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HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 4D_4/5/2007 Check#: 6 'f 1 (` ' Receipt# 391 Pr t?:_i6.),,,77% elk ...---- VILLAGE OF TEQUESTA DEPARTMENT OF COMMUNITY DEVELOPMENT 345 Tequesta Drive Tequesta,FL 33469 Tel. (561) 575-6220 Fax: (561)575-6224 PLANNING AND ZONING BOARD APPLICATION Applicant's Name: Applicant's Address: Applicant's Phone#: \ SL0— ML, Lk•,C- d(Qk iso t3o,a V317 5.c%-?4i'7- 309 ( C ..4.._,) "ca.s esko.Co,sk\:a6 1\ "-Syt: --;Ft..33MiGt-Is97 Property Owner's Name: Property Owner's Address: Property Owner's Phone#: V.I.C S 1 S June S Ar S 61-?14 G-` SW-1 CS-v.ev�e) ��.0- Ml_% —Yu 9:Xrestic1. `332-I_5F{ Project Address: Project Lot,Block&Subdivision Zoning District: & Go cv, t..N. S ( "-egves kV(..33461 VIVx ec, v, s e Type of Construction,Addition Description of Construction: Total Sq.Footage of Construction and/or Alteration Area: �. : o h C S 4 v.4 oc�e..\ k-°( il'IS A All construction,additions.and/or alterations of commercial buildings must be approved by the Planning&Zoning Board. The Planning&Zoning Board meets the first Thursday of every month at 5:30 p.m., (as needed) at the Village Hall Council Chambers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. Due to administrative review,the meeting date the applicant is scheduled to attend,may not be the closest meeting to when the application is.submitted. The applicant will supply the Village of Tequesta Department of Community Development with the following documents: 1) Ten(10)sets of professionally prepared site plans showing all existing and proposed structures, setbacks, f parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages and property lines. 2) Ten(10)sets of multi-dimensional color renderings and/or photographs are to be provided. The Planning Z • &Zoning Board needs to see an exact rendering of what is to be placed on the site. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials(i.e„canvas,wood,metal,etc.)be provided. / 3) Ten(10)sets of professionally prepared drawings that outline the structural and electrical details,including ,/ side sectional views showing wiring and electrical components,constructions materials used 4) Written approval from the property owner,if other than the applicant. 5) Any other documents that may help clarify the position of the applicant. 6) Fees: A. Satellite Antenna&Other Applications Requiring Village Council Approval $75.00 B. New Construction,Additions,Renovations,Remodeling,Including Landscaping and Architectural Review;based on estimate of work as follows: $ 0.000 to 9,999.99 ................................................... $100.00 $ 10,000.00 to 24,999.99 ............................. $150.00 $ 25,000.00 to 49,999.99 ..............................................$250.00 $ 50,000.00 to 99,999.99........................... $300.00 .......................... $100,000.00 to 199,999.99 ................. $350.00 $200,000.00 and over............ ....................$400.00y Planning&Zoning Boards The Planning&Zoning Board consists of five(5)members and two(2)alternates,who are citizens of the Village of Tequesta. They have been appointed by the Village Council as an Advisory Board to the Council.The Planning &Zoning Board represents the Council in matters concerning the appearance and aesthetic qualities of structures placed within the Village. If the documentation and presentation of your application provides the Board with a thorough knowledge base form which to make a decision,the process will go smoothly and quickly. The more clear,concise,organized and professional the applicant represents the request the simpler and quicker the process will become. Applicant's S' Date: t I Signature: 7 _/{;2# NOTE: All renderings,models,drawings,photos,etc.,submitted to the Village will become the property of the Village of Tequesta. Ink Ilavbed 7r11/oe IltP.1 t i. •'f" t#'F': .f Y::/' 'N kl ,�v K'• 7{'n..�i•l� .a e;A !. 1'i�. ; 4. 3i. ;Aif- ti4 ''two• 0 I , !'- • ? 1 , r , ` ,.o ` r •1t , t .i-".**-" -. ..'. 14..... ...,„,.......w......sitie ......datiggilmiumafr,.....,......____ lbI 1, - .i ID,_1�'�(cr°IN . -f DANCE �;;> <<? CENTRE > --�-__ -- ►y� —_ —— [ _l+ss+o j aw I ` rn +�c -- _ _ J - .., i 4,. l !, _ _ F- Il.--''''. 1. — .F SLO —ML, LLC d/b/a APR - 2 2007 TEQUESTA FASHION MALL - C/O JOHN J. ISLEIB By PO BOX 1397 JUPITER, FL 33468-1397 3/30/07 4 ,0 Catherine Harding Village of Tequesta Department of Community Development RE: Proposed out parcel— 150 N. US 1 Tequesta, FL ' Dear Catherine, Pursuant to your request, the overall project was granted exception to the requirements of ordinance 377 several years ago and should be part of The Village's records. The recently constructed out parcel on the southeast corner was added the only landscaping required was that related to.that building, which is what we are doing with this building, which increases the overall amount of landscaping. We will address any landscape maintenance issues concerning existing landscaping or lighting on this property in conjunction with the construction of the proposed out parcel. We continue to strive to maintain this property with a quality appearance consistent with the Village of Tequesta. We look forward to working with you on this project. If you should have any questions you may reach me at 5 61-747-3 091. Respectfully Yours, Ilk ' :(,,,,_s):&__..,. J J. Is'k.ib, agent Property Manager Tequesta Fashion Mall SLO—ML, LLC ! $I / — - NO0,df,DE]Wos r)1 . - n R. — 1 —i !T nl LIMITS OF NEW PLANTING s L fO r CIL EIU NSINE OiTES DI 5 _3yygg RRTH- YPRE�SS.DR IVEr r g — , �� — 11 IIIIIIIi1I11III1-I- -- IIIIIhl1TI10IIda i : 1EQ.ESTALORI334,--(Di 0O�00 . 6- _ 4/42/41.21.2 0O0 I - g ,0 •J11 IIIIIfI $ � A � D � •A O 00 - I y �eIIhIu _ — I ,,; "" • , r (If),I t— ___._.______,a ,__,...,. w—T�I ooaau°°ol COVERED WALKWAY actor n o ...., ,:.<...••m rl � :4 - • •= I `° I Project Location Limits of Work • o ° e a - A N z oTu'^�.l• 00 ® kD o° I 0 .Planting_fchedule , , • . ,. .: • : : 7 : : : ' Z o OO,' S� to o ' - I Km5 AND PALMS 1 - Q °Oi +V� f14il I SYMBOL/KEY PLANT NAME. OTT. SIZE/REMARKS • J J oo a+^1 :�D�n , 1 -0 fall 0 o I L'j' ..l O LAca2swoEMIA PDiCA 2 114HA91TFTHAK MATCING , 0.0 NEW I STORY OFFICE/ �. a , C_UAJ �.o�0 00 cRAPr.1TRTIr= ,• , „ , ! , , , „ ; , w 0.0 RETAIL BUILDING oo a I.. ' •-.. O OISRCl6 YIRGRAAA'A 2 H.Hr.Z SAD.T CT.BFH .._ ... _._ z .• • LVT lL °O 4200 SF '�° I a O ,„„,v FLORIDA • ' o e •Q4_ -0 c . ': o a' : o - '� oo' O CABAL PALVIET'f0 10 le-20'CT.SLID(IRI.NTu O ° 00� O I _ _ '^ �O9 II+� jj�Aji:•o I DA�N(�DADA STRAIGHT.BEE l„ : it ittiti1 : 000aa a+�, cl d'�° ;oo: , Ot0 °., g •0 a 51-0211.BS.GROIi'IDCOVE325,EVINES • o ... ag o I • • J ® oP i 0 O 6RTSOBPL/NLS ICACO RED TIP n 24.0A F111 3 GAL -_ ___ _ Q ,. NE -1 RI I 17®NCDcawA1 '..:' 3 ° NATIVE A,° 4 1 1._. .•0.b-._ I O. O B1GE A FA FOETIDA 46 24'OA FFiIVT 3 GAL • .. • _COVERED WALKWAY ' • SPANa srna •.wawa ... ...'.. •000V`044444-4t i3'AZ:itV — tri:to6 lie�0e'P4a0E300 O 7 Gm*0o*Goo®Oolo 0wt, y00 j�,�jliira.g..dz1@O . n Ø. TIE FERN TATA 414 ¢oA�avrIGAL mow•00,j*,yE�:a aegeocacLa,�&ss,..0 t �'ss4.•.4:MtS.Ec?�erg fe e S 0a,E •NATVE �.-7.-- a,D E: YT E I © RHAR4CLEPIS R.DICA'ALBA' 94 W OA WAVY 3 GAL • ©0e < a A LAWN walevaw+lawncTav LAWN ec Q��T ••runvB s A.jai psi WO ?HG O TRIPSACUM°ACT T OOP-3 10 ::::: 44 !.__:._..j._-..._;..... FLEHIA GAM.GRASS • NATIVE - 1 U•S' N I G�-I w A Y ict I - .(P..AHi PRC BEDS 9REW® YPCGa'S.MUCH 613=SITE 3•MMMLBA DEPTH �......•.. ' - --- - -- --- • Detailed Planting Plan ��` fl�'n°""°'� GROUSE.P S,TO TIPROVIDE 11R POTTED F BIA PN S NIGINC.ALL PLANTING.ROARS, FS.TSTAKING. FABRIC. FERTILLB32 j..1 1 •: � GROUD F'4EPARATION MD POTTED Ft R4CLtD2RG GRAVEL ROCK AND FLYER FABRIC ' ° - F SCALE I' la-0" General. / i ote PROVIDE PRICES C1•LTWNER. _FOR AOOIT,OP6 OR DELETIONS AS DIRECTED BY hE LANDSCAPE ARCNTECT I{fN.�.�.......( ._...... - OUAN QUANTITIES Ar1P ESTIMATES FOE WE ONLY BY THE LANDSCAPE ARCHITECT.THE CONTRACTOR SALL . .V5£' .,9F/X,, :N.71 ARCHTITIES CONTRA APETOR SHALL A NOSNLY FOR THE OWNfYAANOSCAAN MAKE OWN ESTIMATES AND MPG ANT DISCREPANCIES TO TIE ATTENTION OF TIE LANDSCAPE .... : - . PRCHITE:CT.CONTRATIXR SHALL MAKE NOS OWN MATERIAL S/'1-FIT,F P7� ARCWt1ECL • : t t N oaF6T irtl( Y ALL PLANT MATERIAL FtQN6NE]ET THE LANDSCAPE CONTRACTOR.LNLESS OTFER OR I-SPENI=IED. - S:BMIT TO 7FE OWNER FOR REVIEW. 4.IN I A FLORIDA NO.1 OR EETTER AS DETERMINED BY GRADES AND STANDARDS FOR NLRSERY PLANTS • 1. V -... FLORIDA T�AMENVT OF AGRICLLTIRE AND CONSUMER AFFAIRS '-..'-_".. TI-0S PR(.ECT SHALL BE A FIRST CLASS LANDSCAPE INSTALLATION PLANTING PITS WILL BE INSPECTED : 1114 wag p Repo.no.: General Planting /`totes - ;.._ ..i ;. . • : • THE FOR S� �`LR�° � LANDSCAPEPL,AN -,_, _ • AU-SIZES SDECIFED FOR PLANT MATE IAL ARE TO BE CONSIDERED AS MNALM SPECIFICATIONS ALL :..... lIE LOCATIONS OF TREYi AS SIIDYYN ON THIS RAN ARE APPROXIMATE.TIE FEDT3-LOCATONS PLANT MATERIAL MIST MEET OR EXCEED TFESE MNILQM REOUREMENTS FOR HEIGHT.SPREAD.CLEAR- :�I/+__;...'... ...:.:. . CLEARING NOTE: 48 NOURS BEFORE DIGGING MAY NEEDOCA TO A0 R S. TO A0VIN CN ATE u-FORAEE3J FIELD(MATE.TEENS.FINAL COLOC IONWIT TRUNK.MITFTQINC C.ALI NOTED ROO:MALL.AND ANT OTFETE ADDITIONW-R FINAL EATS FOR SPECIFIC i3 REMOVE ALL QUEEN PALMS AND Get TOLL fR£E SAFETY WIBACK CRITERIA TO AVOID(.T RATNG LNSAFE Gorr CONOTIOTS Oe AS Oncem3e SHAPE CR EFFECT.AS NOTED CV PLAN SHALL ALSO BE RE-0UfRe�PRIOR TO FINAL ACCgTANCE 1RIp0.EN-:MIWIW. _.ill&N3.Mt ALL ADDITIONAL VEGETATION GALLON SIZES ARE 9�WN AS MINIM-PA.RECOrAVB•D®,SIZES ONLY.IF PLANT MATERIAL SIZE SPECIFIED .f 4.'"' I, p0lr BYGN j 1-800- 2-47J0 DRECTED CR APPROVED BY MNCPAL REPRESENTATIVE/AGENT.ENTA AGENT. NFL • ' B THAT 15 NOT 5HCUN TO REMAIN. IS NOT COMvERCIN1T AVA0.AB=N RECOMM3D®GALLON SIZE CONTRACTOR SHALL PROVIDE THE / _ 5'ONSMN£STATE ONE GLL UVIT COSTS FCQ PJ1CH 7RE AS ABOVE ®.SHALL h[T I rw THE COSTS O"'TERRA-SORB. LARGER APPROPRIATE SIZE THAT WETS OR IXCFFi,S hE SPECIFICATIONS IF PLANT MATERIAL `r STAKING.APPROVED BAC:KELL MIX AND ANY OTHER ITEMS AND/OR CEO.ARENENRS AS SPECIFIED 1 �' CHITIE E OF FLORIDA.NT:. SPECIFIED LS NOT AVAA.ABLE OF E 7FE SIZES S�ECIFI®ARE NOT AVA6f3E,CONTRACTOR SHALL 11�N T{E YRITTEN CONTRACT OODU.H�TS AND NOT L61HT ABOVE NOTIFY 71E LANDSCAPE ARG7TECT FOR APPROVED SLBSTIMION f F ROOT BARRIHRS ARE�r1!°FTl BASED tPGV PED VEitIPIDATWN OF DOMING UTLfiES,PROVIDE ALL VEGETATION PIM-AILED ON SITE MbT MST CR EXCEED ALL SPECIFICATIONS MICR TO FINAL "I'. (} R N4 A PERiP.EAR F007 COST FOR INSTALLATION APPROVAL B7 LANDSCAPE ARCHTECT. I I .• • I Iqrr ■ 11 INDICATE AREA'S TO E.E. s • ..... : ::...r., XI-- QUESTA F46 I0\ '' OLL --- FSITE DATA �ilrr ;�� ■l ► A: I pL. _...;.... .�....._�!............ N ZONIi;�° Mu - II ,15E ..[�� i, t0(: I i # i .� J71�' r7CISTII�IG- 3LI(LD Ar21=A= 36,913 SF I t t (1 n E } lL-__c_ a --II-. 4 - O titiiq� 1 t r'i COYc--a „ , A-r OPGS!* ADION= 4 00 SF �""�' -. ., - Ca �`''�\\�:1� , \\ti� �.\ �'' r3lJ't�MzIrn ' 4 113 5F 4Y�`Fw v T r #`....... �•`,;�„'.�� �� ti� ��...... TOTAL SI'i2 A832b9 SF , •Y+1 T4S*77q • 1 ! ; IApe � c - T1)NTCT:M LOT SIZE 3,20o SF •. -,\• \_ . 4 ``� TOTAL OPEN SPACE- 142146 S= 77 6% l --._- ;:'' \'4� `\ \� TOTAL LOT COVERAGE (WITf� ADDTTI0IW - RIP—VIDU SURFACE' 1i9,9J7 SF 6S.4% ^_._._.•.....� v,a m �`\ \ TOTAL LOT COVERAGE.(WITf-1 ADD(T!v^ - GREEN/FERv �i 5l�'FACE= 28,E SF !ep t • ` =1 `� r .. TOTAL PAVMCs U11THM PARKING AREAS' IOb2 ii 5F S 0% tapir 1 k.\\--.- uoTF , �n:L 4 ti\, ti F � '\ MAXIMUM LOT CC •70% 7% ISITE,vc:> kntc '1 ,` : tPttks�! \ _ .......-. I ACTUAL: 24- {{ .. mil, ♦ .��1`�;,, •� MINIMUM LOT WIDTH: 40 ttst ACTUAL 718,7ro FEET I I SITE J WILL `i Kl �'=r; �' - MNIMUM FONT SETBACK: 0 tz I ACTUAL: 0 1-i�T I tt# THIS i 3 Cit,'T517� "`:` AC11 ` • I i THIS AREA FOR :; t "Ark` I.A MINIMUM SIDE SETBACK: O FEET ACTUAL 7 t• t1 , UMUTY ccw CTp ..\ `i — . ` 7' RESIDENTIAL # '.\ \,�`.• \•`\ -\s , M IN#MIaM PaA" R SETBACK: o I-= I ACTUAL: a2 3 FEET f I 1 I. ,,\�'\� �C, .\..\\N'�\' ,,..`'1-.``\ i0' RESIDENTIAL I I , I II PARKING REQUIREMENTS: I ;I 0 __.__ WALKWAY • log 1 CO �- Y PMr-. C�ITER• SF;OP = 1SPACE FOR c c � _ 1Rm= 1.l71,�13/?50 E PALS 165 SPACES a .__......1,,:,,N,..::...:::..::::.::::.".::,:.;.: : . -a-. . , OV D� 1 TOTAL ACEa OF WNICH A MMIMUM { I - �� — ~�': OF 9 SPACES ARE AC'>=55181E 5P S • ---___ -�� - I I 1 1 I,_►I_ 1 I ! __:___I__ F ( 1 T !OAKSI0 (PLAT 80 93-97)No I I • „ ,.- ;� P/ , 1\100°os'1o"E 71s.7�o' 1 Ti I ` ' ' ��/ • r'r� s i i 1 383,04' � .... __...•.. S ; 1 1 ? 1 1/, ff.//i;;'!// f J` �„7 I s 181 �r o 1 1 i ii I ..",/,,.///i/f. r////1/1ST• =r /1/. [I I pyppy? I� I I / j�// Ei 777 �l l;fri jj ; '/y///��Jf f a p0 ate, - _ I ! j I4 1 i /, i i.�%•�r��1 / `l// f //f/f,, 0„____,- `1 9 1 1 � •. 1 I� 4 I i I� j i # ! fri�;;r ram,,. ,; ;,/// 1 I I // j/ i J � y/ 4 ExSTa1G�L L ^� _# EXIST BUILDING 1r// l , / ,///1 _ _L_..._ /r'.%/ // // ii/s;L� i�/ I _ p ��tc O �M.�ooREv.=22.7i I 1 I 1 .�///f/ r / .•/r r I / f l;r'✓ FIN.FLOOR Et Ev.^:L85O i r1 re �f1(/ / i % f;/ f/ f% F/ t^.J.. ._.-. r----- ..- G?ygt�ene,Klite..1 _— • CO�'BtrS v�C ri'i4Y %//// 1� ;?7, ,.c . :.."' *°4 1 a ,/ /1,/,;', ,/ //ty./ /./.131kif,r_ 1 1 1 1 : ya, 1 i 444„,...,,,/,?/: . " ,,,,/ • / „. 1 i___ 14,1 r_ /ir�/r f j/7; $ I c#SrntG Go at �� ( �., T, ''/�f j #r 1 L �- # 1°1 I !# eULDNG Ff V FLOOR E.EV. T1 E5 k [` ° Ji _ri ! .,,, (.1 o ' i rr, ./lj�..��//// I i l fs- —+ ""'",,.G{21b6 I G C.OVF7ZFD WW.�J:t4Y 't.____ .� ' \�. v 1 ,;kir •/r/r�/;/ �/ t ! TAL 3TNG> I\Cs i II G I �.�+ '_—§ { //// 1/ //r v ar 1 I `""7 "1i1 \1`•` �� 1 1 STMEO s I 1 .1 1 i f 1 I t 'Y'Tj 1Jquir r -�_ j � ''• 1 t ; j ( I ( { G! II i ` 1 ! (I 1 } ! '--1=2.:....i:::...1 .. r•, I ' Ia�k, `\o,11 i 1 ; ! 1 .Al f • R+�oos' SIGN po-d aa° awca3' OMNI a—_ .'-' •— --_ • _ tr----- . _ _•""- -�� _ ..- _ _____..__ . _-_ _.._ _ _ ______-- .--_.._._-- _ (1 ! 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O I O .O O ® O O �3 O a aLI_wraaw T11 PPACTw14TCF CF XTER CO Ci°A.a \\. 000U a - •IIIIIIO - o!I�mo •IIIIIIIIIIIIIIIIIIIIIIOI CLIIllo i opIIIIF IIIIIIINIIIIIIIIIIII• \ 3 TCP W UROOI6 TO ALCiI WIMTOPB a:E�c1ERIO2 COWS BLEBS OM1sdL6E NOr61. IIIiI •'.k7lLlll T O cv Iv • \ ❑° - � 0' DOOR SCHEDULE • DOOR HOER DETALB NII .. * * -, tV+RK I.ovrat WIDTHWIDTHj Tyr TTY.[natL INCH T'l4tl Fws6. l4EApw'® • IOD RENTAL I i32-.3'-0'eV HA' 'ILr. Fur*ALUM RICK O 101 RENTAL 2 PR4'-0'B-0' W4' ALE. RZCR ALM.R1a2 l \ a a 102 RENTAL 3 FR3L0'8L0' Hie ADM. Rion AM'RICE _ I ` IO3 RENTAL 3 3'LO°"8'-0` 1-1/4' WE MST-4U!-NOR 104 RB4TAL 2 3'43' B'-0' W4° Alm RICE ALAI'RO L - _ KS RENTAL I 3b' 8'-0' W4' ALXA. FIER ALPT Forge 0 . • 0 0 , 0 • Q DOOR NOTES i 0 o RENTAL 1 RENT4L 2 RENTAL 3c g OOCR I44 LL1 FE AL.NOTE& j = VERFT TMHFACILIKE R.F NCTla1 6T1LE AND MILE181H eatER FRYR TO NEtRTNG Ha4RTULT E SOECL E 0 0 • L ALL NTMOCR CO ORS GNAW.LEE 1-9/4'F EE4 Oa:O,OOZE ua comes w/WALL a2 RA?R maim?CKR$TOF9. 7.ALL LF e' TLOR DOCK CIE LO HAICWNQ'MALL GE eai.AEC AL'SERVS.SARAN COMMERCIAL.GRADELEVER H. 0 Q• ' kam3.ALL HNGE5&HALL BE AGAR UIU A I1Te6-Vl.'BRrllf caRcr.PR7✓OE NO'PAR PB2 LiOLR. 4.COO S MN CLOT.�-61011.H BALL L HNCEB • - FINITE TENANT TOILET_ e.COERACTCR 514aLL'.COMM RNCTICN4tla KEYING CF LCCKEET8 ATO OEALEO.TB ON OWER FRL'R TO �T UL1 �IT c WITEa reFsaux'sm WITHL TTO DOOR-RNCTO+IUTN ORBR POOR.TO RRCH44NG 0 • . FNAL-TBL4NfY 0 wva SPAGE`PLAN AND Lacer = • f • WALL TYPE LEGEND i r ,� 6 1111 1 111III:IIIILII CONCRETEB' BLOCK WALL - II -'1111•C' - - - = B S . 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I; 1I I I�� ,4' . . . ODETAIL WALL SECTION ODETA1L WALL SECT ION 1 SCALE•3/4 NCH EG]l 4L6'I FOOT �- Ps 34 R4u+ErtJALB 1 FOOT .RA ppLEIlir45EN A 1 .e . I 1 . . • - _ . _ 1131 IC 1 i • ,jimagA/101-10,i6i6Pkry.„., 12 • - GENERAL NOTES , . , ..411,1-1111 _,----,0111CMMq, -----1 5 _ 8 Id, CONORETE'5'TLES FCR • L THESE cctISTFLOTON DCcUMENTS ARE Pt4GRANIATc aLv,ir is NoT SR MEW CF MESE DOCUI•TENDS To sew . EATRY cErAL OF Cotroucrat.ne weal_aarTRAcrox Am Au..a6counuAcrcRs siALL cia4344 am ,01_,,N0004400"Atokv, 12 140 MPH UTNID ZONE WALL ALL SEM NECESSARY FcR ca.FLETC14 AS SOCA=ON 114E1SE CRAWNGS. mg 11..T,,i Y, 7..i4•I We,•;.:wi•,..: I I I VIII ,...GesERAL coNTAcicR AND ALL euNca.meAcilate.SHALL BE FAMIJAR WSW TIE CONSTRUCTID:DocLIMENTE. OgititkAAJIMAgi.diALAL0111A01110 .4/kar . -I 5 she cpx FL-rucoa,ROOF SHEATI-ING 11110111MVIIINIIII Mt/a PRIOR TO EISMITTS*Bre.AM'DISCREPANCIES SRAM CE 16,22514TTO NE IMMEDIATE ATTENTCN CF ME ARDMECT. 41.414r WOOD ROCF TRUE6F5 SEE STRUCTURAL FOR LAYOUT • 1 :"I r ii. - 3-CONTRACTCR WALL VIM ISE SITE TO GETERME TIE EXLSING CONDIT/243FRER rp ammo EDS AND 6414LL . _pilLpitki,r1.111111_r,Plarillii-VillillIN_,,,_r_., 013.7.AWFIla4Tetgr 32.WC "%I* AND COIECTIONS _ NOTFT TIE ARCILITIECT CF AM'DISCREPANCES OR 011391CNS INCH WOAD WHERRERE WM4'ME SAT5F.ACTCRY COPPLETICTI OF T1.E WOW- MA fillIoNk----- RaVT:taDflEMagr 4'c/c 41411104, SEE 1 I 4.ALL DrI5ERNS,SREcFcATD,45 AIM N71133 PROVELD HEREN SHALL BE VERSED BY EACH CONPRACTOR MOOR FOR IMETTONPLANDETAL CO To FERFCRMANCE CF Re WARM ANT DISCREPASCE5 SHALL EE ERODE TO HE!FEMME AMMER OF'ME .,010110000 ", !11411111.&/--- 1.1111-74remil...... "411111, I 1 I ARCHITECT. $111/11N. 91&1.;L.41ER&IWIPED OvER . _r-r-111 "---/PIP41_(---Vrigr---rilig ,•---\_./-,_/=_Rald_ZI6 -I\iini..... 304 ROOFNG FELT TIN-TAGGED . S.LIEN IWO CR MCRE F52IFEMENIS CR STANDARDS ARE SPECIFEID ESTADENNE DEFERENT OR CORICTS* IIII-••••• 1117 TO ROOF CECKNG LEA3.8 OF RALEY THE POST 61RNGDIT RECUREIEM 13 NISCIED AND LULL IZE U.RAT 15 REGURED. 040011 -._/-1P-Irliii _(--s ! F1'illirr-IP/Nk' .., a.carnuAcraz uou.maa moo-mom OR auegrinrria43 untarr ututn5-4 AFFROTAL 5T AcCfacal mom HE _Ali'i- .8"eir 40i. ARCHITECT. . IEXTEND st.a..E FLY I,- .1 7.THE CONTRICICR SHALL MEET ILIM4 TIE DILI'S*CURER CR MANAGER PRCR TO HE 1317 IN OMER TO 037AN A MEEMBRAFE UP AND ovER mitkrOSYNG / COPT Cf TVE ELEDNG STARJARD GLICELNES AND TO DECUE6 TIE MILD,*PANAGESTENTS REGLIREPENTS FOR THE PARAPET r-E.R MIER ill 211. III 'I TOP OF PL(TT-Y MAI r FRPTEPTat cc FLELC SPACES,DALT astuNa caenwnat urAc614 MATTETOL DELNERES,LOC4704 CP C045114CID4 CLPIETEM PAVANE LTC.TIC COST TO MEET HESE REGUR51505 DIALL EC ROUGED N HE BC.. . 0 CUR A A A ARD SP 744.-.4n II MEV OW 10°,i, LEE II gsr-A-Fpprs,g2.--coMER a REPLE5 TO ALL REDEEM FCR ALL GL4RFGATTGNS SILL FE DEED TO AIL FIRE EXAM*AS ACCENDA TO 11E EV) 2365 P.T.RZSCiA ROAR321 GRAWNGS EC-MA=45 AND WLL SECCCE A PART OF TM CONIRACT TT. •E RCHITECT ND ER WLL HOT Vr . ,:.; \ TOP OF BLDOK WALL IT 2-a°CONIC PT rcK BOO BEAM I CE RESPONSE/2 RGR VERBAL CLARPCATKIEL • Ci4611.ati01-611 Ii 1.ti .II.I 4 mous sEALakir LOCATED AT TO P OF TOLER mt. m:Pang S.ALL LARK 614ALL COIFORM TO TIE LATEST RECIIREPENTS CF ALL AFR.C.ADLE LOCAL.STATE ASO FEDERAL IGI II' rrecAL EACNI WE SEE STRUCTURAL ORALENGS _. cam,atArrausze AND ORDNANCE& I"• FOR BM AND REIWORCNG E E anr-co OVER MOLDED I • 2-Fi°CONC O_OSK BOrED BEAM ,., . •.:i -111 POsaTYRENE FOAM 0.CONIRACT POR cctallaJonat WALL ISE 4A warm'ADL.As5R5441ED FoRM oF,AGREEMENT BOWEN LOCATED AT TORT CF PARAPET E.i I S/B.SMOG.°Ov_ER__MINN A . '112 BOW TO BACKNG 5/8°STUCcO OvER GONER AND 0247RAcTCR,LMMED SCOPE aTELLATED art-MEI MEM AND SHALL SOGRFCRATE TIE 1551mrca . EEE STRUCTURAL ORALUNGS r POLYSTYRENE EGA All • I OP COCEIDIT AIA2DI DERMAL CONDIT1245 CP 115 GONITRACT. FoR SEE AND RENFORMG '. '.17. ECM:.TO BACKNG I IL GDERAL GONTTRACTOR ENALL 31.151-117 A COMIPTIODZN ECELLIE TO THE ARCHITECT AM CoSER FOR REv132 l 2 _ • = -5/8"FLYUCoo I FIRER TO HEE COSPISION3 OF WORK. STARR LF.44T rati InF , SNGLE PLY '.. iiir ts'rya aacRAL cormacrau AO AU.suecamacroR5 81.51L cOoFDINATE AND OBTAN ALL malls MIXED I ' E I 1 .. TO COSFIETE TM CONSIRICTIGN CP ME WORK AS NDCATIED CR THE CRAWNSS AND SPECFCAT1ONS. 3°R-19 ELE./.2'-10°A, F/01 4-0 ra TE EY 1 B/8"STUCCO OVER 3"R-19 I I POLY TOP OF BLOCK UJAL1-.1° DURO-LAST T• g' 5f£3.FLYW000 ONPCLNERIGYECCnIRANTEDPE"C"OF RAISEDTC*4 l' El DEER&CONTRACTOR SHALL NCLUGE N HE ISASE 5D AU.FED ASSOCIATED WITH TSE C.0451FAOYCN OF IFS RIGETCMUNTEON ect,v1ER LIGHT a IAP i • FROECY NCLUIDNE MINOT L.PMED TO PEWIT ME153 AND ALL SUSGCNIRACTOR PERMIT FEES. I : 11 _ i_ E MSON7G ATTAC-TED I 70 B GONG BLOCK - V4'FIER FOOT i AREA OVER A/C SP•....-/ . 14./NE CONTRAcToR WALL 5e RESSDNSIBLe FOR FILLY COORDNATING ALL A.SFECTS OF ISE CONSTROTON ...-......................,....,..............,.....x".66.6,4....6,6•=6664.46.2,,64•2,,,E6I:=WK,6=616IIIMIIIII1ai:1111MREIME mut:4A awes catesterra ALL cavtauLy RELATED cocuriENFS AND DRANGs.sway,FRatuErs Aaaa cur • N OR A LACK OF COORDNATEN N AREAS THAT COLD HAVE REASONABLY ETEN ET1.5.=ti NO ACC412,4 PATNENT ,•164..•....:64...66,6,6......6,..,,+6,..6...:,6,6..6,:41612.1,••••-•*1•••:66111•1,4,6:6••:IP••••1611:I.666•6'6.6.464,66,,,...........,,,,,,,,,,,,..44,4,4,6,6,,,,,.._ Skik..X 18 ' SHALL BE WARRANTED CR APFROVED 51 TIE ODER CR TIE ARCHITECT.*CUD Tie EERVICES OP TM ARCHIECT . • AND/OR H5 GONNLTANTS 5E R521RED TO REMIT CR REVISE TM CONSTRIZION DE TO IMFICIRS ANDMR ____ =;.1..:,... ,i.!, :RE < arteeicau BY 715 CONTRACTOR COVENSATIGN Sopa 1142SE SERvICES NALL CE MACE BY 1SE CONTRACTOR ' 65465:1/2"STEEL I THROUGH THE GRANGE OMER rasam6 clt IST SEPARATE AGRIEI•ENT ULM TIE ARCHITECT AMICR HS _I 1,,.._ gik rFelVTNG ATTACNED 1- To B CONIC BLOCK am6....- CONGLLTANTS. a sTEEL Ahr..LE i i l E; iim_i .. 111:11:69:111 IBEARNG_ LATE Lurn4 I 2-3/4.--x6 J BOLTS T ' II IS ALL WORK cETALED N TiEse CCNSTRUcTCH DOOLletr8 SHALL 5E De RESPONSEETT CF ISE GENERAL .2 t M-LEirgrILATE 11 2:IS = l'Ell COramactoR MO ei4ALL Si.reccNTRAcT AND/oR 49512N PORTIONS OF HE WORK TO THE 1-057=ALMS 115215 i CEO Esc°x ia-I SACCO SOFFIT-I(. E L -117- .... -MESE LOCATK,NS ; FAURE IST AFfr NECOPIRACTOR TO NM=GEKTAN WORT(REGLIRED ESAU-NOT RELENE TIE EVERAL • . CONTRACTOR OP H5 RESPON3C4.11Y AS PART GP ISE CONTRACT PCR CONSTRLOTION TO FROMM A COMPLETE JOB- . E _ METAL JOSTS OVER 5/8'PLYUDOD , E. 1 I E \ E• I PFEC.AST LNTELJ1-8"CONC BOND PRECAST LINTEL/1-ES"GONG BOND ' L„.....r.u,„..,,,T,„ ,.,..3 . is.CONTRAcTCR IS TO COM:NAM AID CREANVE THE CoNSTRUCTION FRO=52.AND=METE SASE N A MAHER 1 ; g,..3.• I MI BEAM LOCATE:,ABOVE courthi BEAM LOCATED ABOvE COLUMN twat LEAST PIPACTS HE AEONS*CO11014 AREAS 14 ORDER TO PIRMIZE SCONVENENZE TO DE DOTY* WI-ZING AND who-zerOs F.. - / . •';;;;TIIIIII SIEE STRUCTURAL CRAWNG8 2-8"LocC011cuappLgyorp.....,• eeE STRUCTIRAL DRATUNGS 1 ; TEESSITS. = = FOR sane ATV REI•FO;RCNG '!TIg FOR SIZE AND RENFOIRCNG I GE snaucTLIRAL cluumaa 1 11-10... AND D00 = 1 I . ...• , /'' til 1 • IL TNE G55RAL CONTP,ACIGR etALL TIE FGEFORDELE TO EMFLGT HOGE 01:14TRZL TWERPS SECTEGART TO O ENSURE THAT THE NEW SILDNG ARF_A5 AS tuaL AS EXETIM IBLILONGS SPACES ARE MT PFACTED BY ARECRSE : / f \ ELEV.10.-21 11.14m1::.F ELEv CCSITAMNANT5 C.ALEVED 161-hr CONSTRIATC44 CP 73E MP EOLDM.HE MEIMTA 1115LOTTED%SILL COPT=LY EV E.:717010F LFITEL‘r THE SCOGR AR MALTY DAGO GUIDELSES FOR 000.14ED 13111.1A406 LING152 CONSTRICTCN ST EIDITIGN FIELDED Eff • itagg .14r BOTTOM OF LINTEL'," ca j 14J-- ,Ti ![111.1 I • TsNAPNAL atAurr=Tram tonKce we:.To mauraR AR cuALsrr,ta 153rNa Si4U-3E ITE ReerassUrr or _1 IME PRECAST L.NTEL/2-se."CONC ' = - BOND BEAM LOCATED ABOVE LINE OF 10' I I. THE GBERAL CONTRACTOR LINE OF 10'CELNG = DOORS AND WINDOWS el--neo.hrr !.-ne ETUcCo DRP BY TENANT AWNNG B.GENERAL CONIRACTOR EMU.CIERTFT TO THE ARDAECT OR CORER THAT No RRozor RELATED PoLLATANTs . SM STRUCTURAL CRAWNGS HAVE ENTERED hE STORM WATER 6T6TEM OR MURATED OFFEITE 45 FEctiRED BY LOcAL A46E0060.1 -11* FOR SUE AND REINFoRONG • . EL GENERAL CONTRACTOR GRAIL EOM ESDP GRADY.*TO THE ARCHITECT FOR FEELU.5151=0441I801 SHALL CE W I-8"CONIC FT rrle BOND EEAM ; OF EFFICIENT PETAL ASV SCALE TO CETERSINE COPFLIANCEUEN THE MENT OF TIE SPECFED GLIALITT 6TAND.0536. PRECAST LINTEL 1 If LOCATED 51 MIDDLE OF LUAU_ SOIRELLIE DEP GRAMM IILL BE RETURED TO HE GENERAL CONTRACTOR HOLE EVE RW HE 05552. eeE siezuclue41..me..6ao-hiGs eSsie , CONTRACTOR SHALL REVEL1 SHOP GRADES FRIGIR TO GLISTER&TO THE ARO4ITECT AND eNALL RSV T A ERCF. L. B-EV.8.-2,t, FOR we AN"RIENFORCM -ii . • ! GRUM REVEW ECM:3LE MOATS*THE TYFE ASO CRITCAL RETURN DATES TO TIE ARCHITECT. 5.7: BOTTOM OF LINTEL', (WM AT DOOR ANSM E 1 20.GENERAL coNTRACTOR SHALL MANTAN A=RENT coPr OPAL!.CoNnzAcT coai180'AT JOIE SITE FOR • • ARGI4MIDTS USE. 2 e i SEALANT ENT w Bib'GTP aarr,°yea E E 1.A Curial UST'SHALL BE PREPA RED 5Y ISE CTRACTCNCR I-51M ALL rnzne U.WCH TEED TO BE COEIFLETED, FORFEITER-rite..2 CUT) romaa ccRREcTED ofs RanAcED AND SAMITIED 70 THE Amman=Apo arra me ARCM=%usu.NEN 24'CageFgArlEsTINGEN I •ANT THE 611E ID REvEW AO F HE LOT 5 NOT RPASONA5LT=MELEE/34444.1.DIP=ISE CONIRACMR TO • CCPFLETE ii.e WcFac oN NE UST.TIE FNAL PISCH LIST 643511RED EST THE CONIRMOR GRILL BE REYES,AND EFFIESENTED BY THE AROOTECT ARGOR 0114311. • I I iI. ItIII MI 0.CONTRACTOR SHALL DELIVER TO OMER PROR TO ROL PATIENT ALL=ARAM:ES,WARRANTIES AO TILD r I I 4 MI • cams oF ALL MARLS AND OPERATES NSTRICTIGNS AND ARRANGE TO GNE A FHTSCAL DERONSTRATIGN orE \ OPERATOR GP AIL 1321111444T TO 0.645.1 CIO 145REP806041A116E. G STUCCO OVER MOLDED A.ALL LABOR AND MMERIAS NULL BE GUARANTEED FOR A SINPUI OP CM If/TEAR FROM TIE DATE OF LACCER TrPE., IOUR-015411-' i lapTTMEGFCiT,GAMI SHAPE auasrama.cartEnaL occacr LanER AA MOM,IN Tie PR401,165 4,47,CTR OFECW-."45. AT 16-C/C V CAL ERT •a fr/FACI'WNDOUT SYSTEM 3 I 1 24.ALL SEW CLIETIOLOTIGN PICT MEET FEDERAL Aro 6TATCOARIVER FREE REGLIPIEMENTS. WM4 IMPACT mass . . I 25.MATERIALS CR ST5713•13 ei4ALL BE SISTALLED ACCCOM 70 THE EXACT MAMAMIRERIS NSTALLATEN \\\--STUCCO COLUMN III INSHECTIO113. ' on . .Au ma-mums USED GERM GCNSTIACIDN scut ea teu AND 5,1ES FRM ekSite.ea 1.2 USW ITME4144.8 Wil- •. IEE*IDLED.DCEPT•Ae.Now muarccauctATE unt ARCHITECT,AND 01604taiO4r8rrAT14e N Acmoco. IT.DELNEET AND STORAGE CF MATERAL COULEE ACCEPTABLE TO STARFACIARER'S FRODLOY,REVEL OT Tie • . man=Aho DULL PROM COETEIEFRCIFATTIOI CF me mccucT. • 23.GEIERAL GOITRACTOR%PILL COCRDNATE DRECTLY LEH ODERMENANT ALL=RIC BY GOSEIR'OR TENAM AS MOOED CARLOS ASV SEMI:IC.471035. illE A.GENERAL COMPACTOR SHALL VERIFY ROL EascroN ce ALL MANES EMI ARCURECT AND aTNER,TEnaur. WINDOW SLL-\ ALUMNUM FLAWING gri 1 A 2"WOE X I"RAISED arur-co SAND emit earrtze FOR REIM AB REaLREa. 30.FIRE DaNGUESTERS!NALL ea PROVIDED BT GENBRAL CCNTRAGTGR MO LOCATED AB REGURED 131 CODE cuzeia CONSTR.GML 11. IL CON:REM RADS DULL BE LEVELED AND FREPARED TO RECEIVE R. FM-ITER FREN 60.001E "5/0°GYP eoigeD oyez--,2 _ E 24 C/C OVER 3/4 POLY60 - RE3 XL DIEREVER DESPILAR MATERIALS CONTACT EACH OTIER AND ARE,SEAIRATEDRIRTHIR ON HEE:ECG ec.o.o Raz,FOAM 14:m4i-cm R D *A !HE THAN ETT A ENGLEINTBRPEOME METAL 131E CONTACTS*SURrrACESBIALLEEPEPARATIEDIRCTIOHER err A EBY TENANT) F, - WALKWAY MIST MEET ALL . BITIMINGUS CLAIRE ESIASFFIALT SOURATED FELT OR OTIER AcialmitrAwcasarEaSS.TETAL-AllarANIED N OMER OPLVARO Acmrtro ALLOW,rtc,Csd-VARZEO riCKTH at ana3;Tiarp LEAD,STANLESS 61RE. I MEANCER.M.I.LV FN61-1 . . . unaem III: .: COFFER AM MEM. ExPANSCNI MATERIAL E AND CAULKING E 33.GENERAL GCNTRACTOR SHALL COGRIDNoiTE ASO MULL ALL.NECESSORT BACKING EFFORTS FOR C.ABIETRT. • I 614ELVNE TOLET ACCESISORES,RIFIBM/LIGHISG FIMFE13,ETc. ELEV 0I-0"di. = -f. GRADE ELEV 0.-0"4, 7CF.CF FLOOR SLAB.I' •. ;,..,:••!::•:',..,f,..:.„i••.,.7.‘,.:,:t.:..i:q.,.11- ! TOE,OF FLOOR SLAB 1". 34.AU-WOOD FRAPNG Alt)euaziatta LOCATED WITHN r^rec.o GRACES,SUCH As paRrrnotz,Aeove ca-Naa . '•I.:ITT...!-:;..;;;;.••:;:....::•••..,...,,-.••f::'...I.:f::,-,s',!••T';l';:r.•'.' :MI CIRADE 1.-CPE al"MAX.16°- .I,,.....:.I..., .:::.:I.?:..,‘..*::7-;'.i•••;1.:::T;:'';:::•*. - _; - - -•• - _ _ kisaggLEOJEE3-----3-11-- .. Etc-a/ILL EE FEE RETARDANT. E • - . 35.ALL GWEN BOARD SHALL BE WAXED N AfT,PIT140••=1104 THE LATEM WITCH OF 11-E LIMED STATES EITIEWIEMElli--_--11 ri 1 -,ifi--1 1' I I 1 IELLI:E. - .,1,411 ._ II 11.11.4. GYPEDI KITTEN 02NOTRL015.14 HANDISOCKI. "'-m,"' 4° SLAB WITH' '-il i11-11 n• ill • - 1 -.-2 I ili--11--IL-F- -M-116- 1-,ISIL _ii _ _r_ii7. 6X6-1.11 IHII 12 ;-. Ill-1=E1=-111-ii-117--1- -L 36.AL OTPEITI BOARD SHALL RECEIvE A 6112764 ROSH UM IOCCKDOIN DERE SIDICATED. . ' WM-0WILL6LPCI..„.Y - . ST.AT WALLS SCRECUJED TO RECEIVE WALCOAERM SHALL BE PREPARED TO RECENE WAULD.455461 BY APFLYSIG ' OVER 131PLL ' wrn-tua ri.i..F.011;""1:39--r v REN"Rce NGER -111=111=1111 H 1=.1_1_ _1,11 E I 141-1-11E71 1=111=111 1 I I _U__LL-I -II=I 7 `=--111=11 III 11--11_ =_-.-11E-11F-J11=11:1E-111 4ri=1TIElt Tnont I--11111 II init:a71--_ji=1 1 ili 1-=111=11114-1=1=1-11=4-LITi=ifiT=LUELLE , T EC-in 11.133 A RAT 01.BASED PIRCER TO PROP=RLL COVERAGE TO FRCHIETT hiEGRA19411D 11-ROIGH ME EAU-COVERS*. PO err TENAhrr AT TPIEECOF I-,•7• 777-.....:,...I I 111=-Ii F.. M-I I L--41-11--ITI--1-1.E1 1 1_ .11. 11=ff-1"R-17=1i 031-Tehmr AT-mu CF I 1- ,..... ' 7.. - •I-. =TI=TE-IF-111=3 I 1-1[=0-111=111-7-71 _=,IIIE-lizi1E-=ilv_Ill - 36.SEISMAL CONTRACTCR AND THE APPROFRATE SUSCONTRAGTOR3 WALL COO:DRAM THE LCCATIGN CF=LETA Tegasr rr•FRovEms.sm,j1_, .-•::...:-..r,::, ..:' -FRE_I I' ' 7111- 11a1111 1111L=11111411--TIE tEhta•rr reRcpreezn ,.-.;••••••,?.';•::;:4•:::.;':::r:::::'....; 1 1 1---1-f --TTTL-Trr-m7.2-1 1 I=Elli=ili2= SUATCSES INERMOSTATS,ETC.24114 TIE REMITILE LATCUT AND OM TIE CONSOERATIGN*NEN TO TIE FLAMINI CF I. •.-I -." ...-1;> in'i' cgta,.3grE -Thr=--1-11-rn=_-11j. r ART.PICTURE%PLAGLES,ETC.7145 SHALL 5E REVELED WIN TIE AFCHTECT AM TRENT PR=TO 00.854 13E 1 1E1 I •?.•-:'"I'•'•.-.4•-•,'1-. ••'•I I I II COICAFE 2-1.1 -I I 1 lEi_ •-,, . •:-...::,,.....:-..,!1:-.....-- .';.•:'--.1 2 i r D 1 ! WALL FRYING. 11E11'El!•Il'I.IIIII...II't...II..I7•••••Eir FOOT -SEE STRUCTURAL -I I H_LI, I- 1.1Fiii, sl-Rd6rgit5E'-1-6-11Tm-ITE II= fTh 3.3 PRER TO FINAL COTRETIGN CONTRACTOR DIAL ISICRGUGR_Y CLEAN ALL EIRFACES• ... . .• • 11111 7:11.1EI I I-:In'.alj_ "I...1-f 0 6154F01..OFF.afiaL214 -1 I I-TI I I I I--M- FOR 8t7iFoLVTIOR I-1_ ,11=-11.1-7'.4 Ns. -.71F-11--.111--1114L-E-111= • 1411 I ITATi' rtt• 67grIli - AND RE NG 19-11_1 - I I-=I I Effitri=.111-111-711_ 911111g_Ifilaii=111 q p ii , 1--111-11 Hi 1_ 11_6,11 . - 1 M 111411-ali ;FA "TM Doc • --r-m-m-1 1 1 1, 1 1 r TIE-ID-1p I 1 _ . • . •• . . • .ii=iii i -II , • . • I - . • • °DETAIL WALL SECTION . • DETAIL WALL SECTION - . . , . SCAI:E=:3/4-FICH EQUALS I FOOT • SCALE,3/4 INCH ET2.1.4113 l'FOOT , . . I 1 • ,..t,,........_almoLlautLusEtt . 8 , . . • . ... . . 1 . . , . . 1 __. • . 1 1 , . . ' . . • , - _ i IIM 11 ' 36Seexte )4 E'-8" 4r-4,r'' 10'-2 41.-e)( 144 Pot% 10'-2° 1.3.-s° l'-'4/ I • C.ONC FTG W/ ' r11-'4:1.-1 36536\It __ 1 I ID • - 5°5's E'LL\--1-211 r_i_i__, I--I-1 r I--I &Taw/ la 1=-0..w--, -..1.•,.., , • :I--\ I li III I Eta I I .e- 1 III lawitillOk • - --\ CALMS 1-7-2'..71 6' 2' S-4“ /21_7_J 6' / / / 4' „1____1 6' 2' 3'-4" •2' / / / / EP'L_...I A' / 6. L.._7,_12', 3'-4" 1' / / 6' 2:-/j Itili IC 111 . • 'F''4 3',;(• • I i • 1 ''i in . Z\ I A ...„. .., ii , • _ ....(7"-- "-----\-\- . _Fr---1-. _,L _. , . sc Is I-0 CI Cll ICI El 1-0 0.1-1 r1 01 7) ICI EI CI El 0 E . Vaal \ • 5TRUCTUIR. AL NOTES: , -"I 0 ' . • -- o 1- ---I. ...._J--i- f . \ _/ uoTES DESIGN DATA: FROVID5EEMS AT LEO X 241.1.1 FROVDE=ELS AT -1,111tje GC MA.,491219-TPDAL1 ' ---WCEN,FOORt. gar. DEN . AT 40°CICW.411-811AXWMali 1 TO M, LNORMAL ILEIGHT conDRETE 045 PM 23-DAY CO-FRIESSIvE STRENGTH,GoDO PSI • -ACC,21133 Eill. 31e ' -A120 DS Ell1 • -41 • • - Z coNCRETE FENFORCNG STEEL-4615 GRADE 60 • -,S ExCEPT TES AND.STRRIPS GRADE AO • , 3.DESIGN LIvE LOADS, I , • WON'CO PEP LL ROOF(30 FSF LL I ' Z,PSI DL , 4.ErAWAIDARLISIDEgZeN1r141,AcCCRDANCE ' ' . MASONRY NOTES. • E ' a . L PIUNITS SHALL coNFoRM To ASTT1 C-so GRACE°N° . (-1 455ECATION. • . 1.---IfC,X 2011I . • OD>coNT130.509U-1 2 • • . .- i PROvIDE STANDARD OS LADDER DESIGN°O.R-0-111AL°FOR 73°MASONRY • I CONTINUOUS - a WALLS OR AN ENSNEER APPROvED EQUAL SHALL BE PROvIDED 3C.g.Ccae W/ CON5DFTG LIU • 31 COW EVERY OTHER 1.1,1-1C CCuRSE(16°VERTICALLY). • • °CLR-o4.1.1.AL°SHALL BE EMBEDDED A MN211.1/1 8°NTo TE COURT* 0 " . a .. . THAT ARE TO BE PDXED INTEGRALLY UJITH MASONRY WILE -47 - CONCRETE NOTES: E RENTAL 1 RENTAL 2 RENTAL 3 . L CONCRETE SLUMP FOR(--114.12.0 GROUT SHALL BE 21°-11 ' ° CI 2.111N112-1 COVERAGE covER ALTAI I BE SLAB- 3/4° • , . IMAM AND COLUMNS-I-Vr YE COLYINS-1-1/2° C1 . • EN(POSED umrwarecrio cctTE-Hie pc:taw ccncREra ea-ow GRADE-2.. . LeFORT•ED CONCRETE BELLI]e-RA1-,u-3" 3.PLACNG DRAWNCG AND BAR LISTS SHALL OOn4OR11 TO 1. .CI ACLOs MANUAL OF STANDARD.PRACTICE FOR DETALNG . , REINFORCE,ccricRara sriazrwas•AC13E4 1-41031) , 4.CETALS CE c.ONCREIM REW-CIRCESE-IT AidAT I-BE(•4 ACCORDANCE Lurrni ne.m,eiut.i.cv 3ua,r460c,f44ACTCE \ EL FLIED GEIS AT K, 7AM1e___ 4a - • FOR REINFORCED CONCRETE CONSTRUCTION°AS,PUBLBIED • • • MAX21.111 AT ALL MI5 rt'e°-rAILT 6 BY TI•E DONOREIE REINFORC8G STEEL NSTINTE*LESS-NOTED. ANDOR AT ALL JOST ' • B. RENFoRce-Ear stau_BE r.,6.Relwr PLACED,IRSPLY EOM POWS I--7 I---1 . UIPPCRTED AND LLELL TED WITH BAR SLPPORTS AND sPAcENts. • 2-4) , • 6.ADE:LATE vERricAL AND Hop-MOM-AL SHORED SHALL BE 13-1 -1-13--I- • -.S. PROVIDED TO SAFB_T SUPPORT ALL cONSTRUCTION LoADE • FROvIDE DOLELS AT FROvDE DOWELS AT .. . 7. CONCRETE BEAM 617ES MAY BE INCREASED AS REWIRED FOR riA.T•0 C/PaCaUMMIalaTTYPCAL) __I • L' AT 40.lercL.StuxtEELIAUM ARCHITEOTURAL PETALS. . i --‘ „ \ S. DCUEL coU.1•24 AND WALL REITEGRONG TO[ARAM BEAM WITH SAT•E 1. n scrE AND 41-EBIR OF Diel 5, 5 AS VERTCALEARS ABOVE . - ' s. DaLIELS%ALL BE HoDKED 12 AT BOTTOM AND SHALL BE LAPPED ' 36 BAR DIAMETERS WITH RE THE SELL INECRCNG ABOvE 1 El e a • 0 WOOD TRUSS NOTES: • -- 48°X 4,9°X Tr '' Pp FTG E L WoOP-miss SHoP cRAUINGS SIGNED AND SEALED BY AN ENGNEER LT/l'815W IS 0LF-111 REGBTERED N 714E STATE OF R.CRPA SHALL BE SUBMITTED FOR AFPROVALFRICR TO MANLIFAcTLARE u • . 23-2" • 23'.-S° CI . 0 / 2.FRCVDE 2a4 BRIDGING AT 13.-0°GC/AT TI-E.BCTICM CHORD AND AS OTHERUSE CALLED FOR oN InE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO TIE TRUSSES AID OTHERWISE OUTLINED BY BRACING WOOD a r•--1210 X 301.11 at x 30 0 TRUSSES(COMMENTARY AND RECOMMENDATIONS AZ AS RELISHED -22 i Eiyili CONT11410US CCURCUT -b 113Y THE TRUSS PLATE INETITUTE'two • . • . . . . I a • . . TII-CIER AND WO=NOTES. - -S. - . . I. STRLDTURAL 1100P AND TIMBER WANING SHALL CONFORM TO TIE• 1 I . El • . CO5STRUCTION MANIA!AS PUBLE4-ED 13Y THE AMERICAN NSTITUTE . . • 4°CONMTE FLOCR 6-48 . OF TMEER CONSTRLD7C81.ALL WOOD TO BE SPF IR OR BETTER. ' 2.ALL WOOD IN CONTACT uNTH I•LASONUT,C.ONCRETE.STEEL OR DcP0(312P a WALLED i111114 TD•ONT . 0 TO ILEATHER SHALL SE PRESSURE TREATED BY APPROvED rtaara. PPROVEPENT • . . MISCELLANEOUS NOTES" • \ L GENERAL CONTRACTOR SHALL VERFY SIZE AND LOCATION OF DUCT OPENINGS, LI 0 EP CNC BLOCK 16"fg6P-CC1( -G El / GRILLES,LOWERS ETC.WITH THE MECHANICAL CONTRACTOR BEFORE PRoCEEDNG. CIE TOELEXT64/11 E • FIELiEsloa -\ GI 'I'N z CONTRACTOR SIALLL VERFY ALL DPIENSIONG WITH THE ARCHITECTURAL DRALUNcG • \ ° FRESTAIONG LOOMS , , FRIOR TO CONSTRICTION AnD FABRICATION. DEvyuPANCES SHALL BE BROUGHT • TO THE ATTENTICN CV THE maniacr AID ENGINGER BEFORE CONSTRICITON. • I 3.ALL WOFEK WALL BE DONE 24 AccoNDANCE WITH ALL APPLCABLE LocAL.STA1E AND FECERAL BULDNG REGLIATIONS. 1 . . • -UDEN FOOT NG, 12°D X 2411.1 -wCENFOOTNG . ) PROVDE _SAT /\\.1 W.'6-6....-MAXITIII•rrTYPICAL) TASID3620.6 1 Mgt/ NS COLT • L\ . I- 703620g. ACC FROVDE DOJELS AT 114 all..50.10-CalatIWYPCAL.) 1 _J F a \ .a1l 9,_'7_111_1\kto'i/LLoW -1- ' .g. ,r.520.t,u i . 1mE1A1- A 11.1iR2liE IllaT IL2_ e WI 0 CI Il EH nEoi - 8, 2 -s'/ a4 / - ° 2 6 , / 2 6-4° / 2 ' 6 / 1' / 0- ' / 6-4° / 2-8 2 a 4t ti4ta..,mLKllineU r • • _ r i / I4I • I I N. Pao•.irli3:-i1lit1 el 1 itriit•iLt7•tg•_l • , if kt'-4" )4/. 10.-2" 111.4u 141_411 )..-4° •Fl• z'' CD)=6.1:1,. ....t<tr. <1 -.-••••. . . . 0 .. .• 0 . \ cvni_r:1/4mi-PFeiTm"A'1.F3OT - • • • , J - I ' . . 3 2 A5 • . . • TRUSS TO CONCRETE TIE-DOWN SCHEDULE A5 No.. ALLOWABLE ALLOWABLE 1111111111\ 1 i 1►(1. SYMBOL CONNECTION TYPE NO.. RECOMMENDED LOAD TENSION II II L-3/TB-5 { I ' I >� I•' 'E" "• ' i`" �'"Itin•Z� 0 SINGLE PLY TO CONCRETE I HETALI6 W/•15-IOd x I-1/2 BIOS* 945# * _LI Li u u u L r teV'a illy cli MTS 12 W/I2#10 SELF T,CPPING- ��' EU © SINGLE FLY TO META_FRAMING I SF'FING ',Dec*1060# ' a17� zdhd6 „1447 �o • m U ' 7,014511.A Tp-I/TB-4 T13-I/T5-4 T5-I/T5-4' TB-I/T5-4 TB-I/T5-4 TB-I/T5-4 TB-1/T5-4 T5-1/T5-4 T5-1/T5-4 T5-1/T5-f4 I I I I I I I I I I I I I I I I I I L ALL TRUSSES BEARING ON CONC.OR MASONRY TO HAVE TES BEARING PLATE L-I/7B-4 L-1/T5-4 L-1/TB-4 L-I/TB-4 L-IlTB-4 L-I/TB-4 L-UTB-4 L-1/TB-4 L-I/TB-4 2. SEE PLAN FOR CONNECTION LOCATIONS 4 MARKS OTHER THAN MINIMUM. In- -r 40TP 3. ALTERNATE HUGHES ANCHORS ARE ALLW OED AS NOTED IN HUGHES CATALOG. e \ * PERPENDICULAR TO PLATE=1100*4 PARAI I Pi TO PLATE=4150 tdT - 6 t W • 0# ROOF DECK TO BE ONE LAYER OF 3 • Ui • ROOFING FELT TN-TAGGED TO 5/8"'COX'PLYWOOD �,- -(n SHEATHING INSTALLED PERPENDICULAR TO FRAMING. STAGGER END JOINTS B.NAIL W/3 - RING SHANK OR IOd COMMON NAILS AT 6"c/c • EXL.tt-'T AT PERIMETER 6'WHERE SPACNG TO BE 4"c/c. • AND AT 3'EA.SIDE OF RIDGES WHERE SPACING TO BE 4"c/c. _ 1- I i UI ry(u� I' • 4 3 \ '4 3 6 \ 1• \ 3E 2E 2 4E ]Fi. 2 6E i. W ' CASE B� I- 6, l 1 5. i� iCC 2e 1 wmd - -.Wind r i MAX AND MIN PRESSURE VALUESFORIEACN AREA . MAX COMBINED VALUES CONSTANTS: .a) - • ELOPE I/411/FOOT SLOPE I/411/FOOT -r - LOW RISE STRUCTURE MAIN WIND RESISTING VALUES FOR DESIGN - ((� - ' Overturning combinations do not include internal prssce. Building Width=60.00ft F ' PRESSURE VALUES FOR CASE A WIND DIRECTION: Roof pressures do include mmmelpressure. Budding Length=70.00ft Roof Mean Height-13.00ft (� (AREA I)P-17.31 D+{657 psf Total Combine Loads Roof Angle=0.00 deg rI1s lf1 (AREA 2)P=-1522 ps{-25.97 psf Aaass Sides 1 and4 Dimension n-520 ft l \ (AREA 3)P=-5.67ps{-16.42p£ Mast P(CASE A)=20.60p£ H (AREA 4)P--3.28 pc{'-14.03 p£ MuP(CASEB)=10.00 p£ EQUATION CO CONSTANTS: (AREA IE)P=23.58 ps{1284 psf I _I- - (AREA 2E)P=-26.57 ps(-3731 p£ -Total Combined Loads Preserve based ASCE 7-98 EQ.(6.16) , (AREA 3E)P=-10.45 psi-21.19 psi' Across Sides lE and 4E Loot Rise Main Stmue a ' (AREA 4E)P -7.46 ps{-1821 pef MasP(CASEA)-31.04 psf P=q(GCpfQCps andP=-9(GCpfOi) MooP(CASEB)=10.00 psf Rz-0.70 Vd .eCoot • e PRESSURE VALUES FOR CASE B WDIDDLRECTION: KB=1.00 TopogrephicFactor Total Combined Loads Ed-0.85 W'mdDiradan Factor (AREA 1)P=-8.06 ps{-18.81 psf Awns Sides ad6 .V-140.00 mph (AREA 2)P--1522 pa{-25.97 p£ MoxP(CASEB)-20.60 psf .I-1.00/mportaoen rector (AREA 3)P=-5.67psf,-16.42psf q=29.85 psf Velocity Pressure tO (AREA4)P=4.06 ps5-1R8I psf Total Combined Loads GCpi-0.18(4-)Inte sfRINIam Coeff (AREA 5)P=1731 ps{6.57 pot • . Across Sides 5E and 6E Exposure=B _ (AREA 6)P--3.28 pa{-14.03 psf IafascP(CASEB)-31.04 psf Importance Cat.=2 . (AREA(E)P--8.96 pot-19.70 psf The following are Ana external pressure ead:s used p� \ (AREA 2E)P=-26.57 pc4-3731 p£ Roof Are 2Mao Values GCptvoiurs: ry� •(AREA 3E)P--10.45ps{-21.19p£ There is no.downwerdpcorssre (AREA 1)CaseA.0.40 W: . .(AREA 4E)P--R96pa{-19.70p£ UpBRP=-25.97psf . . - •(AREA2)Case A.=-0.69 t- • • 11] (AREA 5E)P=23.5gps{12.84puf l(AREA3)Cass Al--037 . _-. (AREA 6L*)P--7.46 ps{-18.21 p£ Roof Area]Max Valdes :(pREA 4)c000 A--029 - _ TII • There s no dowmwrd pressure (AREA IE)Case A=0.61 �� Y- NOTES: Uplift P--15.42psf • O(AREA 2E)Caoo A--1.07 (AREA 3H)Cam A=-0.57 S O O • When combining vases to obtain the worst case load on the frame. Roof Area 2EMax Values (AREA4E)Caae A--0.43 the=lint ptessmo used muotbo Beaty than 10 psf Hint Them is no dowmvrd pressure (AREA 1)CaseB-4.45 Um 10 pd. UpllftP=-17.71 p£ (AREA2)CaeB -037 ,��, (AREA 3)CaseB=-037 • •The OMptmwsvnhlet ioduds efftaa from letmntl prima. RoofArea 7EMaoValues (AREA4)CaseB--0.43 _ Thorn Is no downward pressure (AREA 5)CosoB-0.40 �-, -+---- s ] [ ] • ►. ----_ Uplift P--31.19paf (AREA 6)CaraB=-039 ;-..--- - -- -- -'•-I---- (AREAIE)CaroB=-1.0s I I I I I I I I I I I I I I I I 1 I I (AREA 3E)C4co B--1.53 I\ rr I I (AREA4MCo B®-0.57 I/ (AREA4E)Cnse11=-0.48 I I I I I I I I I I I I I _ ' (AREA�,v.-B-a61 �B I I I I I D I I I I D - (AREA 6L')CaseB--0.4] l� • -Imo' --ri- -IF"t-- '-71- yr 5 51 h I I I I I I I I I IG L-_ • 4 �j Ana-zo.00£ . I _I I __i_I _J 1 - ''� 4 .5 5 �e AREA PRESSURE I I Irr! I I SLOPE UP '12 •- 1)P 542 -I _ ! E: :Es *s- s-s n�` - SLOPE 5:I2 �SLGPE UP 5:12 I I /(��� I I SLOPE UP 542 SLOPE UP 5 14-� - I��I -�j l - - I ' - WAIIS-CONSTAb71'S USED • 4 t.I MAX-ii.8• I/ ® t'sl -I+I Y a -�I I I 1 l v © l I I O --. ti uL: nodAv6h i,4101kg b=Ens:kW 5 MAX=30.46 it J I • I I I I I I I I oav+i>eh-elm R=d13�+`a I ����1�� �ai�yaaraylr ►��r �i -10-- Rah ASCE 7A8,Equation617 5 MIN=�1(130 `> - --� �- T-! r ---, Is r-- 1'I 171\l■N�y�l�l�l�l►(r Walls arelessrhan or deequalm60ftmgh '.,/ --� I�� \Q , '�' COMPONENTS AND CLADDING ltoofAogle-0.00 deg W W I 1:: - 10 - IWALLS EaveHeight=13.00ft Area-50.00£ _ _ l - - - - - Structures lesst oo or equal to60ft Area=10.00£ AREA PRESSOR&(psl) {/\ T 7 \Cp VALUES i m i E LL1:coMPONET7f PRESSURES: AREA Cp 4 MAX=28.64 1 T (Il a_ , ,1 a• ut t I (�� • ���v Bo AREA PRESSURE(psf) 4 Lao,-I.lo 4 MIN.-31.97 R. I I I I I �, IIIIII. I I 1 3 I I m_ 4 I I IJ I I l.,f F ',�`al]I t 5 MAX-28.64 ca r �, .o�n.. ••.iF Lf 3 1.00,-L40 5 MIN=-36.54 , - , L-3/TB-5 , - . 4 MAX-32.24 Velocity Pressure Roof q=29.85pd L-3/TB-5 4 DAN=44.92 Exposure Coeff.RoM•Ka=0.70 Ap-100.00£ I I L-2/TB-b UtL6 ' P trit.;,F`IF 5 MAX=32.24 wend Sped,V=140.0 MPH - L-21TB-6 L-2/TB� ''-:f'11• - . 5 61Q•1=-42.98 Exposure Cal=B AREA PRESSURE(psf) . Importance Cat.=2 . Dioeu4osa-520ft Internal Pressure Cad,GCPi-0.18 4 MAX-27.46 . Nangwhen max abwhaevalue leleisthentopot WindDircti Fmta.Ka=1.00 4 MIN. ® 0 O `' t I .. um 10 psf or lO psf applicable Wud7)aatian Factor,I(d-0.85 5 MAX-27.46 ,1 3 .._, ..._ - 5 MIN=-I338 t� r-a% 4 OOP Q1 6CAlE+V4'dFGTfAL6,:, T; 11111 ■i11�■■■■� - .iIIu1 LIGHT FIXTURE SCHEDULE [ ' I I I I l •I — ,� rl\� �:�\II' Fl HALO NSOEQOY 810 EC TRIM 2-�,IU OTT GOI'Q°IJGi FLUORESCENT r t I n•5i,'H :14•i w it i F1 E7cTf321GR`WALL p,-COW1 ECp12ATI I TAU..1� � j C SI -CONIRACTO WALLED 0 0 0 0 0 ° � 1►11 illi[ I�il VEi3i F3 1TM CC-2 E tTER CA3Cr LIGHTS FI / FI FI FI FI FI ■■Il��lll •'fL17�ll�liltCiCit F4 £i1E-IXES CA(-81-1FONSO-WiT L1C+RS F5 S'R lUEE Ta'S'GRART•L.IGHTMG-CHAIN SUss?ENDED Ai.t.tePOLZARr NTERIOR1.4141rG '' FROM F10114E PAPEl LPRL TENANT fMF?ROdH'EM O u d U n I; h n II 7 P n 0 u I) 7 P 0 77) ri P4 F4 F4 ors i MALL 11111160110E MERR METER MEIER H�j�Bri% WEER _ OILALL4 WMEBEOIife"CIS i6tl 1RI 1,71 // 2fgA 200A 200A i CURER I MORE aff MORE I HEW 'E' PANEL 0. lO IO 17;500 Ic Al 100 a 1' 1J- I PANEL' I PANEL I I PANG I `D •�z I' 60 A L J L.J L J F2• F5 f3 • F5 LLg - 2 2 iun I ien�� I F5 F5 'L',G�N L"�L '�I ' 1' ' „ J-I� r ' I= JIIJ 3-3J 1 — - Jaw SNP GROUND M. I la 120 2401 PHSE-450A 5lt t�'•.s0— 0.�i •s•.r MOLE PROYCE 31111111 MONO 007E 3i/0 DIPPER NPRCIA ArniE OE:rou1R F2• J •F2 ELECTRICAL RISER DIAGRAM , / L F3 I • ELECTRICAL LOAD CALCULATION 3-1400 SF RETAIL/OFFICE SAYS L_ DESCRIPTION KW BREAI R WIRE 1 - I . GENERAL LIGHTING 4200 Sr X 3.5 WATTS X I.25 ,5.35 20 12 1 I G SIGNS 1200 X I.25 9.00 20 1 2 - 120 RECEPTACLES AT 180 vA 12 - F5 F5 . 10000 vA AT 100% 10.00 20 ,2 11600vA AT 50% 5.80 20 12 \ EXTERIOR LIGHTING I.00 20 12 • •F2 WATER HEATER 5.00 30 3 F2• FANS 1.50 R0 12 ( • ■■■■■ i - ■■■■■■■■ ■■ HEATING AND COOLING YI 10.00 50 6 . HEATING AND COOLING#2 10.00 S0 6 HEATING AND COOLING#3 10.00 50 6 . • ) : SPARES 6.00 20 12 25%OF LARGEST MOTOR 2.00 20 12 Flo- •F2 LOAD SUMMARY 88675 VA F • • -j 1 88675 VA/240 369.48 A AT 120/240V/I PHASE ■■■■■ PROVIDE 450 AMP SERVICE AND 3-150 A PANELS(TENANTS)+I-100 A HOUSE PANEL • 7g ISj I■■■�11111 ■ F5 F5 ® F®4 F4 0.11 — .] I_ I, u u 4 P LI• i � Ir iL '—` � 7,-:,;� a•.,. h .. . V m��■■■■■■■ �� ■■i�.ulux>Iv:�y�,ysc��, ugh ® 0 ° 0 0 0 0 ■■■[i;.Iip7:I;l�I:IIC111 ilicl,it Fl FI FI FI FI FI FI FI Tl11 i�ili�i Tiiru3fi'� III • _Jr 1111■■■moan, L mammmumumos iE ao. !!!!!!�!!!!!TI ■�I!*�!PT ■per —.QiWaiiFl!'.' "' • 0 ELECTRICAL PLAN i i1 SCALD Vd WCN EOW:16 I FOOT- - ' APRON • �"°°`g 111�1