KH MEASURES A5 An NECESSARY TO DETAILED ON THE DRAANGS� ADOIMNA�LY, PROVIDE, 01OCK OUT A. THE:-fAE3 IRICATOR NOTIFIES THE STRUCTURAL EWINCER OF HIS C AL� A� 9AMA KEEP 6 amEq, tLL9 6LEEM l.'FRZe.OF MORTAR, -AL IRCSOON51BILITY OF ERN15E clove SA!�, To N NTER APPRO\jkl To 00, �0, TapROCECDINO A' THE"61 60KT FIN5,(PROPPINGS),.CTC TH -DES *E;on "TYPE($). UNLCS5 0' 6 V6 -5 BARS C64tINUOLro INTENT TO MODIFY CERTAIN 60 ION$ AND, 5EI5 PLAN$ FOR- METAL FILbOR DE( K BLOCK SILL BEAM ee-loA kliNpo ' (WTH'2 NO.' Oki, R �OT It FERE 5OLIOLY GROUTED IN PLACE) -AM REPE516N. 'ED PROVID TYPE "S' 26.oA6� OALVANIZEp A6,Tok .*ERE $ILL BF is NOT 6 NOT (C-qQ AT AITWE B;�ATION�'F�*Fkbt�Lt6t.16k,�,'ANP,�� ATION 500 AT &ROUTED CELL$, 50 A LL 5C.FERFORMEp,BY A 5TRVCTWAL E 5HALL- TO PROVIDE A FULI Y CONSOLIDATED 5YSTEM5, , VER J019T OR I'NE i , ECR IN, RE�F QN5 13LE NOMOOENEOUSI ROUTEV C NTEL ER HOLDING, CURRENT RE� TATE SHAL13C, Ie4a0Eb,THF&GH TOP., -Y 6 ELL, INC. OAN-f A0nREk5 5TANRf;(Q OAeC OR CCCUR 0' 13EAM, AN'D N0�, OF; THP 1 HE MINIMUM I F T SLAg� Npli 1/16., PEP ( oR"ATED FORMpCOK'BY P ORM IN66 $MLL%, 5 A A6 TO NOT RE5TRICT Ti-e FLOA OF 5PWFIPALLl Y DETAILED ON THEE PRANIN66. T ATERfOR oROKANP 50 As 5EARINO OF THE LINTEL ON ADJACENT MASONRY SHALL BE, &III Di 'THE REDEVON 5HAL (2. END LAP$�fALL MATERIAQ-SHALL, Not L S5 THAN _ _ B RERCG OCCURS AT LI EN6 �15TRATIOWIN THE 5 EARN65,POINT, _T OA PROVIDE CAST IN BLOCK IN -POT-roM OF LINTEL TO ALLON F R LIIANIZfD 5H THE-SPECIALTY,CNG EET NO SHALL CONFORM TO THE59TEEI DECK �RCaN NHERE� THE FRQJ I� CALCULATIONS qA0. A 5HCET. Y��: FROIvi, tHj�., to aC CC, ?H' -�T oAFV 11. ALL &ROUT FLACEMCNT!5RALLL BE CONSOLIDATED IN PLACE To INSTITUTF_ SPE�WtCATION5 BM TO THE 5TR IN AND SHOP, vRA f PA95ME OF Co HNC-6 SHALL Ba ITTED NTINUOU5 nINFORCINO AND 6ROUT. L -,A H -IROVTW ELEMENTS HAVINC R THAT. C, P _M5 Af Nq POCKETS, VOIDS, PURING IN%n 50LIOLY C DO E- IIF�, -SIPE LAP 5CREp,6 H15;,v�$Ir;N _.NCt TAILIls ALL-' LL CONFORM TO LATEST A.A, PR%- EWINEt r 1. ALL ROOF P OF RECORD FOR H15 A AND SHALL OCAR TH CC K FA5TENIW� in' L -YCOMBI, ETC., 13Y Uc:7E or: A LQkq VELOCITY HEcHANICAL 2. HELPINO SHA AL4 NO STnr HONE , SOE61716AVON5 5EAL OF THE FA5RI6AtORS:DESj0 SH PINiG CURRENT'61�RTIFICATION LESS 5PEr 9TIFIEP 5Y.A TESTING TO INT-01CMUS. ED BY iIHE� STRXTURAL ENGINEER.` CT�PN AT.'JO651T� MILE kCLOER 19,oKTHE H55 (BEY0141? FAc AVAILAD�t,FbR, I' I .. , IN CORDANe A I ICALLY DETAILED TO EATE R=5 5RAL BE N5M p AND IETOR'HOL NOTE HORIZONTAL nINFOIRCING IN 51115 AND LINtEL5 SHALL TVRAI, ENO- INEER. VIBRATOR HAVINO A 3/4- Kv. GROUT SHALL-5C,RE:CON5OLIpATCp SHOP AND''' VELP55 SHALL B, CERTIFIep NO FURTHER) k a-PZR.$ HOLPMO YAL112 Vf*LPINr.,,. CEkTIFI' ATE$, SHALL SHALL� p HTHIN 15 To W MINUTES OF INI OAr. MRAL tIALPOUR. 'AND CONSOLIDATION 16, BOLT to i I* BE AC E�'(wk OF A,� ADJUST FOR KATER ABSORPTION RUN CONTINUOUS TO AT LEAST 811W, E LABORATORY APPIR Q� C" R THECA 11. SrHAL� PkEOME�AO OF AM, OFtM.0) INTO �nTA NED V., THE NE GROUTED AND VERTICALLY ,THi( � IMATESIAL, 14TH"A* _Ml,NIM( -446 T.M A LACK WERMPTC9 FOR ONE HOUR OR MORE, Il VELQINO� �HALL CONFORM To THE, LATEST EPiTIQN OF THE CODE OF 16. kiHERE 6pj�41T P -A ReWORCEP, CELLS BEYOND SOK� THEREO PECT 7 IIR A'NI 5. .3,- PECK 5HIALL 13t �,ELPEP' K'R SPECIFIOATIO'6' JCAN THE'AMEP OF T !�T, 50C T C,_O R, 141=T, 57FL� SHALL K TO'PROVIDE A SHEAR KEY FOR CONTINVED GROUTING. 114E LAST PMR MUST BE TERMINATED 11/2, INCHES BELOIoq THE TOP -7.6F MASONRY ANP CONCRETE BEAMS ON S�PPORT VOCUME T n(2UIRZME14T5,' COPIt5 QF'THE5 C, 51. MINI"* BEARIN6, INSTITUTE UNLESS THE MANUFA( R�COMMEND Tj 5_ OF THE 13LOC TURES, -ERE m INNO eVtNT Be �ES eWALL.m SCkr TO H m BEAMS BEAR ON MASONRY CTQRA w Aso L NRY I& ALL P�CL_vIN6 SHALL BE vONE�BY 6' OR �CONCRETE ( OLUMN5, ExTEV THE BEAM (ANu CONTINUOUS, FOLLONINO ERT)FIED HELDtR_� ENGINEER AND 0 L.(.=rWToR, Iq. THE aNERAL CONTRACTOR KA5 THE FULL RESPONSIBILITY OF THE PROVIDINO ANY AND ALL NECESSARY BRACIN61 KALLS DURING ITWINAL BEAM REINFORCIN6) OVER THE FULL LENOT14 OF THE GUALIFIEP 5YTE5T AS FERAAS "5TANDAR17 QUALIFI(�ATION AN EPURE PRL 'AvA&AvLE ON THE. JOB 'arK,p0�,CT,APTH!5AR R 11/2 4L HA�it CCRTIFICATES� A. ONE �jeLp Be PLACED NEAR 4MR:Cf EACH TURAL CONSTRUCTION To MAINTAIN 5TA51LITY AND 5TRUC THE C NCR QEE ON P QC�K. ND AT'o E"Pir CQRNE, F %CM� CONCRETE OR MA50WY %PPORTING5ECTION. kKRE MASONRY OR FOR IN�PtCtl'' $HALl CONCRET5 BEAMS BEAR ON MA$ONRY HALL5, EX00 T14E BEM INTEGIRITY. RETAINING INALL5, IF ANY., SHALL BE BRACED PRIOR CON A -- STEEL ERZ(�TOIR SHALL Obkbl"TtA� SHALL VEDONE WILIZINC EXACT NL MDER, 51ZE M( K 5;4 BE CNTI NUOUS- ), F TO AND DURING ALL BA( KFILLINC7 AN12 ( OYIPACTINI -0 OPERATIONS. BEYOND THE FA( E OF THE SUPPORT OVER ALL SOLID GROUTED AN12 1q. ALL keLPINO E-10 ELE0TRovE5ANq 5P0�145--F CPT,�OERE OPENI 05�HTH: A( ROSS THREE 5. ALONO EACH SUPPORTIRe":M REINFORCEV CELLS. LENGTH Or- BEARINO OF BEAM SHALL NOT BEE ER THE '20. PROVIDE, A,311 HIGH X 4' SHALL BE DONE IN ACCORDANCE kilTH A.H.S. 91.1, LATEST TRY OR 5TEELLAYOUT D'OT) H r . M(,,-Vj --p"Ne�,,M LESS THAN THE DEPTH OF THE BEAM. SHALL kof�,XCtED,10` cLEAN0Vr HOLE AT THE BASE 0.0, (�614 kjELp PATTERN. EDITION IN BUILD PE FOP, HELPING CONORV R TION. P"N60 AND MCC A ' ; HANIC LCONTRAO C TO OURSE OF ALL REINFORCED CELLS TO VERIFY PROPER MAMU _R keL95IZE SHALL BE 1�11.2� QNLE9$, E,,A4H'5HE& or- ROOF DECK DEBRIS FRO CLEANOUT HOLE PRIOR To -ALL, Ep(�E5 or. vF_rK ALL EDGE$. P.-, 6PACil 0 OF, MP5 AT T SPECIF 'IN6 FROM THE FACE: OF THE SUPPORT. -PARAU PERPENDICULAR To PECK- RST STIRRUP IN ALL BEAMS SHALL BE PLACED AT ONE HALF OTHCWISF_ NOTED ALL NELD5,�5'RALL Be.( 'ONTMOU5. METeR OF .5HA"�� BE %FFQRTgo AT PLACEMENT. REMovE 2. THE FI ORf CAPPING. 6WjT5J4ALLiE3tPLA6 THE5PECIFIED STIRRUP 5PA( 01414RIAO (WTA ED IN LIFTS NOT To EXCEEr? M), PE MINI 3 X 5X IW INO 20. ALLI;NELP5 EXCEED �ROUT PObR 1/2" BE -ION TOP OF RID�) SHALL NOT 10" 0. /4 L 5'-01 HIGH. TERMINATE TOP OF SHALL BE IN5P5cTE12 AND ERTIFiW 13Y AN IAY6:. �eLp PATTEf"., TMM CLOSE51 ADJACENT, MEMBERW AT ALL UN5U OR E 15E NOTED, puAILEP OR SCHE12UI ED, ALL MASONRY MASONRY UNITS TO FROV194!514EAR KEY FOR r 33. UNLE95 OTHEM TED POE5 ONTINUED GROUTING, ERTIFIED,k4ELVING, INSPECTOW, HOLPINO CURRENT or VE K� MIN E3EARl ROOF PECK ON S�.ppqW� 5HA�L IMUM NO' OF TYPICAL'Fl-doik FIR AMINO p COLUMN$, TIE COLUMN5, AN9 PILA-pTER5 SHALL HAVE NO. 2 CLOSED CERTIFICAT16N IN ACCOR" ALL, PECK SIDE LAPS VeTVEEN ADJ�6%T5HEETS �HALL f4A E DANCC �qITH THE� AY6 I= PROGRAM,- 12 V Q TORY $HAL� �E 2 9), 7; stv, fAPPINO,, HEX� HEAP' 21. PROVIPE HORIZONTAL AND ICRTIO'AL REINFORCIN5 PER ( ONTRACT LATERAL'TlE5 PLACED IN MORTAR JOINTS AT a" O.C. V4HERE THE TtSTINOLAWRA NO. 10 5171 F PRILLINn E PROVIP V IPENCE OF CURRENT MvINAL BARS ARE 5PACEp INTERIOR LONG MORE THAN b INCHES [CATION Or- THt Vavke AT, 12, r 16 DOCUMENTS AND 5OLIP'67ROUT FILLED CELL5 AT ALL VERTICAL CERTir SEE 4pR To'FIRSTSITE I", ME It. P UEL,10 PECK-$ AL TUL REINFORCING. FROM A CORNER LON61TUDINAL BAR HAVING LATERAL SUPPORT ME)CR Af 516C �F bE( K (P LtVXffo4 of� ' ' �ARA IONS FOR TO? OF 5TRUCTUR 5 PANJ PANp QR5 ON ALL� b TH OR O%Ra AND PECK %F 5 REL MCMBCR MIN. Q -�O,': TOP PROVIDED BY THE CORNER o* A LATERAL TIE, PROVIDE POU VI SIT. INSPECTION BY NON CERTI�jtp JN51PEC, R6 WLL NOT BE LP5 SHALL UTI 'FORT *66yle REFE BLE 4. V6 A6CEPTAVLEJ E�k I)NITS �11 OF F 5* LE�5 T14M Ir M ( RO55 TIE IN ADDITION TO LATE FLOOR HOOK RAL'TIE. MA OF_' NOTE! HORIZONTA�. AND. VERTICAL REINFORONO (REBAR) WqUIRE'. METAL,: 0 PAG.2 TURA $T ONFORM TOTHC MO EMBERS, SIZES, LE" 4-K .KA -12. MAtERiALs:ANP FA6TENING9 5HALLC'' ESTO BE EMBEPPED IN c BE 0 OAC 71ROUT!�HALL 13E PLACED AND HELD .21. SUBMIT SHOP PRAAI KA51-EIRS, SHALLBE.A MIN SHALL.IRCLUP NOMINAL 316" DIA HO NOS TO THE AFrHIXC,,T FOR HIS REVIEN. SHOP IMUM THICKN; .5 OF, 1, 0, GAGE (056& IN.), 34. MERE ANCHOR BOLTS ARE SET IN IN PROnR POSITION PUR09 oRoVirm-, (By ME( RANICAL MA50NRY AALL5, FILL BLOCK DRAAN(�G E ALL �'PTWTVRAL'STEEL M AND HAVE A SEE SHEET 6-ox-3, CE�LS AITH OROO AT ( OUR5E5 V414ERE DOLT5 ARE TO BE PLACED LpiNc .5KF,5 An NOT MEAN� IF Nacg%ARY) So AS TO ALLON FOR A MINIMUM LAYOUT� CONNE�CT16N�j U5E9 A No NAL a4N6 CRITERIA, W-LDS, TYPE OF 5TEFl BqLT5, ETC �Ml VIA' LP 5RAL AND AT LEAST THO COUR-SES BE TE"AN QF THF THICKNESS OF-OROUT (CLEAR 015TANCE DET�NECN THE Y, *eRE E LON Lo;�EST'BOLT(S). REOUIREO TO, FAMCA P, ERECT THE 9TEE-1 FRAMINO,'SHOP FOLL ADVITIONAILL XPAN51ON ANCHOR5 ARE To BE USED, -7 REINFOACINO AND THE INSIDE FACE Or- THE MA PRMNG!5 %BMI �l SEE SKET�$�2 FOR TYPICAL, REM 51LA5'NOTC��'- SONRY TTALSHALLI FOLWA IN5TRUICTION5 GIVEN INTHEi A, THE CONTRACT 7 PROVIDE SOLID 67ROUTI AT LEAST 6' AROUND E30LT IN ALL SEV �To� IK%Fzg SHOP PRAXINO7 NoTp, 5. CARE UNIT) OF ROT LE55 THAN 1/4 INCH FOR FINE 6R _RCI T-TOP CHORDS 4 UNLESS c LOCATION OF ALL Ar ,TURCR'S, REO 4T_ ACT SIZE AND 22. PRIOR TO FABRICATION VERIFY EX -PeM BOLTS, TO 6.� O.C. RNW THROUGH, OR PAMAC-f_q., DIRECTIONS AND LIMIT 5PACIRO Be An NOT' AND NOT LE�e THAN 11:2 INCH FOR 0Q, 7ROUIT. 13. THE DECK MAMF L �A 3 -,X 1�441,AT-' 35. GENERALLY, REINFORCINOSHALL NOT BE CUT To ACCOMMODATE THE 'THE OF� M NIMUM,aLP. ANOLz,,.TO: FLOOR, ANPRO& 6PENI, ENGINEER RREOT NC75 NTH ARI:�H]Te me6HANtCA -a DEC _WPORM NOTE: VERTICAL. CEL)-515HALL BE CROUTE12 TO NITHIN 1/2 PTj L ERI 6 DEVON ANP. 'K lN5TITUTE"PESjC?N MANUAL FOR $HALL BE-,3 I( THE R OF, ROOF -DECKS" ENT, PLATE. 6 ' Y THE 5TPZnRAL BE 15ILtTY or- 7 R jy RC6C�$ARY WAJ IF INSTALLATION OF EMBEDS, ANCHOR$, SLEEVE AWOR OT 5 HER AND MtC44NICAL CONTRAcTOR. 2 INCH OF THE Bov 4LL41 OM OF BEAMS PRIOR To THE PLACEME LONGITUDINAL BEAM niwoRciNe. ITEMS. WERE SUCH IS UNAVOIDABLE, NOTIF L SUCNT OF RE -0 NTA��T. WTk ENGINEER OF TH INTENTION TO 120 50, AND PROVIDE ONE RE aNERAL cl: 5,5 TOR ANp/oR STEEL F 23, PRIOR TO FABRICATION, GENE 0 T HALL-NouE oRovw A6 BEAM 15 BEINC, RAL CONTRACTOR. ADDITIONAL BAR EACH 51peoF THE BAR MICH V4A5 CUT. 51ZE OF 5HOULP THE FADRI( POURED OR ORO'U- FAM6ATOR ATOR CH005E TO $)E3MI,T:AN ALTERNATE, C QU RED OF MANUFA( TwE.-IR 5, ppoi: T FOR APPRO A� ED T17DI ADD BAP65HALL MATCH'51ZE OF ORIGINAL BAR AND LENGTH SHALL SHALL FIELD VERIFY EXACT Re I �-ITCRAT L12EV IN PLAr P �A A KNF INPICATNO SECTION PR 13E ADEWATE To AT LCA5T PROVIDE FOR A Q? X BAR DIAMETER LAP 17 FRO THF_ PROPOSED V;55TlTVrE MANII)Fi.' L 5TRU0TUR'AL,,5TEEL �NP19R�DAR -FRAME I 14TO ALL DECK �ELpIW WIT E AW�E�-AFZ- 10 pa SHIPP _L JOIST MEM13ER5,.Ml( ,H v AND 510a-AP FA�T�wws S�4, Bp*SpCrTEv SHALL BE, 22. PiRdVivz RmFoRc 'BY OONCRETE ANWOR �ASQNR�, ELEMENTS., FIM RETAINEP�:p, ,jNr7 BAR LAP 5pu( F- LENGTHS Of 4& X BAR AN12/OR ARE SUPPORTED BY� AN AkG cm�i Y SUE (OR EMBEDMENT) CA H!5IPE or THE BAR MICH Y4A5 CUT, ORO S�iEEF� IN_FRAMIN6 DIAMETER. Ojj AVE BECN CERTIFIE0,,pY !I Ak6 PC A�R -TIE VNFORCED ( 0 ( RM, MMI AT, ICA kltV 5i. PIRO�/l TH = !�O INCHES E5 SHAL Be PERMITTED IN ANY 6TRu TIEL (ZI FRO� I �RM ANP,He, INC Ht5) AV, LOAP. NO. 5 BAR$ LAPSIPLICE LEW 24, No Spur, LL REPORTS CERTI ' FYIN6 THAT Tl� ,TH = 36 I\i NSHOF vRAIIN6s AND APFR6v No.( TION BARS LAP 5PLI 3 THE GENERAL ( ONTRACTOR SHALL PLIVER TO THE CON5TRUr MEMBERS UNLESS 5HOM 0* RITCIRii� ANE2,�ok IND, N, NECE ICHE5 SITE, AS AND *0 DIRECTED To Do So By THE ARCHITECT OR STRUCTURAL EIN6 INEER _Cp By THE .14. ALL Roof p 5HONN - N, LA ECK 50ALL DE,0ALVANIZW MIN). UNLES5 0' 0 F? , N5,6e( T�l STRUCTURAL ENGINEER, AS MUCH AS AN AppITIONAL I/a TON OF E It IMUM SIZE TIE NOTE: IN BE�AM5, TIE BEA1,45, ETC., PLACE LAPPING BARS IN PT14 OFTHE H L THE- MINK AILED, PROVIPE (9RKOAT�p TERI $HAL INFOFIN6 VERTICA!,.,- ALIONMENt, ONE ABOVE TIC OTHER, IN ORDF -1. ' �,r 5-ro( K LENGTH NO. 5 RE13AR AND PROVIDE SUCH LABOR AND GROUT 25. UNLEE75 OTHE"15C NOTED OR OCT e0.LAP$ (ALL, MA AL 5E�Ot LE,$ THAN 5HALI Nd R A515 NECESSARY To IN5TAH T"HE REoAR AS DIRECTED UNUSED ..T TO, -INFORr COW JOIST OR BE -Top AVOID RE �ELP�V To �OY.ER`. AND SHALL BE �ELVEP I RoUoH -)-AT 16", 01C �H � OC4R' - �LR6 ONTINUM� ao,� P MASONRY HALL Al,"k5 (MIN.�O 16 GA Am A_ .em vESTIdN, UK 5. 5REPITED TO THE OMER AT THE MATERIAL AND LABOR SHALL BE r FOUNDATION. PF-5 AND C4NSTRU TJON NOTES ADEQUATE SPACE FOR'PA55 57EEL To CONNECT MASONRY HALLS Or Vt ICAL To AC?JACENT 5TRtZ TURAL RT STEEL FRAMING. IF, SUCH M�Q,- RAL - BEAM) CONTRA�T UNIT PRICE. m GREINFORCINO; FOR PF -PROVIDE OPEIR 6kOUT FLON AND 50170- �0171E! 'PRO CONSOL PRON/IQE,FOR PROPER 6ROVT COVER IDATION, EA44� ;T OF:FQRMI PECK LL BE SUPPORTED AT AL 12C L VIDE 0. 3�$TIR'W:15 AT N AR0jND REINFORCING AND PROVIPE �%FPOIRT 15 NOT SPEC AL FOR PROPER IF UNIFIG LY ON THE`% SIGN, WiL,.15F RNO (FOOTING, CONTACT) FRE55�n =.2wa P5F 6 109, MIN, L 2 1/2,X 2 1/2 X 114' A -,A vEveLoPmENT or:, PLAN$, FROV -REINFORCING T DECK E SPANNING To PER OEOTECHNICAL REPORT No. POT�OQ-Oe�6 A6 PREPARED. BY R41NFOROINO I NIMUM BEMIN,5 OF FORM 5 DEVUlT LlIN APD TIE BEAM- 9 ENT MEMBERS.' (MI '64 LESS, TH vATEP,Z APRIL, 20(20. 'THE - iCATEP ON THE PRAAl.NO5SHALL BE STRUCTURAL STEEL GEN6RAL NOTE5: DECK PHALL 5C-2-INCHEW, 23- VERTICAL IRCIWOR41NO IND 'W TO THE(5COTF-CHNICAL R STEEL BAR3015T NOTM CONTRAOTOR'% 001,INiELEP OUT. OF,,THE FOVrVATION (OR ELEMENT MERE. REINFORCINO /RT,Foj�'. 5PB�IFICVTE PREPARATION AND -TION'I�EdM CON5TRZ T RM %04J:CONFORM` T(� THE OIRIOINATC5,(BEAM� SL�13',-TIE13EAM, NALL, ETC, -).UTILIZINO A STEEL PC( K, INSTITUTE FQR COMPOst IA L PE.5 QN MANIJAL STRixTURAL STEC KORK SHALL BE DETAILED, FABRICATED ANPi �A STANDARD A( I qo MO. I4O6K'(CM5'EDPEP To DEVELOP THE FULL STEEL BAR 4015T5 SHALL BE pE;vNEp,, rAaRirAT�p, FOW DECK',, NVI ROOF PECK5. ER AND 'TINK SSHIPP N, PA., 5TRUCTURAL Eq, NOINEERS, 0 ERCCTEP IN ACCOROANCE'AITH THE, NINTH EDITION OF THt R%AN1* TO TH t5f�L F RjHe P'E$frzN OF., THa "TH:or,THE Emf��) U.N.O. �TORE9, ANP'EncTE9 n e )ITION 0 TIC 0 TIR AND TQ,,5(Jf -ABRicATog FOONpATION,� A.1.5.C.,STEEL CON5TRL16TION MANUAL OSPE( IFI( ATION FOR THE' A 10, SH F STEEL JOIST IN5TITUTE $PC6IFI( ATI6NS�, 'INO OTHER 'pE51r 5RICATION AND MCC -FOR RV PECK F( N.THE PRAAiNG5, 24. VERTICAL NALL vN, FA .5.G, COPa OF STANDARD a FOR INPI; ATE' -,T[ON OF 5TRUC TURAL'9TEEL C-tk BuILP1w "uFkT�_ 'Rib'ES(C 'LE PER, itANAL AN9. M ON:o RIq0IN(q AT TK TOP OFHE KALL ' 1412 OAT PRO 4Nr 'At AB9VE TO 31E OW PRACTI6E'5HA.L NOT BE APPLICABLE To THIS r NTRACT. Po,5qIpLE,:%4ALL ROM F&WAT!ON (OR PER BRIP61NO MEMBE 'LL-aE 'FLA �*v NHER-EVER -EkTEN0 F 2_ R� 51ZE �ANP WCAtIO sHA f- OUILDINOS� 5E( TlbR 4 OF TIHE A.1 PC TEmTURC SHA 4 -T PROPOSED IrHE 5TR 5WA, LL Ee'AEL PE15 AT_ 5ECION P AT A ST*pARP--A6r 00 0 5RI12OINO SHOULD 5 HOOK ovr or- THE f -5 IN5TALLe0 PRIOR To'5AR E T. K' RJAL AND,,. LOAD. TAI3L'.'5' PLATE SHALL CONFORM To A6TM PAT ANO A4L, -EC ATION PERMAN�NTL�Y 2, ALL STRUCTURAL STEEL 5HAPE-5 4 Z, TO 5g Tkt- TIE BCA Ir FA5TEINEP IW-PL I- `rVIRNIA NEEP SHALL ORANO' INTO' F,' 5.f'L,,.E LENOTHS,�HALL',BE 4a X LBUiLPIN6 I I!, L RYI ED, DY UTILIZINO k'W . . 6, -, �M ....... pA SPECIFICATION A-clq2 (F�=50K_51) UNL95$ N M-P OTHERIeqISE. BE RCMOV 66' 1 13AR pIAM TO� E��$ 0 NO, FRO=I VRES, FIR OR, To MAKIW� FINAL 5H� ALION T -T� OkEL POE$� NOT le��L�ABOCj T SHALL, Hot . ..... 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(56REW TO FLANGE OF G2 I/2- 5TUD5). 64x($ GAGE STUDS 0 16" O.G. (56RE N TO FLAN61~ OF, C2 1/2 5TUEV. STEEL JOIST PER\ TOP. OF MEZZ. EL.: 101-0" NOTE: FO VATION,* SECT;-- 2/5-5-1 15 TO BEo OON5TRLY4TEp_ ON 5OTH 51PE5 OF MA50t* HALL PRIOR TO CONSTRUCTION OF THE SHOWROOM BVILI�IN6. �E?-xin - rriu %v 1 �R TOP OF WALL BLOCK, TD6xi6 GA. GALY. 9t1; TRACK CANT. W/ 5/V IV, AB.'s 0 32" O/G. MAX. GUT FADE aNELLS AND 2 #5 CONT. IN SOLID GROUT ;I- FfLLEP K.O. BLOCK. POURED GONG.— - t-..-.. 4 . •. �.;� GfZQ55 V�BS TO FOND 1� PILASTER Wf 8" 4`WI.L. 8" GONG. BLOCK 6 #6 YhRT. #3 :TIES : . b" O/G. MAX. .'s 1 #5 IN A 50LIP, . w GROUTED' DELL. ,DOWEL fill OUT, OF FOUNO?sTi0... - HQOK INTO ROOF TIE I 5EAM. MAX. SPAGINCB BETWEEN FILLED f , GELLL5`,Fef* PLAN • - -- KZY ON PLANS I VICATE5 PARTIAL HOT. D07NEL5FON; TO 51I'-L AND/OR HEAL? TO ROOF f TIE BEAM. SETA I L. NAL.L, R 1 Nf=CRC 1 N . 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