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HomeMy WebLinkAboutBuilding PlansI 1-10 ./ / ZONING: AR -I ..___-------------- "" - �� LANO USE: RE5I0ENTIAL URBAN r / lip A. _ T 1tAk f--Lv7 r9.A �. 'MAMa1TA2pTqVLILLA45- DIfmcBIR NMAxegN y Piw TREE MCUNDAR" T`'�' � .. •, 3b ACRES / / 1.9 ACRES . /I/ I a�+ '`......•(b' $P. MAX.) 1 /\/\^`�'.'.' adlp y tlpvY y - / //. /� ------------ 1 L " .• 1.2 ACRES Marrt� OAK Tea ex it 3b'17° A f• t / / � 'o 4SRE%S r "^0"wCT1Eora�dIN v CP„ n fag• , ertno•ekr rrnre 1 Ar \ •A / NERS4 b` ,A�'--EXIT RAMP �' ', t ii1 f�f• t r Ilk 4 ACRES T W �. i / -,;. ZIP 0 A :RE5 R.I9 Tu@ I , .? \ -` •. ••,\r - o-_.i" TIPiCA71ON S�Gry- {`t _ _ __:_ ✓� "M=,14STREET IviLLAGE•� ; �• `� _ _ "�+r•�,4itrrn.rr�xt (xe u ° v DEti.:.iIlk f ,� enwrwn.. rrlrniwwwr��� c2QW! 9F. *t.9:x) :11 ' l ' % i h��l+CsE _.-__ _ ir$.`ab------- I -'& ;DENT e1CAT OW 5 Cnt.. IE"-.- L!M T OF. STATE 7 14 02 9F. "_x. `.._ PRE$ERVE A `_____ AND UNDERSTORY . I ----------- AND ----___.___----------- _ _ - - \ - - ' RESERVE 5OULEVARt� ----------------------------- if- --- } --------- -- --- — — — -- --- — - _—_ 'ate' Rnu! C - _- - v, - r .d y e ; M i ' t Aa I 1 , k i 1 �r M Vi N \\ k b M ZONING: AR -I LAND USE: RESi DENTIAL UR54N, � CY ) N : 14.2 uSE- LI —� .:�311AWl:luJIW1 'YLu11LiYY_ _ __ll i 24 i 1 WALKLGREEN35a'AGE i uC 9 `e_ � GREEN3SP-4r-EIMrJAL K1 I • lL �f TYPICAL 60' R/Uj 5ECTiON --. :_��WW 0}.JutlWbIMIl11:Yt WItW1111Wi•L Ott, WAL 2� "'_ CsREEN..3PAGE i'I!'l`F�7� Y6�Q1M C1 AJ i -113 IS TO CERTIFY Ti 1i 31T8 ptAN MEETS THE MINIMUM TECHNICAL: AVOUIREMENTS OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE. THIS APPROVAL DOES NOTCONSTITUTE CONSTRUCTION AUTHORIZATION UNTIL ALL SUCH PROVISIONS OF THE PROJECT DEVELOP- MENT APPROVAL HAVE 2EEN COMPLIED WITH AS FURTHER IDE '•IF.IED Q4 MMUNiTY DEVELOP- ' MENT ORD 1 ``i1 Site Data: Area Acres Parcel A _-- - 1.00 Parcel B — ._ _ _- 1.10 Pacrei C _ - Parcel D - - -L Parcel E IN Parcel F &60 Parcel G — - - -- Parcel H — -1.36 00 Parcel 1 i 110 Parcel J _ ` 1� Parcel K _ 1.80 Parcel L _ t70 _� Parcel M —_--- 3.36 R/W 3.74 Total Site 25.79 Development Reattr Developable Area _ _- 22.05 Acres Proposed Buildlng Sq. Fo0'Ca 150,000 si, Maxirrnrrn Bldg. Coverage is )_�--_11.t)3 Ac. ivtaxirrnlm Bufiding Height 60' Lot Size & Dimensional R,�quirements` Zoning District -. —._ CG - Conwwcial General Land Use Commercial Minimum Lot Area _ �-- _- 20,000 sq. Minimum Lot Width _ �- __.—_= 100, Minimum Road Frontags 60, R:uiiding Setbacks Front -- ---------- __ 25' ,/Iti16 _ _ _10, `�'-G/COmer ._ °'tear 29 COMMUNITY VELOPM 1` �v11NISTRATOR APPROVAL, _ - PROVAL DATE V�o� ' ` ;4 NQl SxCl%L Mp r r -% rll�q�t►t�gs�i \11141i qD 1. ALL EXISTING PUBLIC OR PRIVATE ROADWAYS WITHIN 150' OF THE PROJECT'S ACCESS POINTS ARE SHOWN ON PLAN. 2. INDIVIDUAL PARCEL CdEVELOPMENT SHALL MAINTAIN INDEPENDANT PARKING, BUILDING SQUARE FOOTAGE AND OPEN SPACE STANDARDS AND SHALL CONFORM TO PROVISIONS IN THii BUILDING HEIGHTS UPON SITE DEVELOPMENT APPROVAL. 3. ALL GENERAL LANDSCAPE REQUIREMENTS WITHIN SECTION 1.09.r?JO OF THE LAti DEVELOPMENT CODE PERTAINING TO RIGHTS -OF -WAYS, ABUTTING PROPERTIES, INTERIOR P,ARKiW-z AREAS, LOADING SPACES t WASTE RECEPTICLES FOR THE DEVELOPMENT SHALL BE FOLLOWED UPON DETAILED LANDSCAPE PLANS, 4• IRRIGATION WILL CONFORM TO LOCAL t STATE REGULATIONS REGARDING WATER CONSERVATION, B. ALL UTILITIES WILL BE PLACED UNDERGROUND. Go. ALL SIGNAGE WILL CONFORM TO SECTION 9.01.00CF) OF THE LAND DEVELOPMENT MENT CODE, 1. LOCATION, SIZE AND ARRANGEMENT OF PROPOSED LIGHTING WILL BE S. PROVIDED WITHIN INDIVIDUAL SITE PLANS, 9. SIDEUJALKS WILL BE PROVIDED ON A PER PARCEL BASIS, CONSTRUCTED BY INDIVIDUAL DEVELOPERS. 10. THE MAXIMUM SQUARE FEET OF COMMERCIAL DEVELOPMENT WILL NOT EXCEED THAT AMOUNT AS STATED IN DEVELOPMENT ORDER NO. t-I-05S, AND 15 EXPECTED NOT TO EXCEED 150,000 50, FT. OF COMMERCIAL SPACE. Thomas Luddo & Associate..Q PA. Land Planning/LandsmpeArchitecture IV 100 Avenue A, Suite 2A, Ft. Pierce, F'L 349.50 561-467-1301, Fax 581-467-1303 n 4c MaInstreellt 1 ilkage St. Lucie County, Florida Development pent Flanffa25K�97 p r i0o PD 50 100 CADD/File No. TD/4/b585-MDP / North Scale ___. 1" 2 100' Dats/R®Melons 8.9.9fr 1.14.91 DrawnlChecked_ TDKsB 1.15.97 ✓ Job Number---w•.-..._--6-A T/brn rnr'_.__i__. n___.—_� ter__. �M. _. •... r. ... .. .. ,._ + j(/ Z�RESIUE �T �L URBAN I ZONING/LAND U,5E: CC-t ; LAND USE; 1,MM�,� '~ - LOT A 1-1 INSTREET VILLAGE COMMERCIAL CENTER i l /r 9 M oh 15TROUNDCOVE75 QED - !SOD' , U p •. c ,, ,, '' �a�" 1111III(q IiIIIIIiI ' r , / • '\ . 0 / PANTRY 15UIL. IN1 3 r U % ' • \ TYPICAL CBS CONS CTION %r` i 'r i' �® / • FIN. FLOOR ELEV. 29.10 'AO'MAX, HEIGHT 01 ♦ I 1 1 , r I r ik - 1 r 4 O a'Ijlj •� /,�� !l .� i v POLE �1111CI l I � I 156"5c- 3T' I UNDERGP l c=423O' s 1 FUEL T, l r a 25.rD7D 1 500 � � , r.// 1 �\ � •y .. ,. .pj / � �\ III(( IIHHIIImi •,,_.... ,�'� � ' `-.. T HS IS TO CERTIFY THAt'-THtoa SITE PLAN _ r 1 \ � •, / I � IIIi�iIIiNlIIIIII � �'� MEETS THE MINIMUM TECHNICAL REQUIREMENTS � +,Woe •„ I l OF THE ST. LUCIE COUNTY LAND DEVELOPMENT \ .` �! ` 11{ItI�{1111!.gll(�r, Illi CODE. THIS APPROVAL DOES NOT CONSTITUTE \ \ ° ` 4ONSTRUCTION AUTHORIZATION UNTIL ALL / SUCH PROVISIONS OF THE PROJECT DEVELOP- \ `' +• \ ` MENT APPROVAL HAVE BEEN COMPLIED WITH AS MANSTREET VILLAGE`S _ l FURTHER I NTIFFIED IN COMMUNITY EXISTING TIgE TYP �MUNITY DEVELOP- IDONTIFICATION SIGN - 30' HT. MAX.) . ENT O (200 SF. ICOMMUNi DEVELO EN DMINISTRAYOR - PPROVAL ATE � �`�0 gOU� � � .. PRELIMINARY �e'r > 'a);�D lT rop, CUSTRUCTKmSIMI - .. �4'S5'21" i�r G f15JD0 1 \ Z;a1NING/LAND USE: CG MAINSTREET VILLAGE COMMERCIAL CENNTER IDENTIFICATION SIGN r 200 5F. - 30, HT. i" f AX.) PLANT L15T: SYMBOL COMMON NAME BOTANICAL NAME TF4tS_�— ". LIVE OAK OUERCUS VIRGINIANA 0 DRAKE ELM ULMUS PARViFLORA "DRA CREPE MYRTLE LAGERSTROEMIA INDICA TREE LIGUSTRUM LIGUSTRUM LUCIDUM CABBAGE PALM SABAL PALMETTO 3MEDGE _51- 5'ANDANKLUA VIBURNUM VIBURNUM SUSPENSUM OLEANDER NERIUM OLEANDER INDIAN HAWTHORN RAPHIOLEPSiS INDICA ( PARSON JUNIPER JUNIPERUS PAF*ONlI KING SAGO CYCAS REVOLOTA G NCOVER S LAVENDER LANTANA LANTANA I.IONI ViDEN5i5 - DAY LILY HEMER:OCALLIS I FAKAHATCHEE GRA55 TRIPSACUM DACTYLOIDE5 (SEE LANDSCAPE NOTES POP, PLANT 51ZE5) _ OUANTITY 14 KE " 11 '10 8 40 1'T0 20 (0'0 320 20 Dot is _ Wilding C (8%) _ __, .11 Ac. PWa emWa (Spar► S*Iwe/Landwape (4496) �..65 Ac. —_ __ 58 Ac. Total Site Area 1.34 Ac. Lot Size and Dimensional Recgremerft Zoning District: _ Commercial General _ Land Use: _ Commercial Minimum Lot Area �_`_--- _ -�_- �� Sq Ft Minimum Lot Width _ Minimum Road Frontage J. Building Setbacks: -- Front _26 Side _ _ _ , Side/Corner �__--- 20 Rear _. _: 10, Maximum Bldg. Height :�_ �� -- 60, Maximum Lot Coverage (by Building) 50% Parkin_g__Requir_ementsv _ Food Store 5 sp, per 1,000 S4 Ft 3,608 Sq. Ft. divided by 1,000 = 3.6 X 5 = 18 Spaces Required: ...__ 18 Spaces Provided. 19 L andscaI RecgrLomgi s Landscape Area Ractired Prop. ad}}'scent to R/W 5W x 15' = 8,250 S4 Ft Prop adjacent to Pr Lines 175 x 10' = 1750 Sq. Ft Interior Area 30,928 Sq. Ft Vehicular Use Area divided by 18 = 1,718 Sq. Ft Trees Required 56(Y L.F. of R/W divided by 30 = 18 trees 176 LF. of Prop. Line divided by 30 = 6 trees 1,718 Sq. Ft of Interior LA divided by 180 = 10 trees Landscape Area Required: __ 11,718 Sq, Ft. Landscape Area Provided: — 24,394 Sq. Ft Trees Required: _ _ -- w—� 34 GENERAL/LAND6CAPE NOTES: I. DETAILED LANDSCAPE PLANS WILL BE PREPARED FOR ALL AREAS OF THE SITE TO CONSIST OF GRO UNDCOVER SHIWS, PALM AND TREE MASSING FROM PLANT LIST SHOWN. 2.. ALL ELEMENTS OF LAND51CAPiW3, 'SHALL BE INSTALLED 50 AS TO MEET ANY OTHER APPLICABLE ORDINANCES.. LANDSCAPING WITHIN VEHICULAR USE AREAS SHALL SE PROTECTED BY A 6" NON-MOUNTAMLE CUBS. 4, A SAFE SIGHT CORNER WILL BE PROVIDED AT THE PROJECT ENTRANCE WITH ANY PLANT MATERIALS OR 8T'F1ICTURES OO FOirMIKG TO I.M41 IT RESTRICTIONS AND CROSS-VISISILTY CONCERNS. 5. LANDSCAPP+IG SHALL Be DESIGNED TO INTEGRATE WITH THE BUILDING FACADE. PLANTINGS SHALL INCLUDE TREES, HEDGING AND GROL4,0 CA PLACED 45AP�67 8UiL0IW-*S TO ENHANCE PUBLIC vIEW. 6, PLANT MATERIALS USED SHALL COl F0NM TO THE STANDARDS OF FLORIDA NC. ; OR BETTER A$ 41 'IFN I4 GR.A37E$ ANU STANDARI+.6 FOR NUR9E1t'r PLANTS" BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES 1, ALL LANDSCAPING SHALL BE INSTALLED IN A PROFESSIONAL MANLIER ACGOROHJG TO ACCEPTED PLANTING PRACTICE WITH THE QUALITY OF PLANT MATERIALS AS HERINAPTER DESCRIBED AND SHALL BE IRRIGATED BY AUTOMATIC MEAN$ EXCEPT FOR XERIOCAPE AREAS. XERISCAPE AREAS SHALL HAVE WATER SUPPLY TO PROVIDE TEMPORARY IRRIGATION UNTIL PLANTI496 ARE ESTABLISHED. S. LOCATION OF SPRINKLER I.MADS, HOSE MISS, OR QUIOK COUPLERS AND OTHER INFORhIATION ON IRI WILL BE PROVIDED ON DETAILED IRRIGATION PLANS, 5. ALL PLANT MATERIAL SHALL BE INSECT AND DISEASE FREE AT TIME OF INSTALLATION. 10. TFM96 SHALL BE A MN"UM OF TEN i 10) FEET IN HE*WT AND HAVE A CAL fPER OF TWO AND ONE-HALF (2 1/2) INCHES AT FOUR AND ONE-HALF (4 1/2 ) FEET ABOVE THE GROUtJD WHEN INSTALLED. 11, ALL REQUIRED TREES SHALL NAVE A MINIMUM OF FIVE (5) FEET OF CLEAR TRUNK AND A MINIMUM FIVE (5) FOOT CANOPY SPREAD AT TIME OF PLANTING" 12.. AT LEAST 50% OF THE PLANTED TREES SHALL CONSIST OF NATIVE SPECIES, 13. EVERY THREE PALM TREES SHALL COUNT IN THE TREE REQUIREMENT AS ONE SHADE TREE. 14. ALL BALLED AND SURLAPPED TREES INCLUDI* QUEEN AND WA&4W3GTONIA. PALMS SHALL BE STAKED, S. SHRUBS SHALL BE A MINIMUM OF EIGHTEEN 08WN-49$ IN HEIGHT ABOVE GRADE IMMEDIATELY AFTER PLANTING. HEDGES, WHERE 111SOUIRED SHALL BE PLANTED AND MAINTAINED 50 AS TO FORM A TWO (2)FOOT OR HIGHER CCI�11NUpU8, UNBROKEN, SOLID VISUAL SCREEN WITHIN A MAXIMUM OF ONE (1) YEAR AFTER TIME OF PLANTING. 16. vIES SHALL BE A MINIMUM OF TWELVE (12) INCHES IN HEIGHT IMMEDIATELY AFTER PLANTW 3 AND MAY BE USED IN CONAUNCTION WITH FENCES, SCREENS, OR WALLS TO MEET PHYSICAL BARRIER REQUIREMENTS, 11 GROUND COVERS, OTHER THAN GRASS, SHALL ME PLANTED IN A MANNER AS TO PRESENT A FINISHED APPEARANCE AND REASONABLY COMPLETE COVERAGE WITHIN NINE (5) MONTHS AFTER PLANTING. B. TURF GRASS SHALL BE INSTALLED USING SOLID SOD AND SHALL BE EITHER SAHIA OR ST. AUCGUSTINE SOD. I5. ALL LANDSCAPED AREAS OTHER THAN SOD WILL BE PROVIDED A MULCH COVER OF AT LEAST THREE (3) INCHES. 20, THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING, WHICH SHALL BE MAINTAINED IN A GOOD CONDITION AS TO REPRESENT A HEALTHY, NEAT, AND ORDERLY APPEARANCE FREE FROM REFUSE AND DEBRIS, 21, EXISTING VEGETATION TO REMAIN ON SITE CONSISTS OF: SLASH PINE (PINUS ELLIOTTID, GALSERRY (ILEX GLABRA), AND SAW PALMETTO (SERENOA REPENS) 22. ALL PUBLIC AND PRIVATE ROADS WITHIN 1"' OF PROJECTS ENTRYS ARE SHOWN. , >✓,> I nom. Lucido & � ocia t ee, P.A. Land PI dupe ArcMtecture V 100 Avenue A. Suite 2A, Ft. Pierce, Fl. 34950 581-467-1301, Fax MI-467-1303 f 322 Georgia Ave, Stuart Fl. 34994 561-220-21,aO Fg�rr 561 �23-020 w 800 N. Highland Ave, Suite 206, Orlando, Fl. 3AP03;" 70t x 407-872-0869 MAINSTREET VILLAGE PANTRY ST. LUCIE COUNTY, FLORIDA (LOT "G" OF MAINSTREET VILLAGE COMMERCIAL CENTER) MINOR E>EVEI_OPMENT SITE 4 LAND5CAPE PLAN � CADAfFile No. TD/2/64W-PSFH North 5oa1e 1,S " 2� U&Ce/Revlafone I.11.91 6.13.161 ew tR/clsw e#ed ' 4.4.11 Job Nemher 645QP A lA ckli LOT G (Mainstreet Pantry) -- MainStreet Village @ the Reserve S/D (master plan) i GRAPHIC SCALE ( IN FEET ) I inch = 30 ft. tit K fi 'art t SO' I p. �6a� 4 a 161.60' a o N fOUINOM5J6" O9b2'.33 ftt t;1 0,R0 4 M N ^,2—AND CAP LBu3432 ELEV.27.12 A 161.76• A& ` \9\ V P� 0 w, v r C VACANT 1.;i4 ACRES 0 0 +r�6 1 ti� 0 O :y9 0 ga +7'1 FpUND S 4 "OD B" FOUND 5 " L8 5139 B TH ROD 8 4 " S 76•Q o * 5139 1ys�3577• 60,•208 E ti1l W 80' SET 5 " IT 7Op p 1 ,9161 f0 e N _Orb N .0 +�5? A +I6� V +`I91 1 O 15 -o a� ND 7g�8, /�/ o FENCE S�OI?ME 5139CAP O� 9 ' v 76 •4 ' c-_-__�_ _- o �--- 20 0 — y " a ,p SS 'nt(a UC<-v fi `kawr yv»..' 4 ✓SIGNqD fi i2 O V O s.r�r"to':�•��j:K,'�+�"c`.iAjx,�t ' ��rlrr��.,'v`�' ,n',ly. "„�r'�.'a:��1"4'•t„`�,a,�`%� e,,E�3 ;: ��LqN.... 1NpORM ' / SIGN '-fy w if"�}rta� v'Sa* �Y ` "k �1~ '/4� > ..,' `c c #iT/' ,::� O CDNGRE afi I� E va 1[i sy i� ¢ �' i3 wj7y •tm ,@N01N,..a,.,° ta*.: + 1+,:•w �*k..i�w:i':.'... P + 52.i5, S .,.r<`'' r :7ics ""-r-.,.v ollyT N OF 4 ,. 16 NG l O 8' E�NNt 5 W yN zo S __-- 8 --ALE 9 0 NO li T.�. 4.:. .. ., sspp .rt- ., . ,s .,. '� . �>v ,'u,.. 'xys. .,�' -z,�'' ..3ii.. h •' '.,, ,m ,.• *�,6.': r«. •'rr, I.. , r�, � ,� *.:.. a', -- ,� :-S.,Y.xz; t�4 :sz ..„.- `,•Fi". ,rS-'t. . ,�..e u. ,�. r-W - .#�'.." �� rl.�. I � , I F, ;r ri Y y .e. , . Y tC�e . ` .' •rtr `, , ... •� o ..:. , . , ' ' �(i. : '. a ,.m L \✓-r...;2. r. i1 iY . Y a . , r x : .: ., v :c«.. , ,.. ._.,.+`5 .: , .,.. .. .., ., ir. ... '... r...... .. /.• :ce' S-. 's"+i 1' "k3 �1S'r 'Y ev 0 T ,{ p �i , .-... _ •�Y. `�.. -.. ... ». ,�,.. .yip . � , .., ,�., .. a. '�.� _,:r. 'V•" &2' - _ :. n. '� ., Y i �f" s ..X,w 1., } :. ^, - .. ra•:. b . ,:... a,-, w. r�. '. ...1 '.� a.� , :. y.. 6 � r.,,. .;� � .�. .., e '. r :L" .,., W ,. ... . , p C- PaY ,3� * .h.✓'.µa ,,. .r_�,,.... u{+ .. Y �• a >, 9'r ..' i ,, , _ .,., ,." ''�{ ,,., s, K. t� °. e... �+ t�� CONC a , i T� ,.. . ;, N st u i . �' . T �... .., , vuly'�i'k �k .. ,mw ,.-, .:Am. .G. .. t. L � r v r- r .d < . *c,�,, „xry fF � ! t'.a. a.. 9 k ,.. .. : G. .,€ a.y ,p'Ti n2 , ,. x R > i, `�Ye. > L7 .,t r 5 ' ,a �, iL[ n i5(.. , '�.. ,x . K� :. ,±j. '?. �"r .. ..: I t'Y . .. r Z �r .., ,,y�am�. ,r •Sla` � ., u' �. .�:'' ,. ., �, !A, .a. .k 'y y 5.. vW. , ... .krii�,. v,:. ..•��`: .: rti. nd.L.: � >� : s 1/ ..... _., 5 a" ,c. :.. , ..�.. .:N ..,. a- .,t/ey ifl ,: .> .,,«�... n�� .•:3` 5,q , a , ,v n�.. .. + 0 ._ a R�Y:'X,y. .R.,u�� fS� • [ — r } �.,>,' °�: "� l� Wiz., �ux n �4 .:,.T.ar��'T'��.r�.-.�. >-T�`�'��"�s�,j.�`-'•r',�`�1, s �� ' + r �'' .�Y.,: �:f�.»•'.. e, .7';" ,�..,�z-rh�zr»y�.��-';�"-a,. s�.,�`c°��'.i�.a.,a'���.-�i���(3��t't:w�4h..ati,.,skY;�:�s. �l�",.��c^��rr�x�. . _ ._... .O +�'h a .. _::,.,:,-z:. d 2 �'S 1 a rEf�i7 ti,ee«, 6 .� O.ONL` TE ��'ar_ `•J wax,'`�.,"'+f`@'+y'`Yrt,�Q ��.'�,,,` ws,�fi n}�''�`.�. ,:i` NOTES: — FOUND 5/8' 1) lAl; BEARINGS SHOWN HEREON ARE BASED UPON THE EAST LINE OF IRON ROD SEC a7 6E"I IN0011'31" W. NTH CAP 2 NO BELOW GROUND'NPROVEMENTS / STRUCTURE HAVE BEEN LOCATED. 3� ALL DATES SHOWN WITH N THE REVISIONS BLOCK HEREON ARE FOR INTER -OFFICE / FILING USE ONLY, AND IN Nu WAY AFFECT THE DATE OF FIELD SURVEY AS STATED IN THE CERTIFICATION. 4) THIS SURVEY MAP IS NOT VAUD 'MITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURV:YOR AND MAPPER. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY IF NCIT SEALED AND IS NOT VALID. 5) `IiiE LEGAL DESCRIPTION AS SHOWN HEREON WAS PROVIDED BY THIS OFFICE A+HD NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE. 6) UTTJTIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES, THEREFORE, ADIJIIONAL SUB -SURFACE UTILITIES OR STRUCTURES MAY EXIST. 7) THE°ROPERTY AS DESCRIBED AND SHOWN HEREON IS SUBJECT TO EASEMENTS, RESERVATIONS, RESTRICTIONS, AND RIGHTS -OF -WAY OF RECORD. 8) FLOOLZONE = "X", AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODINSURANCE MAP, COMMUNITY -PANEL NO. 120285 0275 F, DATED `UGUST 19, 1991. 9) ELEVATINS SHOWN HEREON ARE BASED UPON N.G.V.D. 1929 AND REFERENCED FROM SI LUCIE COUNTY BENCHMARK PSL 622, ELEVATION = 24.978. THIS DOCUMENT, TD D TIRGY WITH THE CONCEPTS AND FOR THE SPECIFIC PURPOSE AND MICH IT WAS PREPAREDTED HEREIN, AS AN INSTRUMENT OF . D. REUSE VICE, IS INTENDED OF AND IMPROPER REUAE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC ALL BE WITHOUT UABILN TO CREE(Z'I ENGINEERS, INC. : 00 S" W per' 381.83' \-R=131.00' 7O 0 85*53'33" W &=65'19'11" 1=149.35' W RESERVE SE BOULEV R D EXTENSION CATCH:/ — BASIN Fti S 89048 29 W 574.16 %V�O`Ra 00 1'7 M m CO O R = 621.42' T o ,L = 16'46'56" z L = 182.02' 2726 POINT OF —_/ 135 COMMENCEMENT SOUTHEAST CORNER SECTION 27 TOWNSHIP 36 SOUTH RANGE 39 EAST M� (n LEGAL DESCRIP110N; A PARCEL OF LAND LYING WITHIN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE NORTH 00' 11' 31" WEST; ALONG THE EAST LINE OF SAID SECTION 27, A DISTANCE OF 1891.86 FEET; THENCE SOUTH 89' 48' 29" WEST, A DISTANCE OF 574.16 N FEET TO A POINT OF INTERSECTION WITH A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF N 621.42 FEET, A CENTRAL ANGLE OF 16' 46' 56" AND WHOSE RADIUS POINT BEARS SOUTH 52' 38' 42" EAST FROM SAID INTERSECTION; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF 182.02 FEET; THENCE SOUTH 20' 34' 22" WEST, 532.11 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE O NORTHWEST HAVING A RADIUS OF 131.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A N DISTANCE OF 149.35 FEET THROUGH A CENTRAL ANGLE OF 65- 19' 11'; THENCE SOUTH 85' 53' 33" WEST, 381.82 FEET; THENCE SOUTH DO. 06' 27: EAST, 64.23 FEET; THENCE SOUTH 89' 53' 33" WEST, 300.00 FEET TO A POINT ON THE NORTHERLY RIGHT—OF—WAY LINE OF "RESERVE BOULEVARD" EXTENSION AS RECORDED IN O.R. BOOK 629, PAGE 2523, PUBLIC RECORDS OF ST. _JCIE COUNTY, FLORIDA; THENCE DEPARTING INTERCHANGE PARCEL AND THE NORTHERLY RIGHT—OF—WAY LINE THE FOLLOWING COURSES AND DISTANCES; CONTINUE SOUTH 89' 53' 33" WEST, 402,58 FEET; THENCE NORTH 76 40 16 WEST, 52.15 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N 76' 40' 16" WEST, 233.81 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 25,00 FEET; THENCE NORTHEESTELY ALONG THE ARC OF SAID CURVE A DISTANCE OF 42.30 FEET, THROUGH A CENTRAL ANGLE OF 96 6 37 10 THE POINT OF TANGENCY; THENCE NORTH 20' 16' 21" EAST, A DISTANCE OF 164.09 FEET TO A POINC c7 CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 680.00 FEET, AND A CENTRAL ANGLE OF 01' 48' 21"; THENCE NORTHEASTERLY ALONG THE ARC OF 0 21.43 FEET THENCE NORTH 68- 05' 1 " E SAID CURVE A DISTANCE F 5 AST A DISTANCE OF 35.38 TO A POINT OF CURVATURE OF A CURVE CONCAVE TO 74T NORTHEAST HAVING A RADIUS OF 1025.00 FEET AND A RADIAL BEARING OF NORTH 22' 20' 25 0 EAST; THENCE 3OUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 161.76 FEET THROUGH A CENTRAL ANGLE OF 09' 02' 33"; THENCE SOUTH 76' 42' 08" EAST, 60.80 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 175.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 15.04 FEET THROUGH A CENTRAL ANGLE OF 04' 55' 27"; THENCE SOUTH 21' 03'54" WEST, 222.62 FEET TO YHE POINT OF BEGINNING. CONTAINING 1.34 ACRES, MORE OR LESS. •I � GATE AIT VE L OUE. THIS ;r ' ; t:4NSTRI,CTIC-';iu SUCH PHCSV151(:)N I (AENT APPROVAI `t �r , EN CIr nl I_.AL.I pg FURTHERr"AI.j,"V...e�J1't''! MENT ORf)F �-�?_. .._.n s n• ' Q®�y s" tz as C L1 �€1 Y V P tvl NIT ELO T A IN IS I Nr,.` m. f APPROVAL DATE Ob 5y�Yr t . NOTE: I EXISTINC; ELEVATION PRELIMINARY LOCATION OF ELEVA ION F©R rn7 jSTRUCTION Q (N �. o' LO 00 O • QaM) W o �o 0 O (� n .. m 1 ar a Hw V vl © La ©x Z 0 R (0V1� V) w L:j 0 LTJI J iA � L LJ Z .r 4W 0) 00 d � OMOo "q CV N ' °1 Q O � q Z p �ol� H Q T II t7 < >< TT LI I" NV)o L ..' U) m Y a i V) z Z O w 6 O U a W l J t N O o a .: 4 q 41 0 Ci �< n u � i LL cc 1 s g?yol Ir ■ ; 100 1i 4 0 �x' v+ ,r T° _"� 3 .'kr,' xr .S' x w.a xt i* v' ..y s>• 5�7,.n>, Wf?.f¢./�uAr ,m.. '{ ,` 'r r 4„r `'e'er". ',>�c�L^•-�,: .:. ..`: O"rt ��rS^'4Y",:� 4i~i' m•: �`y�e .:r `Fx'.'i;Ay-T ra�W !?�y v}. + T J�s.a. a�:a�'it+rx+1Sr.G,rE�^,�u4'e �O . ��s�e 5 TBM TEMPORARY BENCHMARK DRAWN BY. DAL mm h as a ---pry CHECKED BY: J.J.L. 9 CATCH 00 DATE +rye ~ +ry60 URVEY: BASINOF S SCALE: 3/20/97 1n' = 301 Jt, O! sr ' , ,�Nr DATE OF SiGNATURE JOSEP i E SKY PRO 'SSIO L SURVEYOR AND MAPPER LIC' SE NO. 4275 STATE OF FLORIDA FIELD BOOK PAGE 13 18-30 21 10 a� ip SEAL y.0 a1p1N D DATE SHEET 2 OF 10 JOB No. 96-040 #j LOT G (Mainstreet Pantry) -- MainStreet Village @ the Reserve S/D (master Plan) F a. , 8c P01 C—STORE<_ BI FLOOR PLAN P02 H.C. SIBLI , DETAILS TE1 �� TRASH ENCLO . E PLANS CW1 F -F UN CARWASH La. PLAN AND 0 D AT I§ CW2 CARWASH EX FRIOR ELEVATIONS o- CW3 CARWASH RG;F-FRAMING AND BUILDIN CW4 CARWASH P BIND AND DETAILS �. CW5 CARWASH E TRICAL"AND LIGHTING P CW6 CARWASH R AIM TANK AND DETAILS Q � DESCRIPTION PLA , ECTIO NEW 449_099 x 869_899 C-S 99 9 99 TORE NEW 22'-86 x 50 -0 CARWASH µ~`-}''' (D.F.0 (n MA :r.t,. ); (D:F.C.) (D. F.,C.) (D.F.C.) (D. F. C. ) R E Lit iI a - Ep CIE LDS Ly 0 G R D o, e N i V N W m w a w m z. :. U- 00 O. Q I ' U �: I-. 88'-0" g• 82'-0" I. -COND CUSND CON 7.5 TON 3.5 TON 1,.5 TON ACCU ACCU ACCU . _ 1 2 0 ' M CT DISC F—P F- P F__H F-P SECTION "A -A" SH T A08 3 -4., V- " 8„ 3 0 0 0 0 0 00 op P ECTRICAL NEL AREA 21' 4" 1'-4' r 21' 4" 21'-4" 0 T 0 0 El 2 2 0 1 1 1 0 i 0 o 0 z 0 z 4" CONCRETE SLAB W1 6x6 10/10 WWM ON VAPOR BARRIER CN T RMITE TREATED CLEAN SAND: FILL W/ AN ADDITIONAL LAYER OF 6x6 10/10 WWM TO 6» WIDE AT ALL PERIMETER p AND ALL BEARING FOOTINGS. (2500 PSI) (95% PROCTOR 'COMPACTION) II ' � I CONTROL JOINT o v i i I SEC11ON 2 0 SHT A08 o , I ''. , , i Im m` ,..,, TYPICAL :. II _, O " I I zoo V/ O > � ..- X z '::X Z X Z Z Z ^^ ".511. • 7 _ X X.7) X X TS 4X4X1/4 COLUMN L I uo o 0 � U v o � (TYPICAL) — p QJ) O ❑ C7 0 O111DIIIIOO ❑" ❑o ❑o ❑o O"ErlOO O O O 0 © 6 © 0 6 3' 0 3 O 3 4" 5'-6" 5'-8" 5'-6" 6'-8" 6'-2" 6'-2" 6'-2 6'-2 15-4 U� Z _ 00 oM H=- U oI Nm17OUNDATION PLAN SCALE: 1 /4 = 1'-O„ m b Q m J C b m w a N m b N w LL y m ❑ BEND INTO TIE BEAM 18" MINIMUM- #5- REBAR VERTICAL "A" BLOCK STANDARD BLOCK ALL SPLICES SHALL BE 18"'MINIMUM OVERLAP FILL:- CORE SOLID WITH 2,500 PSI; CONCRETE. MINIMUM "A" BLOCK STANDARD BLOCK --\ BEND INTO FOOTING 18' MINIMUM TYPICAL FILLED CELL DETAIL NOTES FOR REINFORCED UNIT MASONRY: 1.1 MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)" 2, MASONRY UNITS SHALL CONFORM TO ASTM C-90` AND SHALL HAVE A MIN. PRISM STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM E477. UNITS SHALL BE MIN. OF 45% SOLID: 3 ONE SET OF MASONRY UNITS SHALL BE TESTED IN ADVANCE OF BEGINNING OPERATIONS AND ONE SET FIELD TESTED FOR EACH 5000 S.F. OF WALL AREA. 'TESTS ;SHALL CONFORM WITH ASTM E477, 4. USE TYPE 'S' MORTAR IN ACCORDANCE WITH ASTM C270, MASONRY UNITS SHALL HAVE 3/8" FULL BEDDING. MORTAR PROTRUDING INTO CELL CAVITIES, THAT ARE BEING REINFORCED AND GROUTED, SHALL BE REMOVED. ALLOW MIN. OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT �. GROUT TO BE USED IN FILLED CELLS SHALL BE PEA ROCK PUMP MIX WITH A MIN. COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C1019. 6. GROUTED CELLS WITH REINFORCING SHALL HAVE A MIN. 1 #5- REBAR VERTICAL AT EACH CORNER, EACH SIDE OF ALL OPENINGS AND MAXIMUM OF 8'-0" O/C THEREAFTER. 7. TIE BEAM AND FILLED CELLS SHALL BE PLACED ' IN SEPARATE LIFTS AND CONSOLIDATED AS REQD TO COMPLETELY FILL EACH CELL. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF EACH CELL FOR INSPECTION. 8. REINFORCING BARS SHALL BE NEW BILLET STEEL PER ASTM A615, GRADE 60. LAP REINFORCING AS NOTED ON PLANS. 9. THE USE OF HORIZONTAL MASONRY REINFORCING SHALL BE DETERMINED BY RATIONAL ANALYSIS AND SHALL BE NOTED ON THE TYPICAL WALL SECTION: 10.REINFORCED MASONRY CONSTRUCTION SHALL BE INSPECTED BY A SPECIAL' INSPECTOR, IN ACCORDANCE WITH SBBCI OR BY A CERTIFIED MASONRY INSPECTOR AS REQD BY THE GOVERNING BUILDING DEPT. COLUMN / FOOTING SCHEDULE. SYM.. DISCRIPTI N Q 4" CON ETE SLAB W/ 6x6 10/11 WWM ON ERRIER VAPOR O ON TERMITE; TREATED CLEAN SAND FILL W/ AN ADDITIONAL LAYER OF 6x6 10/10 WWM TO 60" WIDE' AT ALL PERIMETER AND ALL BEARING FOOTINGS. (2500 PSI) (95%,PROCTOR COMPACTION) 0 24 x14" (MIN'. BELOW SLAB BEARING) CONC. FOOTING W 3 #5- REBARS CONT, T 8%12" CONC, THICKENED EDGE W 1 5- CONT. 8"AZ CONC. COL. W/ 4 #5- VERT. FTG TO BEAM W/ #3- TIES @ 12" O/C VERT, 5� 1 #5- VERT. IN CONC. FILLED CELL (FTG. BEAM) EA CORNER, EA SIDE OF ALL OPEN'GS AND MAXIMUM 8'-0" O/C THEREAFTER. 36"x36 x12 CONC. PAD W 5 #5- EA. WAY, BOTT 7 METAL FLOOR BY COOLER MANUF. 816 METAL FLOOR BY FREEZER MANUF. FOUNDATION' NOTES' 1. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 2. DO NOT SCALE DRAWINGS GO BY DIMENSION 3. THERE SHALL BE A 12 HOUR TIME DELAY BEFORE PLACING A LOAD ON A SLAB AFTER CONCRETE PLACEMENT 4, STRUCTURAL DESIGN IS BASED ON RATIONAL' ANALYSIS. 5, HORIZONTAL SLAB TRANSFER REINFORCEMENT IS NOT REOD BASED ON RATIONAL ANALYSIS, A DOUBLE LAYER OF W.W.M. AT THE PERIMETER SHALL STAISFY ANY OVERTURNING STRESSES. S RE41EIttECOt� 6. CONCRETE SHALL BE A MIN Fc - 2500 PSI FOR RED"lEtf ED FURL D DarE EDg Q LVGb FOOTINGS AND GROUND SLABS. COLUMNS AND TIE BEAMS SHALL HAVE A MIN - Fc - 3000 PSI. O�{�OhS 7. FOOTING DESIGN IS BASED ON AN ASSUMED R F d SOIL BEARING PRESSURE OF 2500 PSF ST NLBEPTp 8. ALL REINFORCING STEEL SHALL BE GRADE 60: N10g 9. SPLICES IN REINFORCING BARS SHALL NOT BE _- LESS THAN 36 BAR DIAMETERS AND REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. - CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL' WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION. D D.F. CONSULTANTS. INC. CIVIL ENGINEER: WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES, FLORIDA 33024 INC. TELEPHONE: (954) 431 4846, P.E.# 0024433 - E.B.# 0007007 0 O EL z D O U w `f J 6JWJ CO 0 o 0 Q ki o J < in t< m m z > m Ill 0 co w ILL + Q J in Q U m w O U o. T r � r Ir I DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 8HEET A01 OF SHEETS ii 82'-0" 3,_4" - V-4" COOLER COOLER FREEZER 7.5 TON 3..5rT`OlN 7.5 TON 8" 8. 0" 4., 23, l" COND CC CON11'-0 /2" AC1 U iT�p 1 2° AC3U ., - 26'-7 1/2 8.. _ M CT DISC CONDENSING MAKER W/ REMOTE CONDENSING UNIT D4 O E1i C7 C7 C7 C] C7 O C7 W C7 O C] W W C] 0 C7 C] EI C7 p 0 ° ELECTRICAL NLS F/D / ssTN ° WALK—IN WALK—IN HOT STUFF WATER HEATER o FREEZER COOLER PIZZA C — = L�DvE CEILING ° a—'� 44 8" 0" 4" (FUTURE) 8'-0" 44, 6-0" 1 E-7F-1E--1F I 177-1F-1 F —1 F_77F_UHIX - o this shelf CHICKEN MOP SINK WALK—N v. I I II II I I III I II II I I II II I s"ithorter or F/D door clearance a COOLER \ E�2i ° 4NI/2)N) 4:-51/2 14_8,. co I.2'_"4 STORAGE4 2 X N EAREA m rf 10- EXIT r,.., ..... + SIGN ff ll o NOTES; DRAFTSTOPPING CORNICES: PARTITION NOTES* . f SEC 2305.24 PROVIDE' DRAFTSTOP AT 20'— ° 0 C 0 / WOOD STUD PARTITIONS (NON BEARING) 0 BE R NG) W/ 5/8" TYPE. "X" GYP BD AT CORNICE 3 1/2" @ 24" O.C., 1/2" GYP. BOARD. ATTACHED. WITH ° L 3/8 DRYWALL NAILS @ 8 O.C., STAGGER BEJ JOINTS 24". NOTES: FIRE EXTINGUISHERS METAL PARTITIONS (NON BEARING) `. 3 1/2", 20 GA @ 24" O.C., 1/2" GYP BOARD AT PROVIDE-5LB. 3A408C TYPE;: FIRE EXT TO.. STUDS. AND RUNNER TRACK WITH 1" TYPE S-12 DRYWALL 0. 0 E TI GUISHER SHALL NOT E(TOP F EXTINGUISHER SCREWS @ 8" Q.C. STUDS ATTACH T. ATTACHED 0 EACH SIDE. XCEED 5FT. ABOVE FINISH FLOOR). OF TOP &.BOTTOM TRACK W/1/2" TYPES 12 PAN HEAD SCREWS. NOTES::: CABINETRY. 36' HIGH x 36 " WIDE x 36" DEEP H/C SERVICE COUNTER LEGEND S PLASTIC LAM. COUNTERTOP ((NEVAMAR LIBERTY BLACK HIGH SERVICE COUNTER SLATED ttPLASTIC O7 STORAGE BELOWPROVI- TI BLACK S ATES CLAM: COUNTERTOPS LAM.AIN NEVAMAR LIBERTY BLACK SLATE) PLASTIC LAM. CABINET FRONTS (NEVAMAR S" CONC. BLOCK EXTERIOR WALL BLACK SLATE) PLAST. LAM. COUNTER EDGE (CHERRY RED) FIELD CHECK ALL DIMENSIONS W7 EXEIING CONDITIONS and Partitionwall — 2 x 4 Woad CONDITIONS AS THEY PROGRESS THROUGH THE JOB. AFTER Or 3 1/2 ". metal Studs W/ 1/2 " FIELD. CONFIRMATION OF REQUIRED DIMENSIONS, PROVIDE CONTRACTOR W/ SKETCH LAYOUT SHOWNG CONTROL drywall both sides DIMENSIONS NECESSARY TO BE MAINTAINED FOR PROPER CABINET INSTALLATION.. Walk—in Cooler Wall (4") (SEE SHOP DRAWINGS PROVIDED: BY CABINET MANUF : AND APPROVED BY OWNER) PROVIDE ALL BLOCKING REWIRED TO E Walk—in Freezer wall (6') SUPPORT ANY WALL MOUNTED EQUIPMENT FiNISH SCHEDULE ROOM FLOOR BASE WALLS LS CEILING CEILING REMARKS HEIGHT (ALL FINISH MATERIALS TO HAVE CLASS 'C".. FLAME SPREAD RATING) ..SALES .CERAMIC STRAIGI T PAINT ( P—t) SEE FLOOR PLAN AND REFLECTED CEILING. PLAN AREA —TILE `:BASE I OPEN TO ROOF .OPEN TO ROOF CASHIER CERAMIC STRAIa T PAINT (P-1): VINYL OR CERAMIC TILE WILL BE A FIELD AREA-. TILE BASE OPEN TO ROOF OPEN TO. ROOF BUSINESS DECISION. HALL .CERAMIC TILE STRAIG BASE T PAINT (P-7) PAINT ON GYP:. BD. 8'-0". SEE FLOOR PLAN AND REFLECTED CEILING PLAN RESIROOMS CERAMIC MA CH TILE ! TILE PAINT 8�-0" SEE FLOOR PLAN AND REFLECTED CEILING PLAN TILE W L GYP. 'BD. SEE TOILET ELEVATIONS FOR TYPICAL TILE PATTERN. OFFICE! CERAMIC STRAIG T PAINT ( P-1) PAINT ON GYP. BD. 10'-0"-SEE .FLOOR PLAN AND REFLECTED CEILING PLAN TILE BASE STORAGE VINYL TILE STRAIGF T PAINT P-1 ( ) .PAINT ON GYP BD. 10'-0" SEE BOOR. PLAN AND REFLECTED CEILING PLAN UTILITY BASE WALK-IN COOLER. CONCRETE A SEAL F LOOR WITH MASTUREKURE 200W OR APPROVED EQUAL PIZZA/ ' 'CERAMIC TILE TILL ..PAINT ON GYP. BD. 10'—O" SEE FLOOR PLAN AND REFLECTED CEILING PLAN DELI AREA I NbTE: 1 ALL ROUGH OPENINGS SHALL BE CONFIRMED WITH OWNERS SELECTED DOOR OR WINDOW MANUFACTURERS RECOMMENDATIONS. 2 ALL DOOR HARDWARE SHALL BE AS. SELECTED BY OWNER (WITHIN: BUILDER'S CONTRACTED ALLOWANCE) 3. ALL EXTERIOR DOORS WITH GLASS SHALL BE TEMPERED, (INCLUDING SIDE LIGHTS AND TRANSOMS 4 ALL EXTERIOR DOORS SHALL HAVE CONTRACTOR SUPPLIED PRODUCT APPROVAL. 5. ALL WINDOWS SHALL HAVE CONTRACTOR SUPPLIED PRODUCT APPROVAL a L II i I j 00 AREA: FLOOR AREA 3413.33 SQ. FT, GREATER THAN 2,250 SO: FT. - 2 EXITS GENERAL ARCHITECTURAL NOTES:` 1. GENERAL A. ALL WORK SHALL BE IN ACCORDANCE WITH MANUF. RECOMMENDATIONS AND INSTRUCTIONS, AND/OR NTH INDUSTRY STANDARDS. 2. STOREFRONT A :STOREFRONT TO BE KAWNEER FA -SET 400, UNITED STATES ALUMINUM CORPORATION SERIES OS-451-S, OR APPROVED 4 1/2" EQUAL ALUMINUM SYSTEM. B. ''GLASS TO BE1".TEMPERED INSULATED CLEAR. C. INSTALLATION TO BE IN ACCORDANCE WITH MANUF. RECOMMENDATIONS AND SPECIFICATIONS. D. ENTRANCE DOORS: NARROW STILE DESIGN IS 1 3/4" THICKNESS. - FINISH TO MATCH STOREFRONT. 3.INTERIOR WALL FINISHES TYPICAL INTERIOR PARTITION WALLS TO CONSIST OF 2x4 WOOD OR 20 GAUGE 3 1/2" METAL STUDS 16" ON CENTER, WITH 1/2" GYPSUM WALLBOARD EACH SIDE. 2. TYPICAL EXTERIOR WALLS TO CONSIST OF 1/2" GYPSUM WALLBOARD OVER P.T. 1x4 FURRING STRIPS @ 24" O.C. ON 8" CIVIL. (TYPICAL).'> 3 ALL GYPSUM WALLBOARD TO BE TAPED, SPACKLED & PAINTED 4. ALL WORK SHALL DE IN ACCORDANCE WITH MANUF. RECOMMENDATIONS AND SPECIFICATIONS. FINISH SCHEDULE ELEVATIONS AREA: FLOOR AREA 3413.33 SQ. FT, GREATER THAN 2,250 SO: FT. - 2 EXITS GENERAL ARCHITECTURAL NOTES:` 1. GENERAL A. ALL WORK SHALL BE IN ACCORDANCE WITH MANUF. RECOMMENDATIONS AND INSTRUCTIONS, AND/OR NTH INDUSTRY STANDARDS. 2. STOREFRONT A :STOREFRONT TO BE KAWNEER FA -SET 400, UNITED STATES ALUMINUM CORPORATION SERIES OS-451-S, OR APPROVED 4 1/2" EQUAL ALUMINUM SYSTEM. B. ''GLASS TO BE1".TEMPERED INSULATED CLEAR. C. INSTALLATION TO BE IN ACCORDANCE WITH MANUF. RECOMMENDATIONS AND SPECIFICATIONS. D. ENTRANCE DOORS: NARROW STILE DESIGN IS 1 3/4" THICKNESS. - FINISH TO MATCH STOREFRONT. 3.INTERIOR WALL FINISHES TYPICAL INTERIOR PARTITION WALLS TO CONSIST OF 2x4 WOOD OR 20 GAUGE 3 1/2" METAL STUDS 16" ON CENTER, WITH 1/2" GYPSUM WALLBOARD EACH SIDE. 2. TYPICAL EXTERIOR WALLS TO CONSIST OF 1/2" GYPSUM WALLBOARD OVER P.T. 1x4 FURRING STRIPS @ 24" O.C. ON 8" CIVIL. (TYPICAL).'> 3 ALL GYPSUM WALLBOARD TO BE TAPED, SPACKLED & PAINTED 4. ALL WORK SHALL DE IN ACCORDANCE WITH MANUF. RECOMMENDATIONS AND SPECIFICATIONS. FINISH SCHEDULE ELEVATIONS MARK DESCRIPTION FTl 12"x 12" (DAL F59 IMPERVO or. app.equal) CERAMIC TILE W/ (L&M ACID —RESISTANT) GREY GN®UT FT2 8"x 8" DAL F69 IMPERVO or app:.equal) CERAMIC TILE W/ (L&M ACID —RESISTANT) GREY OUT PT3 - 1/8" x 12- x 92" ARMSTRONG 'STEP MASTER - 50702' SUP RETARDANT VINYL TILE FLOORING (COLOR: SLATE). Bi 4" COVE CERAMIC BASE TWP1 WALL PAINT: SHERWIN WILLAMS No. 1039. ((ZURICH' WHITE) EGG —SHELL LATEX ENAMEL, (2) COATS 'PROMAR. 400' OVER (1) COAT "PROMAR 400 .LATEX WALLL PRIMER � � O'''2 DOOR AND TRIM PAINT: SHERWIN WILLIAMS No 1039 (ZURICH WHITE) SEMI-GLOSSALKYD ENAMEL. (2) COATS "PROMAR 400" OVER (1) COAT 'PROMAR 400'. ALKYD ENAMEL PRIMER Li PLASTIC LAMINATE COUNTER AND CABINET FINISH: FORMICA (COLOR COASTAL RED) WITH SPARKLE FINISH 'L3 4"X4' CERAMIC WALL TILE CEILING PAINT: SHERWIN WILLIAMS No. 1039. (ZURICH WHITE) EGG —SHELL LATEX ENAMEL (2) COATS 'PROMAR 400' OVER .(1).COAT PROMAR: 400' LATEX PRIMER 8.: NOTE:. OWNER TO SELECT ALL FINISH COLORS PRIOR TO START OF CONSTRUCTION EMAt DOOR SCHEDULE MARK AMT. MATERIAL ROOM SIZE FINISH THRESHOLD REMARKS ADAMS RITE DEAD BOLT LOCK W/THUMB TURN Di 1 PAIR ALUMINUM SALESROOM S—O" X 7'-0" SILVER GRAY ALUMINUM ELECTRIC RELEASE LATCH STRIKE -X 1 3/4" CONTINUOUS: DUTY —FAIL SECURE.. 3'-0"X 6'-8" N HIMW/DOOR CLOSER, "D" RATED HINGES D2 '2 HM.(STL) RESTROOM :. X 1 3/4" PAINTED NONE & LOCKSET, LEVER TYPE HANDLES — 3'—O" X 6'8" HIM W/DOOR CLOSER, "D" RATED HINGES ' D3 1 HIM (STL)"". OFFICE X1 3/4 .PAINTED NONE & LOCKSET, LEVER TYPE HANDLES D4 1 HM (STE) EXTERIOR 3'-0" X 6'-81, PAINTED - NONE HM:W/DOOR CLOSER, "D" RATED HINGES & LOKSPIR LEVER TYPE HANDLES. X 7 3/4" - DOOR TO BE TURN W PANIC HARDWARE DS 1 HIM (STL) ®BLI/PIZZA AREA 3'-0' X 6'-8"HM PAINTED NONE W/DOOR CLOSER, "D" RATED HINGES X 1 3/4" & LOCKSET LEVER TYPE HANDLES NOTE FIXED GLASS AND FRAMES TO MA (PROVIDE ARCHITECT APPROVED S TRY. DOORS. (TEMP: CIE.) 2AWINGS) S T41 REVS 1tgbF0R IXb % Ilp WEb 1i C LIc vc pLb l 7LVs I y$PE IUDcTION TB walI. BE PT �NJ 0B D.F. CONSULTANTS, INC. ® CIVIL ENGINEER: WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUiTE 136 PEMBROKE PINES, FLORIDA 33024 INC. TELEPHONE' (954) 431 4846 P E.# 0024433 - E.B.# 0007007 Z IN DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET A02 SH OF I rREVISIONS BY J 0 0 SLOPED ROOFING SPEC. REFER TO ROOF FRAMING PLAN AND ROOF PLAN FOR ADDITIONAL NOTES AND SPECIFICATIONS. DELCOA INDUSTRIES, INC. 1950 NORTHWEST 18th STREET POMPANO BEACH, FLORIDA 33069 PHONE: 1 800 375'6382 GENERAL A. PREFORMED, PREFINISHED METAL ROOF'G & FLASH'G B. MISC. TRIM, FLASH'G, CLOSURES and ACCESSORIES. C. SEALANTS. - D. FASTENING DEVICES. INSTALLATION: INSTALLING CONTRACTOR SHALL SUBMIT DETAILED.DWGS SHOWING LAYOUT OF PANELS, ANCHORING DETAILS, JOINT DETAILS, TRIM, FLASHING and ACCESSORIES. SHOW DETAILS- of WEATHERPROOFING, TERMINATIONS and PENETRATIONS of METAL WORK. INSTALLING CONTRACTOR SHALL .SUBMIT A.. SAMPLE OF EA TYPE OF ROOF PANEL, COMPLETE W/ FACTORY FINISH INSTALLING CONTRACTOR SHALL SUBMIT CALCULATIONS W/ FL. LIC. P.E. SEAL, VERIFYING ROOF PANEL and ATTACH- MENT METHOD RESISTS WIND PRESSURE. IMPOSED ON IT PURSUANT. TO SBCCI. PREFORMED METAL ROOFING: 11\" STANDING METAL SEAMS (D 16" O/C. W// TWOPANEL((2 STIFFENING RIBS EVENLY SPACED WIH IN EA. PANEL PANELS AND SEAMS SHALL BE ROLL FORMED 1N CONT. LENGTHS FROM EAVE TO RIDGE. CLIPS ARE TO BE SPACED AS NEEDED TO MEET LOCAL UPLIFT REQUIREMENTS BUT NOT TO EXCEED 24 INCHES ON CENTER. .PANELS TO BE INSTALLED OVER SOLID PLYWOOD SHEATHING. R DETAIL 2' Em +47'-7" ROOF PEAT( PREFINISHED STANDING SEAM ROOFING +39'-5" ROOF LINE PREFINISHED.STANDING o FT SEAM ROOFING I - +37'-5' EAVE LINE I , 3' DIAMETER INTERNALLY ILLUMINATED - 3 O" - PEGASUS DISC TYPICAL - Tn i'.. +33'-0" ROOF DNE PREFINISHED STANDING _ SEAM ROOFING +31'-3" EAVE LINE " 1/4" TEMP GLASS IN ' ALUM SETTING 7 - HARDI-PLANK CORNER TRIM: `-HARDI-PLANK SIDING .STANDING SEAM16" O/C.- +26'-0" TOP ROOF lAl FdADUTA JUAKU UUN I � I I Cr +10-10"TOP FASCIA � [ e �de.�- :+10' 0" BOT FASCIA ui OFSTH RANT L -- -- ..�EMP ® TEMP ® TEMP. ® TEMP n TEMP ® TEMP © TEMP ® TEMP -- -- -- `-- - - wy✓ OVERHANG t I Y GLASS GLASS GLASS G SS LA ..LASS GLASS GLASS - - - -- - --- -- -- LASS -- - -- - - - - - ---- --r HARDI-PLANK CORNER TRIM. (TYPICAL) - TEMP TEMP . - -�'.' -- -� GLASS GLASS __"_ _ -__ -. __ .�. -. _.. HARDI-PLANK SIDING "ara WIND LOAD PROVISIONS ASCE 7 - 95 WINDOW N ROUGH OPENING TRIBUTARY AREA + PRESSURE - PRESSURE COMMENTS ® 61 x 68" 28.8 S.F. 30.7 -33.5 O 61" x 68" 28.8 S.F. 30.7 -33:5 61" x 68" -. 28.8 &F. 30,7 -33.5 - O `70" x 68" 33 S.F. 30.4 -33.2 ® -70" x 68" 33 S.F. 30.4 -33.2 © 70" x 68 33 S.F 30.4 33.2 70" x 68" 33 S.F. 30.4 33.2 ® 22" x 76" 11.6 S.F. 32.6 -35.4 O 62" x. 39" _ 16.8 S.F. 31..9 41.9 ® 62" x 39" 16.8 S. F. 31.9 -41.9 62" x 39" 16.8 S.F. 31.9 -41.9 62" x 39" 16.8 SF. 31.9 -41.9 I ® 1/2 10'0 CIR 39.2 S.F. 30.0 -32.8 ® 1/2 10'0 CIR 39.2 S.F. 30.0 -32.8 DOOR NO. ROUGH OPENING TRIBUTARY AREA + PRESSURE - PRESSURE COMMENTS 76" x 86" 45.4 S.F. 29.7 -32.5 ® 40" x 86" 23.8 S.F. 311 -40.4 ® 40" x 86" 23.8 S.F. 31.1 -33.9 4"CONCRETE SIDEWALK ._ _-- - --- '- SEE FOUNDATION PLAN - -- -- _ AND NIYc PI eM c FRONT ELEVATIO SCALE: 1 /4"=1'-O" ICY I �cri *IS p I I BE�ON'TO _EXTERIOR FINISHES: TANDINC SEAM META ROOF' COLOR. SEA -GREEN HARDI BOARD FORE. SIDING IN CORNER COL. - (COLOR - CREAM WHITE) - HARDI BOARD HORIZ. SIDING (COLOR. - CREAM WHITE) O D.F. CONSULTANTS. INC. CIVIL ENGINEER WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE'136 PEMBROKE PINES, FLORIDA 33024 t(l G. TELEPHONE: (954) 431 4846 P.E,# 0024433 E.B.# 0007007 mmmmi U 0 J LL Z 0 W_ 0 LML LjL I-- 0 J CO LU LU U) LLI DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET A03 "I SHEETS I PREFINISHED STANDING. SEAM ROOFING I��� _ +39'-57 ROOF LINE PREFINISHED STANDING ' SEAM ROOFING +37 5". EAVE LINE 3' DIAMETER INTERNALLYILLUMINATED 3'-0" PEGASUS DISC (TYPICAL) `+33'-0" ROOF LINE PREFINISHED STANDING i SEAM ROOFING +31'-3" EAVE LINE - 1/4" TEMP GLASS IN STANDING SEAM ROOF 16" C/C ALUM SETTING : .HARDI-PLANK CORNER TRIM HARDI-PLANK SIDING ' +26' 0" TOP ROOF ' - 4'-11" = " ' I I I U f SCALE: 1 /4" ' " =1-0 v II I rrF {QED °Vvn- E .m 'r } E � L D`�TE ICED �� J nrVGlj �'/% SELUA a UR.IUL�SpECR[rlrn 1 I TIp, T �..: V k E IL p LBE TOEA EXTERIOR FINISHES: TANDING SEAM META ROOF DRAWN SEA GREEN HACORNERRD HL. RIZ. SIDING R.BROWN CHECKED (COLOR: - CREAM WHITE). HARDI BOARD HORIZ, SIDING. DATE (COLOR -'CREAM WHITE) 01 05-01 SCALE AS NOTED JOB NO. _ 01-2524 SHEET A04 OF SHEETS m- .. PREFINISHED STANDING PREFINISHED STANDING SEAM ROOFING �ll.l SEAM ROOFING 1 12. L 6 . I PREFINISHED STANDING , SEAM ROOFING SEAM N ROOFING _ W C/C — PEGASUS DISC (TYPICAL) 16"C/CG SEAM PEGASUS DISC (TYPICAL) ILLUMINATED Q STANDING: SEAM - 3' DIAMETER INTERNALLY ILLU INATEDi 3' DIAMETER CAL) Cc - -- - LL- PREFINISHED STANDINGI PREFINISHED. STANDING- !,,�C LOR: SEAMMETAL, N HARDI.BOARD HORIZ. SIDING IN CORNER COL. j (COLOR: CREAM WHITE) HARDIBOARD HORIZ SIDING w ..i (COLOR CREAM. WHITE)': J e m DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE JOB NO. 01-2524 SHEET A05 OF SHEETS "; Ili it i I II 1 I r _ , ` a. I. I T :. �❑ _ _ l �, , •..._ 11 � T— _ `- 2 : .. .. `�- __ m i.! t aI:... ram' l II Ll L°IILL •, _.,TIM �+ ) _ �: L•�I.11 F M. = r • , �:�- • ��. ': � .. �l ( I �� � I gib. '. � .. �� _ 1• 4" $St E {£FyL1'V'j OpY p BR 'D pLL ED117, ow No An' pL' P III E CTION S E 4 1'7' O ty4DE NJa j R D.F. CONSULTANTS. INC. CIVIL ENGINEER:WILLIAM DUFFEY, P.E. tn9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES, FLORIDA 33024 0. TELEPHONE (954) 431 4846 RE# 0024433 - E.B.# 0007007 LL. 0 LL. a 0 0 LL I- z 0 0 W U _J 1- co LL UL 0 m w bRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET A06 OF SHEETS Iry COOLER EZER TON 3.5 0 75TON OND U AC LA ACCU TND 2 3 M C DISC p p O C7 O C] O p El 0 0 o I � ¢ W W 01 p� ❑.1 m �] M LI K � X X X N N J II II II II Ilo ❑ I I '. I 1 1 LAM ISX12 STRINGER... I I I I I I I I I I�I 1 I�I II I�I II I�I 7,0,;_ III II I�I II I�I II III lI II II II II II II II II II II II II II II Ilp IW ( IW WI ED€RE STRUCTURIE, SEE DETAIL i FI WI _BEEF — _ I� / ¢I Ia al Ia sl I 1 to �I toI to w1 Iw II / II �I I� SI I0 uI Iu 81 1 I IN Ix I N NXI NI NI xl NI of to IN IN I O _ -4 _ I I I I I I I I I II I II II BELEVED€RE STRUCTURE DETAIL A II CJ 1 11 1 I I I I I LAM 5X12 STRINGERI I I I II II III II II II fP II II II II II II Ir II LI Ilp II , I p l I I low W. lall :yak W W W O1 W m m Q] O � � M ¢ ¢ J J xz z z x xg 1 ,Z x� xZ x: _ x� x:� x x� O U)0 V)0 t— cJ � cL N 00 F- OJ r � NO m 0 I-- cT I— q m0 t- c> ❑ 111111111 IlEll00 00 0 o p p. oillllll[Elllllllnl I 6,-8" 2" 6'-2"- '-2" 6'-2"'.: T. I 12 0 12' Oi 12'-0" I 12'-0" 1_0" 12'-0" 1, 4 12' 0" 1' 4„ 90'-8" ROOF FRAMING PLAN SCALE: 1 /4" = 1'-0" BEAM SCHEDULE NOTES 1, SCHEDULED HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM UNLESS NOTED. OTHERWISE. STIRRUPS. SHALL BE TYPE S-6 & HOOPS SHALL BE TYPE T 2 TYPICAL CRSI BAR BENDS UNLESS NOTED. OTHERWISE. 2. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH. TOP BARS FROM ADJACENT BEAMS. 3. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB SHALL BE POURED PRIOR TO PLACING OF BLOCK BELOW. 4. ALL TIE BEAM REINFORCING SHALL BE CONTINUOUS THRU. TIE BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF. THIRTY SIX (36) BAR DIAMETERS. 5 ALL TIE BEAM TOP REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. 6. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR HEAD (28" MAXIMUM) TO :FIT BLOCK WORK ADD #5— REBAR FOR EACH 8" DROP AND BRING UP TO TIE BEAM. WITH A MINIMUM 6" OVERLAP (FOR. BEARING) 7. TIE BEAM SCHEDULED DEPTHS ARE. MINIMUM AND MAY BE INCREASED (8') MAXIMUM) TO FIT BLOCK WORK. (OR SEE NOTE $6) 8. ALL ADDED LONGITUDINAL BEAM: REINFORCING SHALL EXTEND 6" MINIMUM: INTO SUPPORT UNLESS NOTED OTHERWSE. 9. MARK "C".IN REINFORCING COLUMN BETWEEN TWO BEAMS .INDICATES THATREINFOROING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. S-1 S 2 S-3 —7 5-1 —2 S- BAR (EN ) 'E': AR 'E' BAR TOP BA TOP BA TOP BAR. I HOOPS LSPACED SUPPOR SCHEDU BAR I II .BOTTOM BAR i 111_ BOTTOM BAR TIRRU S it 3" MIN. HOOPS or STIRRUPS )M SPACED FROM \CE A :. SUPPORT FACE AS SCHEDULED (�2. H "LOCK -DECK" WITH SMOOTH E FINISH (EXPOS€D. TO INSIDE OF BUILDING) 3" X.6" X12'.MIN. LENGTH. AS TOLLOWS NAILED AT 30" O/C .ALONG EACH COURSE 6d NAILS, OFFSET NALES 15' IN ADJOINING SES EN TO 5 X 15 GLUELAM BEAM SUPPORTS 2) 8d NAILS JOINT NAILS AT 12" O/C MAX, EACH SIDE' TIE BEAMREINFORCING NOTES TIE COLUMN REINFORCING BAR SPLICES SHALL BE LAPPED 30" I, MIN. VERTICAL REINFORCING BARS SHALL BE PLACED IN CONCRETE FILLED CELLS AND SHALL EXTEND INTO THE FOOTING AND TIE C BEAMS. ALL SUCH BARS SHALL BE CONTINUOUS AND SHALL ST [III. TERMINATE AT EACH END WITH A STANDARD "A.C.L" HOOK. ntt jE�l, pO TV Dt, cV VG tD B LL�C DIVLSI�h SSPLICES HNTIE BEAM INIG STEEL 0N STRAIGHT RUNS D2 ALL BEPROVIDED BY LAPPING AMN0NOL1SpLCT0IT1 STc��. N L'BE T ONE. SPLICES IN THE BEAM REINFORCING STEEL AROUND CORNERS SHALL BE PROVIDED BY BENDING TOW BARS, ONE OUTSIDE TOP AND ONE OUTSIDE BOTTOM, AROUND THE CORNER A MIN. 30", OR BY ADDING TWO #5- REBARS. ONE OUTSIDE TOP AND ONE OUTSIDE BOTTOM WHICH EXTENDS EACH WAY 30" FROM THE CORNER D.E. CONSULTANTS. INC. CIVIL ENGINEER: WILLIAM DUFFEY, P.E. nnnn CUCDIIIAAI QTDCCT CIIITC' 1V U z 0 W LL J 4j d. Zf .2 L.L_ LL. LL 0 J m W W ICE J CO cc Q D- W 0 LIZ 0 0 DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. _ 01-2524 SHEET A® qF SHEETS m REVISIONS BY ® ® 2X12 ® o 0 S-2" 5-3" -1" tg i Lj 6. oe . . " " 8 GGOTE- WEE LAM IS SYMETRICAL ABOUT CENTERLINE 0 28'-10' 29'-11" I TYPICAL 5 X 15 GLUE LAM BEAM Q SCALE: 1 /4"=1'-0 ®_ I CC 0 J LL. - 0 4" n 4" PREFORMED METAL ROOFING: GLUE LAM 5 X 15 BEAM 5 1 2" 1\" VANDING METAL SEAMS ® 16" O/C / 1/2' THICK STEEL PLATE. _ 3 5/8' DIA",,� WWI/ 1 Pq,(N L LEG HEIGHT O /' HOLES FOB SECURING i SPACED WI HS NFEANI PANEIBS EVENLY uj 3 1 2 DIA X E 7HRU BOLTS FOR FASTENING GLUE LAM 5 X U BEAM F � � � �12 PANELS AND SEAMS .SHALL BE ROLL FORMED i IN CONT. LENGTHS FROM EAVE TO RIDGE. CLIPS ARE TO BE SPACED AS NEEDED TO LIJ M MEET LOCAL UPLIFT REQUIREMENTS BUT NOT TO EXCEED 24 INCHES ON CENTER ' \ M TIP. SPACING 12 PANELS TO BE INSTALLED OVER SOLID 0kb 6� PLYWOOD SHEATHING. - ---------------I T - - -- T / 1/2 DIA X 6 ANCHOR FASTENERS: e7 WELDED TO 8"x8"xt 2" 1 MIN. #8 WAFER HEAD TYPE SCREWS COMPATIBLE0 C� W/ THE MATERIAL BEING USED, CONCEALED STEEL PLATE SET IN AT ALL TIMES. IF AN EXPOSED FASTENER LML 1 CONCRETE TIE BEAM i' MUST BE USED, IT CAN ONLY BE A #44 POP CONCRETE TIE BEAM RIVET OF THE SAME (OR COMPATIBLE) C) __________ \1 MATERIAL LLI w' 'CTION ELEVATION 1 - FELTINOi Cr) - - 30# UNPERFORATED ASPHALT SATURATED -- ' ROOFING FELT (TIN TAGGED 12" O/C IN THE FIELD CD M BEAM CONNECTION DETAIL - and 6" @ THE EDGES) 67 SCALE: 3/4" 1'-0" PLYWOOD�1 N(zs i _ 10" X 12" X 1/2" STEEL PLATE W/ (5/8") At�gA 23/32 42/20 (EXP-1) CJ ^� "' - •'` jel (6) 5/8" DIA HOLES AT EACH SIDE OF PLYWOOD SHEATHING �J > , 5X15 GLUE LAM BEAM �� m - . CCi � a w PT 4X8 POSTS AT CORNERS OF BELVEDERE ao POTLATCH "LOCK -DECK" WITH SMOOTH PT 2X12 COLLAR TIES __. SURFACE FINISH (EXPOSED TO INSIDE OF LU AT EACH 5X15 LAM BM SALES BUILDING) 3" X 6" X 12' MIN. LENGTH. cl� =i FASTEN AS FOLLOWS: 06 TOE NAILED AT 30" O/C ALONG EACH COURSE p r . WITH 8d NAILS, OFFSEF NALES 15" IN ADJOINING 12 -, COURSES J _. z: .. .„.. 6 FASTEN TO 5 X 15 GLUE LAM BEAM SUPPORTS � W/ (2) 8d NAILS � o o END JOINT NAILS AT 12 0/C MAX. EACH SIDE Q W U SEE DETAL THIS SHEET FOR BEAM :CONNECTION SEE DETAIL THIS SHEET FOR BEAM CONNECTION LLl SUSPENDED ROUND A/C. U DUCT WORK - SEE �. ���!!\ 0 SHEET Mi FOR LOCATIONS U ® 0 1 8" X 4'-10" POURED CONCRETE TIE BEAM % N '.� •• W/ 8 #5 CONT AND #3 TIES 0 48" O/C 2X4 STUDS ® '' PLATE CONT TX4 r MATCHPREFINSHED DRIP FLASHING TO m � i6" 0 C W 2X4 i � � MATCH ROOFING vJ "O N -- PT 2X6 JOISTS PT 2X1O MATCH SIDING CONT. PAINT " ANT TO MATCH SIDING i ®24 O/C �. N 1/2" PLYWOOD DECK GLUE LAM 5 X 15 ROOF BEAMS - m :. •' LAY -IN CEILING TILES/GRID 1/2" DRYWALL 0 STUDS AND LOCATIONS 4' LA DIN CEILING TILES/GRID (SEE - SEE ROOF FRAMING PLAN FOR - - OVER FACE OF CO )LER PAINT m LIGHTNG PLAN) PER ROOM FINISH 3CHEDULE 8" X 25' POURED CONCRETE TIE BEAM W/ - 3 o - 4 #5 CONT AND #3 TIES AT 48" O/C - 10" 10" X If X 1/2" STEEL PLATE W/ (6) 5/8" DIA HOLES AT EACH SIDE OF 5X15 GWE LAM BEAM i ®e PT 4X8 POSTS AT BELVEDERE ®,a c 5 X 15 LAMINATED BEAM 8" CONC BLOCK W/ LATERAL DUROWAL 0 18" O/C iv 2412 CONC. FTG W/ 3 #5 REBARS - 6" HARD] -PLANK SIDING- INSTALL PER MANUFACTURER'S � tv cD INSTALLATION INSTRUCTIONS cot PRE BRICATED 4' CONCRETE SLAB W/ 64 10/10 g3'E� 1�$ RC $ b4VG WALK INCOOLER/FREEZER RNS ND p SCE J 40N - --- - -- - —------- ----------- ---- ------------------------ '-------- ------ ------------- -- ---- -- - --- - ION p 71 ._7" 6.4.WI E O $4DE J01 i v — b O N .I m w 2'-0" 41'-6" 9 SECTION A_AI„ �- SCALE: 1 4' =1 -0 { P.E.# 0024433 - E.B.# 0007007 I j 6 DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET A08 OF SHEETS C9 J 0 U m m CV OJ V OJ IFJ N a m LL P m m 3 +o w m Q v N b N U' 0 J m W J Q v N N C m T N m ® S LLJ � N m LL W m W i m U z 3 Q O J LL z O U w _ U L� J a` cn LLM L. LL. d�LL 0 o LLl U) LML Q �` _ m cl a ®I m w �1 w �) + 0 a J m IL w v m w O O DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE JOB NO. 01-2524 SHEEP A09 OF SHE (2) 4" CONDUITS W/: (3) 500 MCM THWN AN 50. MCM THWN NE UT INCOMING SERVICE c ELECTRICAL SERVICE SEE SIZE UTILITY AND PIPING SEE SI C.T.METER - PLAN FOR LOCATION I 800 AMP C.T.ENCLOSURE COOLER COOLER FREEZER: 7 5 TON ` 3.5 TON r` 7.5 TON I,a i`! CON C ND N COND ACLU- ACCU ;� ACCU. $00 AMP MAIN DISCONNECT PANEL �I N 1 m 2 3 C2,4 N N a 30/3. a 2 /3 ¢ 20/3 a 60/3 ¢.. 30/3 a 6 1/3\ M CT DIS C7 1111111111111111111 IE1 W InI I IC7 O C7 O C7 C p I7 0 111 IEIIC7 0 BROWN ELECTRICAL PANELS A30--'--y, A,39 SEE PANEL SCHEDULE SHEET—�J L33 WA�K- A37 WALK-IN - -IN C, LER FREEZER.- HU CO ER LF 0 TELEPHONE EQUIPMENT BOARD THIS AREA A 8,10,1 w IF C � za ID zQ IIIJ fill CIS C16 C8,10 \ ` `.C12,14 C18!\ C28`\C23 C29,31 (120/208 C26 LE E- C20.22 `C30 — _ �320/208.. HOT STUFF CHIX PIZZA CHICKEN 334 16 41314, B18,20 B24 BOREsHFAD DELI �GPROGRAM BY OWNER B22 C30,32 'INSTA HOT —1,41411 B 26 B9 �35 C40,42 A 14,16,1 0 C15 \ C17,19 C5 C7,9,11 Electrical Specifications and Notes: Op 1. Work includes the`complete electrical system defined by the drawing set for the project Including: *Electrical 4rvice wiring and metering. equipment *Electrical Igod centers complete with directories, covers and all circuit breakers. C3 I *Lighting and emergency power off contactors. *Complete branch circuit and, control wiring including contactors, receptacles, .timers, awl toggle and safety switches for lighting, signs, dispensers,monitoring equipment, hvac, etc �I *Complete and continuous grounding system r a *All material's, equipment, labor required to complete the Estellation'intended in AHU�I O these drawings:. U) #3 \ I 2. All materials and equipmentshall conform with the standards of UL, ANSI, ASTM and �J F/ NFPA. The minimum standard for all work is NFPA 70 (NEC). �r 3. Allwiring materials .downstream from meter be copper. Aluminum is not <` c acceptable under ,any circumstances. MEN S 0 4. All panels and' circuit breakers shall be Square D with "vise trip' indicators LIJ 5. All lighting contactors shall be mechanically held. 0 6. Conceal all conduits in floors, walls or ceiling unless otherwise noted on plans. CJ 7. Increase wire sizes as required to maintain voltage drops of.3% or less from the L' distribution panels. <f Ell B. Contractor shall verify the ground fault -load with the Utility company and make equipment provisions as necessgry. Is 9. Unless other^widi& noted, no und0i ground conduits shall be smaller than. 3/4". < _ 10 All outlets and switch boxes shall be flush mounted ^J ll AII convenience outlets should be mounted at 1.8" unless otherwise indicated on plans. Ail switches shall' be 48" to the top :above finished floor unless otherwise indicated on plans. _J 12 The ;electrical ''loads shall be balanced between legs at the time of final Inspection. <t Furnish written, report of actual loads to General .Contractor. 13 Use flexible conduit to connect to all vibrating machinery such as compressors, ! rye condensers, etc:. ua WOMEN O ❑ 14 All interconhedted "dispensers,' consoles & terminals shall be on the some phase O E1O El 15, Contractor shall verify equipment power requirements prior to construction : 4-Plex conv.. Outlet UJ III: Convenience Wayne Plus Equipment _J Hubbel.-#5262 �J Wayne Plus Outlet 4-Plex conv, Outlet HubBel unction 2 �: 2 3�j 4" 2"-0" 1'-7 3/4" 4 so Junction Box \ J w/safe nutlet � Intercom J-DOx Electric door strike equip see petal .`at left Electric door strike power supply Control Cable to door'.. strike remote switch 24v DC circuit in flex conduit to elec door strike INTERIOR UCHTING'.SWITCH. 2 Flex conduits in - EXTERIOR LIGHTING SWITCH cabinet raceway 20'-0 O O White. FUEL SYSTEM KILL SWITCH iC Oo 1/2" Conduit to telephon I � I Switch Block �� ® equipment utility room Rigid conduits to Return / �oy� 02'' 1/2" Conduit to. OOOh in panelboard island for intercom �® 24 VDC Ckt. to door / e oco (] /2' Conduit carwash n rear 'of building 3 Cond. cable B }Strike Solenoid A s6 sc j Aios Po ink (If required) 3—#18AWG Black (2—#18AWG Stranded Copper) / ,p ae Other conduits for ,ot 1" Conduit camera optional features Belden #8791 - + 6"x6"x24" WIRE fiROUGH `sjS data (if required) I White White White (—). 24 :VDC Retifier Black (+) Adams Rite #4603 Black B Spot Toggle Switch - Switch Radio Shack #272 654 Terminal Board Return Radio Shack #27A 658 (or eq) ( 28 Volt lamp assy. (red) Fuse Holder w/ 5A 125V Fuse Radio Shack #272 325 Radio Shock #270 239 (or eq) w/ 272-1119 lamp 6°x4°x3" Screw Cover J box O Hoffman #A604SC. (or eq) c �, 4"x2"xl 5/8" box w/ Hoffman:#A-6P4 mtg. panel o g + Radio Shack #270-231 SECTION A Remote Switch 120/24VAC Transformer N Ts w ;= Mount atop counter Ground Adams Rite #4605 `o to box a o w a >". o>z Insulating Grommet :. a' z ' M\ 0 O 3 P� ply LAYOUT DIAGRAM 5A 6%6"x24" Wireway 0III 4603 REM 2VAC SW �� 4605 RECT. LAMP COIL Conduits to NOTE: Intercom speakers PROVISIONS SHALL and carwosfi c BE MADE FOR MANUAL OVERRIDE MECHANISMHC ACCESSIBLE) TO ALLOW EMERGENCY _ controller (optional). S ( ESCAPE UPONPOWER INTERRUPTION , SCHEMATIC DIAGRAM OPTIONAL ELECTRIC DOOR STRIKE SYSTEM TRANSACTION AREA UNDER CABINE NT a ao 3m o a Intercom System 6"x6' x24'— _ Wiretrough .. a o ...., ' 00 00 00 3 Terminate 2" ARE .. 3" PVC to. office ® TRANSACTIONI AREA ELECTRICAL LAYOUT DETAIL ARRANGE TO ACCOMMODATE ACTUAL EQUIPMENT AT THE SPECIFIC LOCATION. ® On lower shelf * ' 4 � O TRANSACTION AREA COUNTERTOP EQUIP 1 Wayne Plus 3 control system " 2. Wayne .Plus 3 receipt printer'. 3 Wayne Plus 3 journal printer 4 3M D20 Intercom system. - -. 4A Intercom system equipment -.3M D20 �� e'(,1�"I 5. Pumps/Dispenser Emergency Power Off Switch 6 Telephone 5:ie. 7, Electronic Safe - '`x 6A`�+'t4� 8. Momentary contact switch for lighting control Wayne Plus 3 System 9 Electric door switch Convenience Recept � Convenience Recept Emergency Power OFF FS120 Plushro E3 mushroom w/P ILNCC Telephone Jack m or d it OUTSIDE LIGHTING CONTROL SWITCH Data can u Controls operation of lightin xq contactor for Panel 'L ELECTRIC DOOR STRIKE POWER SUPPLY momentary "on" (2 positions) 24 VDC output. See detail THIS SHEET normally off" SPOT. 15A, 120V 2 #18 AWG stranded copper wires In flex I�Hubbell.#1556-1 (or eq)'w/stainless cdt to door strike unit. g Elec. door strike steel cover plate. Install. in a remote switch 2-gang box w/inside light switch. T/UNDER FLOOR WIRING TRANSACTION COUNTER LAYOUT' R\ Q 0 0 J LrL F Z Z) 0 Y!J U J GO J 0 III M LL m UJ W 00 W J m Y Q CL W 0 Ir W iE 0 DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET E01 OF SHEETS m K TYPE DESCRIPTION REQ D. .LAMPS MANUFACTURER CAT NUMBER REMARKS 12" X 6' 0" 3 HIGH OUTVOT PENDANT MOUNTED FIXTURE TO SUSPENDED -20 FLUORESCENT BE. AT MINIMUM OF 12' ABOVE FLUORESCENT - FINISHED FLOOR W/ LENSES 2. D" X4� O" OB SURFACE MTD 13 3 4'. FLUOR I FURNISH WITH LENSES FLUORESCENTS .LAMPS: - © 2' 0" X2'-O" 1 SINGLE FLUOR SURFACE MTD LAMP FURNISH WITH LENSES FLUORESCENT 0 1,_0,,. X4, O„ 4 SINGLE FLUOR SURFACE MTD LAMP: FURNISH WITH LENSES FLUORESCENT' E INCANDESCNET PENDANT MTD 4 - 100 W OWNER TO SELECT .TABLE .LIGHT INCANDESCENT. SURFACE MTD 18 100 W SOFFIT LIGHTING METAL HALIDE . RESTROOM 2', CONNECT FAN TO RESTROOM LIGHT EXHAUST FAN'.. EXIT AND FURNISH WITH BATTERY BACKUP AND O EMERGENCY LT 4 EMERGENCY LIGHTING - WIRE AHEAD OF MAIN BREAKER O DELI AREA 9 100 W RECESSED INCANDESCENT FIXTURES COUNTER LTS .INCANDESCENT WALK-IN 9 100 W. FURN &INSTALLED BY COOLER COOLER. LTS METAL HALIDE SUPPLIER u� UL Z Ilx� IV 1� I LL �V m w Cc w GO /w- LL m/yJ 6L ^Q L4 w U w O U r DO D.F.CONSULTANTS, INC. CIVIL ENGINEER: WILLIAM DUFFEY, P.E. t9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES; FLORIDA 33024 (!1:4C. TELEPHONE (954) 431 4846 P.E.# 0024433 - E.B.# 0007007 DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET E02 OF SHEETS ARE D NQOD442L225 _ � _f 225 AMP 208 VOLT 3 PHASE 4WIRE ` PANEL A 10000 AIC 'Load VA Amos! Wire: Cond.. i I Cond. Wire Ampsl RECEFF.JQ.AIC UNIT I I I oyu uvu tur i 1 14 ree 1 41 1 re Subtotal connected VA 15065 14600 14630 6795 1670 12200 Total connected VA (A) 27265 VA _ v Total connected VA (B 26850 VA Total connected VA (G) 27010 VA v rTotnlconnected'VA 81125 VA Total neutral -load 8465 Connected Demand NEUTRAL LOAD: 84655-7 208 X.1.73 =24 AMPS Load VA Load VA _.—_J Non -continuous 1 57150 @-100% 1 57150 A/C NONCOINCIDENT LOAD: 22,230 VA. _ . .Continuous 2 4715 61250/o 5893.75 , Kitchen Equipment ' 3 19260 @65% 1 12519 SQUARE D NQ00442L225 225 AMP MLO NEMAII 1151208 VOLT 3 PHASE 4 WIRE PANEL B 10000 AIC C C ategor r Load Directory 7-17 AIR HANDLER-1 SQUARE D Q0440M225 115/208 VOLT 3 PHASE 4WIRE 225 AMP MAIN BREAKER NEMA1 PANEL CW 10000AlC • • • - • �'�ifY:1/1���Li•JL�S�7fIYi�©LItL'f�iC�C����IfN19��ii " • -• - ����ii�3?P]�LY•1L��S7(IYi©0!'1G11�iE'4Ci7L1�����IFI9tli - '• ii�'in��� 1/ �irlru%�oo�ii�ir�r�11���%u��i�"• ' �ifJ1Ll11��f/C�Y■tiCiC3.Tf���iE�!]�i� • -• tl����i�i•]� /1 �1fIfILY1�®EIL•Y�iL9L����� / I �i� • - .. .- .. ti�i�r�a���Li]L��tifiYt•®��TLfi�iL]�� 1 / ��i� • -- .- •-_ -_ i��,,,,,,,,,,.,iltn��'Ei1L�i•S9ill�®�L�fL'll�iLl�■�S 1 1 �i� .. -- .- MENkil���I� ` �= uUo • - -•• E'��i:'p]���rrn�qLl�iY�(IfC41■®�f1!'�iC�C'l��tIfLY1J�IfL�Y•J�—�'�:, • �•.i—Itilfll—�IEL]C49LI�iC��'�13r1�i1'C�f■iY4Cilf��L'Ll�EL'i7—�'� Subtotal connected VA .0 12380 Subtotal connected VA Total connected VA (A) c _ Total connected VA (B) Total connected VA (C) Total connected VA Nan -continuous _ Continuous Kitchen Equipment Total connected Load ... �� 11 ��iaua��ilC�ifC�l■0©F!L'11��iLPIC����-,Inl���c� ����ir����rIEvriul��rlrr�l■©o�ur■�rur��—��-,IIII��� , nanowls �����IfL'i•Jitt�l•]P31I11!•fE'�ifC�©Of►!'Y■iE'�C31lLl��i1��39�� �� •1--�.i1111�•jl]`�����OLc�f�ir�YllliF>•I�y11/1FtiY1I11_—�� ••• • i'��'�—Itltltltlttcf:Y•l�•jlj`�iE'���0�' L`ii:�iE'�����—�::���� � • • - • • i.''��—�'Ylll�Ylll�'jlj��iE��'��®L<iia��'�'�'•����--����= . •••- i��in ��IEL]C•illil�it9flC-ll�®�E1LfI�iIl9�7C��yrk,�yrk,���cs' - -. • i'�����1•1Ci9i�iE'f►CAI■®�LAIL'fl■iL•][�F7C��Sri.,�E�irf.,��1�...• ,. '-• •• - ii���i7�i•7C31Ii�iCaflC�®�L�1L'fI�tIL9�;C��lr�.,��i<>Ir.L,tc� • - •. :- �:• •• - iI��L']���Ti9'If�iF�ilC]I■®���IL1�7C'■ItltltlttcSr�.,i<Jlrki��tc�'--• _- tli���i9�i9' • ■iIC'If11Cr�®�Klcll�iraC{I�� :1 / �� :11 `cam - , �-�--��.�,•l��•;]�•�®����•�rllrilaltltltltltlbZsll��--i_ •- - • �i--�� rlll�•{1fj��•]�•��' �(j•(i��1J 1 •'�---t�Y�lIll�'.� • , • i-iDl:Al-- •:1 •�1 �i���''J�®®�i��/� 1 '�—Ef'i•�flq--�'� • ' '•• i!•���Y111�rc11C{7LI�iiC�ffCr�®��������� -, •- -•• - 11YDJi��'j'���_��—_--- •. Subtotal connected VA 1 3700 1 3930 1 5170 112800 Total connected VA (A) 15790 VA Total connected VA (B) 16725 VA Total connected VA (C) 22305 VA Total connected VA F 54820 VA Connected Demand Load VA Load VA Non -continuous 1 20120 @ 100% 1 20120 Continuous 2 6200 @125% 1 7750 Kitchen Equipment 3 28500 82@65% 18525 Total connected Load 540 46395 11 SQUARE D NQOD4421 225 1151208 VOLT 3 PHASE 4 WIRE 25720 1 12090 1 12795 1 17135 1 Total neutral load 38520 NEUTRAL LOAD: 38520 / 208 X 1.73 == 107 AMPS DEMAND LOAD: 46395 / 208 X 1.13 = 129 AMPS 225 AMP MILD NEMA 1 PANEL C 10000 AIC Subtotal connected VA • • ooMW� - `c�inYlu--iuYlu mll� �V��©0���� 1 •�--iF]I]I,—`C� • S�r$siSll�l -trjfj'Kmjn{9�W"F1( Nw.M!M OEM{irJ���� • • • `cam—�I:LSI]--(<jj(:� �L< Mlffismmm- Mabig���YZ'Stl—`� • ... • ����� • I rr��lr��rcy■®��ur■�r.���u��� �mmmb Iwo 11 MM�f�11��iY9��� ��--i<4%1'II]—[•,17Y��j������r��—rlq---r111�� .. .. dL•1KS1/YmEi•ZS l morm!•fU- •i•ZSII11—f>mljrz'jlul `cam • . - • tcl��iF:11;11-r�•rraiL'(J!'®�fJ�r�l■i!'�C311i■�fY9if•L���'� =•'-' -• `t�if:I1I11---'1L��'�]j(�'�®��''���'Y21/iE>• 11— 11—`c'.• •- •�[S/IU—illII11Kf•]ri IERU, ���•J��'�1'1 ��•'�--nmmlj 1�� . - • ��--E�•L'S1IIlEi•ZSIIIIKi1TY��[J�®®���----� •• - `c'i6,1I11-- •Ir1011ts�°]�•�®����--_-- : • • - • �������vr�ulwilr�rur�l■©�L<1LlI�iCr�Ci1L�i�il���l�iL1Jt�� ° ° - ' �a��u�urr�rrl��Ir�rrrr�■®���Ir�r��l�ri�iFaal,��� .. . Subtotal connected VA 9110 9480 1 13410 120480 Total connected VA (A) 21610 VA Total connected VA(B) i 20580 VA Total connected VA (C) 23870 VA Total connected VA 66060 VA Connected .Demand Load VA Load VA Non -continuous 1 1080 @ 100% 1080 Continuous 2 2520 @125% 3150 Kitchen Equipment 3 62460 @65% 40599 Total connected Load 66060 44829 SQUARE D HCM-1448-8 115/208 VOLT 3 PHASE 4 WIRE 13360 1 12500 1 11100 1 10460 Total neutral load 33840 NEUTRAL LOAD: 33840 / 208 X 1.73 = 94 AMPS DEMAND LOAD: 44829 / 208 X 1.73 =125 AMPS 800 AMP MLONEMA 3R MDP 22000 AIC Subtotal connected VA -•iri.%ii.,---�•'u•��0©� ' I CCf7Lc7- • owl --®-. ��■��.z�fl,��r��urr�irc�■©nr�rr�■r:►ur��_iuJ:I�J1,�■� -. i♦e—irb,:Y1L]— '�' �ii�I� r�'�©0'��:•'i(`1��' �—®Eifi[�:i/,®� -. rruwrra■oowMff&9MMw W=w.11®�■® . ���I:rrk,��CC�7�J�fL•JWC-0InmwMLfL•JCX�7�■�®�csnY�n®■® _--EirYRI1b,—ry-7•yKl(f(,rlII1��®Yi1Y.Y�L/(]�(:�—®—,,,,,,fl'Lx]eJ®®-' —Eirli[.Ydlls--YY�7K�`iiJ�''�®��i.��� 11 —E>�1fa.,11—®■®� --trill:f:I1]--rYk7K�(fQ>Yi11Y�®��i�t'� •• --E>�t%Li11■1 ���,,,,,,rxl:raJ�C�Ck7l�■�:/L1JC{I►C4■m�flflLlll� 1• �����■� Subtotal connected VA Total connected VA (A) Total connected VA (e) Total connected VA (C) Total connected VA Non -continuous Continuous Kitchen Equipment Total connected Load 63255 1 62745 1 71775_ 0 109445 VA 108305 VA 116535 VA 334285 VA Connected Demand Load VA load VA 1 165100 @ 100%M310449.3 2 58965 @125% 3 110220 @65% 334285 0 1 46190 1 4556OT-44-7-60-1 Subtotal connected VA Total neutral load 120145 NEUTRAL DEMAND LOAD:120145 + 14741 CONTINOUS LOAD / 208 X 1.73 = 375 AMPS NONCOINCIDENT LOADS ARE CW-7,9,11, A-1,3,5, A-7,9,11, AND A-13,15,17. 50310 VA. DEMAND LOAD: 310449 - 50310 / 208 X 1.73 = 723 AMPS ■,i•Ll31U>• f'.CIeZ I/]■ E>f •Z EIY.31>■E=1Y11iEs 31140 VA 31020 VA 29430 VA 91590 VA 1 4730 1 6340 1 6480 1 5070 Subtotal connected VA Total neutral load 5350 Connected Demand Load VA Load VA NEUTRAL LOAD: 5350 / 208 X 1.73 = 15 AMPS 1 738901 @ 100% 1 73890 CW-7,9,11 IS A NONCOINCIDENT LOAD WITH CW-13,15,17, AND CW 19,21,23 28080 VA. 21 17700 @125% 1 22125 31 01 @65% 0 91590 96015 DEMAND LOAD:96015 - 28080 / 208 X 133 = 189 AMPS SQUARE D NQOD301_225 225 AMP MLO NEMA 1 115/208 VOLT SINGLE PHASE 3 WIRE PANEL G 10000 AIC Load Directory Category Load VA Amps/ Poles Wire Size Cord. Size # # Cond. Size Wire Size Amps/ Poles Load VA Category Load Directory C B N N C B DISPENSER 1&2 1 2 REG. STP DISPENSER 1&2 3 4 REG. STP DISPENSER 3&4 5 6 SUPER STP DISPENSER 3&4 7 8 SUPER STP DISPENSER5&6 9 10 DIESEL STP DISPENSER5&6 11 12 DIESEL STP DISPENSER 7&8 13 14 TLS-350 DISPENSER 7&8 15 16 SPACE DISPENSER 9&10 17 18 SPACE DISPENSER 9&10 19 20 SPACE SPACE 21 22 SPACE SPACE 23 24 SPACE SPACE 25 26 SPACE SPACE 27 28 SPACE SPACE I 1 1 29 30 _ SPACE Subtotal connected VA 1 4600 1 0 1 4600 Total connected VA (C) 8750 VA Total connected VA (B) I 3450 VA Total connected VA 12200 VA Connected Demand Load VA Load va Non -continuous 1 12200 @ 100% 1 12200 Continuous 2 0 @125% 0 Kitchen Equipment 3 0 @65% 0 Total connected Load 12200 12200 SQUARE D NQOD4421_225 115/208 VOLT 3 PHASE 4 WRE C 700 1 4150 1 3450 Total neutral load _ 5300 NEUTRAL LOAD: 5300 / 208 = -15 AMPS DEMAND LOAD: 12200 / 208 = 09 AMPS 225 AMP MLO NEMA 1 PANEL L 10000 AIC Subtotal connected VA Load VA WRONERN .. ... �� / • 1 �- / • 1 Ci9C�i�ifYi101©L�iLfl■iL•]F�l��1U�1•]--�� °- - •-- - t'�� �� 'E7►7►■iCafYi©OL�iL'fl■iL1 etY:��I9��11]�1�.- ' •- I�'✓♦�— �ul]Y11Jf��Ir,rules®���It�rr�■�Irsu�lrsu��� •. ' •' ��iEYij���IFI19L'311LI■fE'"dfll���f►Lr.�i����ifr�niir111���.�: • •- ��—iM,:I11—��jl]Y�Ui��i]�cj(�®®�.>��.��Ij�ifrlll—ifr]q—��: • �.���iF.,:f11�IL2t'JC�i�iCrdiYi®��i ����� :11 ('39f■iL17L�iLll�m�[�7LlI■iL]Fd7f� :11 -- : • 1 Subtotal connected VA 1 6530 1 4920 1 7270 1 18720 15250 4870 5970 4410 Subtotal connected VA Total connected VA (A) 11400 VA Total connected VA (B) 10890 VA Total connected VA (C) 11680 VA Total connected VA 33970 VA Total neutral load 33970 Connected Demand Load VA Load VA NEUTRAL LOAD: 33970 / 208 X 1.73 = 94 AMPS Non -continuous 1 6140 @ 100% 6140 Continuous 2 27830 @125% 34787.5 Kitchen Equipment 3 0 @65% 0 Total connected Load 33970 40927.5 DEMAND LOAD: 40928 1208 X 1.73 = 114 AMPS BROWN BOX „/f rs. : v mu Soo AMP way C.T. MDP C.T. ENCLOSURE A B L H e•n O Cw MEIER ML 2-r t ,/ Pl1wl YN1l � 11nN q/f. C G FP&L #2 GROUNDING ELECTRODE CONDUCTOR 21/2• c •/ 1f'0pX CONNECT #10 TO 2-5/800 GROUND ROD "10° BLDG. STEEL AND COLD WATER PIPE n QM _rf z/o rx°iannc arim°°e °oie�nae #8 GROUNDING ELECTRODE CONDUCTOR CONNECTED TO 2-5 8x10 GROUND RODS anc. sm. u• cau r+ra ewe I I D.F. CONSULTANTS, INC. CIVIL ENGINEER: WIWAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES, FLORIDA 33024 �1Jc. TELEPHONE: (954) 431-4846 P.E.# 0024433 - E.B.# 0007007 0 IDRAWN CHECKED DATE 01-05-01 SCALE Aa NOTED JOB No. i-2524 SHEET E03 OF SHEEfS � L REVISIONS BY HVAC SPECIEICATIONS SECTION 15A PART 1: GENERAL 1. In general, the work consists of the intent of these drawings and specifications, furnishing all materials and equipment and in performing of !all labor and services necessary to complete the instpllatior of loperating HVAC system(s) and associated work as shown, specified and requested. COOLER CO LER FREEZER 75 TON 3.5 TON 7.5 TON 2. Comply with the 94 edition of. the Standard Mechanical COND C ND COND ACCU ACCU ACLU Code, local statutes and ordinances, obtaining required permits, 1 2 3 and coordinating the work. / / 3. Duct, work hall follow'SMACNA recommended procedures for 7 8" DIA 3 8" DIA M CT DISC - 'fiberglass duct[ - 4. Furnish a 5',-year Warranty on all compressors and a T-year p O ❑ C7 W W C7 O O C7 C7 C7 C] C] C7 C7 ❑ C7 ❑ ❑ ❑ ❑ O O guarantee on all controls and ,equipment:- ❑ service and u ❑ / E PART 2: PRODUCTS F A INTAKE % 'lines shall be 3/4" schedule 40 PVC - 1/2" DIA -- --- / 675 1. Condensate i / CFM -- -- CEILING terminating Into French drain as shown AT 10'-0' 2. Temperature control with wall mounted thermostat and l `;2,\• `t� IIIIIIIIIIIIIIIIIIN 3.5 TON remote 'sensor 'shall automatically cause o `se uenced heat or ❑ 1 3 8" DIA DUCT SMOKE DETECTOR 4. \` \ :. ,.,< ti t L' r. >H q I ti. A.H.U. \ , v, > k ` •\ ,\`7ti \ `, x. ,, O Cool Cycle to aintain s ace to SD RM ` v2 i .*\ ti \ , , \ P temperature. Wire auto position to W REMOTE STATUS .� fit.. w tiY ,�k tis rkti\\yti .�.:.,.:. ti" \ , ..: X'. < na, t T•. ,� ti_ ; J ,.,.. .�; 1/2" DIA be on. ZONE #1 ��I " ICATOR (AU ISLE ` : \k\x:. 675. `` 3. Manual da p ers shall have quadrant indicating handle with VISIBLE },` ,`_ CFM .position locking set screw.• 1t." k I I ( ( 4. Grills, registers, and diffusers are shown with pattern Z 5 / and arrangeme t. " Fixtures equal in appearance and performance 675 1 3 8 DIA � \J 0 ,,t - CFM �TlL1 ❑ will L acceptable: XL/ A/Y,; �` 5. Flexible duc connector shall be hung above the ceiling x t ,� nsulation. Co Hector shall have minimum F-Factor of .45 @ 1000 v ,,,, „y D „ „CK .q v . m v v2, 3 .,T 9:��Iriv m L 181 listed and comply with NFPA 90 /A.INTAKE ,,,; , ,y , , ,, v v X` ti . {� y A. Installation .ZONE 3 1� shall comply with Florida Energy Code, CFM CFM C$M CFM ICaM # `sv` 6 Rectangularlflberglass duct shall be manufactured from ❑ r r f i \ p strong resin banded fiberglass formed into rigid boards faced on 24"X24" RETURN AIR one side with fire resistant 'foil-SRIM-KRAFT vapor barrier, GRILLE IN WALL ABOVE \` ` standard duty (type EI 80Q, 1 1/2" thick. Closure shall be made 150 COOLER Tl , with staples, glass mat, and mastic equal to Foster. Q 1 CFM \n'�C°'� - '7. Smoke dete�tors in the supply. .and return ducts shall be wired to shut down a/c system. Install per NFPA-72E. BE {,, \ o \ \ \" ., 1,• \ \`, 8 Cooler and Freezer, Refrigeration lines shall be copper wi ❑ ,\.;,.,: \„ \ <\`: \ ;",.'.' \ \�'\.. ,, 24"X24" RETURN. AIR ', - ❑ PP with J ' ,, 3/4 closed ce�l insulation all per mfg recommendations. LL COOLER ". ` 9. Equal fans by Dayton, Breezemaker, Penn, Cook, Acme, or Broan GRILLE IN WALL ABOVE are acceptable.) a 7.5 TON l + 67 , TO. Metal spirdl duct with 1 insulation "spiracoustic" by monsville Z o 1 ' - ❑ n - Iv ❑ ^ 13000 I ZONE 2 GF PART 3: EXECUTION O #\:' a 1. For air re ul tion andatr' a _ 9 branch take offs, � o s S r CFM Set air o flows shown fort,. fixtures with. manual dampers. 0 ❑ 0 2. Fiber glass duct shall be carefully crafted with ship 14p J DUCT SMOKE DETECTOR 7.5. - joints and seams into thesizesshown for -inside dimensions. E- T\ W/ REMOTE STATUS LOCATE HVAC THERMOSTATS. AT CASHIER AREA I TON 3. Contractor shall to his own \` \ 9 test and balance of the HVAC 's stem A.H.U. I Y INDICATOR (AUDIBLE FOR ARETHERMOSTAT TO HAVE A REMOTE SENSOR : GO DDOTSMOKE DETECTOR ❑ Per Florida Energy Code 410.1.7iBC.. Air flows shall be adjusted (is •" Y' VISIBLE FOR AREA OF CONTROL H _ #3 1 �..�j� REMOTE STATUS I required to obtain Indicated flows. 'Equipment shall operateLL INDICATOR (AUDIBLE quietly dnd be )installed such that its operation shall cause no r VISIBLE D perceptive vibration in the adjacent structure and shall result `< CEILING x in no objectionable noise \\ ti\ Q AT 10'-0' § \`: 4. Control wiring shall be routed in the interior building 150 o OT AC 04 1 ..S CEILIN :. ❑ wall and above ceiling CFM 0 AC UNIT 2 " AT 8 Oki`, too 5. Acceptance of ,work sfiall be after approvals by building officials i ❑ ` 3 w ' , have been signed and debris, excess material, equipment, scrap, a f1 .. ._ -,;.� `ka ", , . ,, �_ 1, I 1 t etc have been removed- �� F.A 6 Cooler and ice machine refrigeration lines shall berouted •.overhead +s'y 1 . , , .. / to exterior building , wall and IJ x, ,. 9 down inside and then through to -r .> ,,. .,: -. . 1. �. ti ti 'INTAKE 9 xti 0, D YS 1 +2 1p •w ...:D} ,_1 -:, \. condensors. A , -" �, ., DIA 11�Y W 500 500 500 500 �\ \; I� 11 GENERAL NOTES ' CFM .CFM CFM ' ! CFM l CFM 100. r--E� a ❑ )CFM 1. INTERIOR DUCT WORK SHALL' . BE PR - 500 PRE -FABRICATED FROM 1 1/2 ZONE #1 „ THICK 'S°QEBERGLASS: DUCT BOARD, VAPOR SEALED WITH R-6 - \ ,Y ,,,I I,,� 24"X24"I RETURN AID Yk .. ❑ VALUE. a� o-• VE `, 2. RETURN AIR GRILLE SHALE BE PERFORATED TYPE TO MATCH SUPPLY o GRILLE IN WALL A@® i ��` �� k +. - \ \ ,, CFM ALL BE LOCATED IN GRILLE; CEILING y CEILING 100 RESTROOM ENTRY , \ \,S k.'--, FILTERS SHALL 3. ALL GRILLES SHALL BE ALUMINUM. PERFORATED SUPPLY GRILLES .� ❑ AT 10 AT I�-� +� CEILING CEILING ? ' SHALL HAVE ADJ O.B. DAMPERS WHERE FLEX CONNECTOR' JOIN S DUCTS AT 8-0 AT 8-0 4, FLEXIBLE DUCT SHALL BE UL APPROVED AND LABELED CLASS 1 �� AIR DUCT, 14 FEET IN LENGTH MAXIMUM CFM cFM " ❑ 5. ALCn-SQUARE ELBOWS ,SHALL HAVE TURNING VANES. ALL TEES SHALL HAVE TURNING VANES AND SPUTTER DAMPER, PROVIDE BALANCING DAMP` `ALL BRANCH DUCT TAKEOFFS. ❑ -'- _ _ _.. m __- _ _ _ _ - _ _.. ❑ 6. ALL WORK TO BE PERFORMED IN ACCORDANCE 0O ❑ 0 0 W C7 _ --- _ =.._ aL- _ _�LZ -_.__ C7O O C7 0 EO BUILDING CODES, ORDINANCES AND FLORIDA EN RIGY CODE. m� LILi LE 7, AIR .CONDITIONING SYSTEMS SHALL BE EQUIPPED WITH A SMOKE � m DETECTOR CONTROLLED SHUTDOWN SYSTEM SMOKE DETECTORS W SHALL BE INSTALLED IN EE3OTH SUPPLY AND RETURN DUCTS. > 8. 'GENERAL CON TRACTOR, SHALL FURNISH AND INSTALL ALL NECESSARY W THERMOSTAT ROOF PENETRATIONS A PROVIDE 4" THICK CONCRETE W (SEE PLAN VIEW FOR LOCATION) HV C ,PLAN 9. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY � ,,.' EQUIPMENT FOR THE COMPLETE 'INSTALLATION, START-UP AND BALANCE + 70 BLOWER NEC CLASS i WIRING SCALE: 1�¢"=1'-0" aOF HVAC SYSTEM IN ACCORDANCE WITH PLANS AND MANUFACTURER'S Q INSTRUCTIONS. MOTOR RELAY TOPOWER WEATHERPROOF "' SIDE AIR INTAKE SHAL _L BE A MINIMUM 10 FT FROM EXHAUST J SUPPLY 10. OUT DlscoNNECT AND SANITARY VENTS, n3 SWITCH 11 OPERATION/MAINTENANCE MANUAL SHALL BE PROVIDED TO THE COOL R/FREEZER CORD- UNIT FURN. AND '`-: OWNER. BE INSTREFIR RID v EQUIPMENT VENDOR 12. REFRIGERANT SHALL BE NON-CFC SUCH AS R 22 OR H134A (GROUP AT) `REFRIGEftAT ON REING, CHARGING, START-UP, STUCCO - 48" OVERHEAD CLEARANCE AND �OW V LTAGE ELECTRIC WORK BY VENDOR 7NRUSB ENGINEER TO REVIEW & APPROVE ALL -:STEEL TO BE A36 CFC'S SUCH AS R-12 ARE NOT ACCEPTABLE W INS T LLATI N OF COOLER DOORS AND HIGH NEC CLASS 2 WIRING �� - FINISH VOLT GE E. ECTRICAL WORK BY CONTRACTOR. MOUNTING DETAIL OF AIR HANDLER ALL: BOLTS TO BE A307 13. .HVAC CONTRACTOR SHALL FURNISH AND: INSTALL UNITS COMPLETE:' U 12" REAR AND SIDES INCLUDING, IBUT NOT LIMITED TO, UNITS, DUCTWORK, REGISTERS - � AND THERMOSTATS W UNIT SIZE . 39" X 34" X 41" J TYP AC,-1, AC-2 & AC-3 - O... o O - TO COIL � O O � ANCHOR TO SLAB W/ (4) 3/8% 2 1/2" CONC. EVAPORATOR UNIT HEAT EXCHANGER m �.. REDHEAD -ANCHORS' - 0 0 .EXISTING..B INSULATED -, -.:PREFABRICATED STEEL -.WALL PANEL SYSTEM O D` NEW 4" REINFORCED CONIC SLAB - TEMPERATURE 0 CONTROL 24 SERVICE ACCESS' m SIT UNIT ON RUBBER - -o SEAL OPENINGS) WITH .CLEARANCE ELEVATOR GROMMETS o PERMAGUM OR EQUIVALENT TO REDUCE NOISE. AND m ALLOW FOR PROPER .� DRAINAGE PITCH SLAB REFRIGERATION PIPING TO COMPLY WITH ANSI ASME B31.5 AWAY FROM BUILDING. POWER SUPPLY F R / NOTE : ALL OUTDOOR WIRING MUST. BE WEATHERPROOF. REFRIGERATION SYS M SUPPLY & RETURN. PIPING TO BE FULLY INSULATED. SLEEVE. AND SEAL THRU WALLS AS REQUIRED COMPRESSOR INSTALLATION (TYP) TYPICAL COOLER/FREEZER COND. INSTALLATION SCHEMATIC EXISTING 6" INSULATED PREFAB v NOT TO SCALE NOT TO SCALE -"- STEEL WALL PANEL SYSTEM N N 14 HVAC CONTRACTOR SHALL PROVIDESEQUENCING CONTROLS TO BRING THE HVAC UNIT ON LINE BASED UPON THE LOAD. 0 EQUIPMENT SC HEDULE ALL EQUIPMENT TO BE PHASE 3 NEW HVAC UNITS AH-T HP-1 AH-2, HP-2 AH-3, HP-3 NUMINAL IONS. 7.5 TON 3.5 TON 7.5 TON ' - TRANE AIR HAN DLER# TWE090A300 TWE042P130 TWE090A300 TRANE HEAT CONDENSOR#:' TOTAL CAPACITY (BTUH) TTA090A300C 75,570 TTP042C300A TTA090A300C 41,316 75,570 cc HEATER KW 7.5 KW 7.5 KW 7.5 KW SUPPLY AIR. 3000 CFM 1400 CFM 3000 CFM _ OUTSIDE AIR 205 CFM 205 CFM 205 CFM SEER 8.90 12.05 8.90 MCA: AIR HANDLER/HEAT: T. PROVIDE UNITS jWITH THE FOLLOWING: 1. REMOTE RA SENSOR IN RA DUCT: 2. SMOKE DETE�TOR SHUTDOWN SYSTEM. S LtZc 3. 2 POLE RELAY; AT BOTH EF-1'S FOR INTERLOCK 1QE WITH AH 2 L AH-3 ]tE 4Z,6 t"N174, 3/4" 11 CONDENSATES LINE FROM 1 SHALL TERMINATE TO EXTERIOR OF 1/2" x 24 GA. DEEP DRIP PANhq b BUILDING INTO A 100 x 24" L L $ L�Cg 0 NEW NON FUSED DISCONNECT PIPE WITHOUT COVERT FILLED WITH 3/4" CRUSHED ROCK IN .THE DNOPEp. �� C• �� R I '.. NOTE : SUPPORT PVC CONDENSATE PERVIOUS' AREA NEXT TO HEAT PUMP PER SFBC 4606.7. SPE ?"x!!j• �.' m SCROLL TYPE BAKE EL HOUSING PIPE PER MANUFACTU RS HUSSMAN 2. INSTALL.. WATER LEVEL FLOAT SWITCH IN DRIP .PAN WITH SHUT OFF CT101 n ST WITH WHITE BAKED ENAMEL ELECTRICAL JUNCTION f E m - .ELECTRICAL JUNCTION BOX �, REQUIREMENTS '' 4'.PVC 'CAP SWITCH FOR -0VERFLOW: CONTROL. j,B J 3.. MOUNT. AH UNIT & DRIP PAN: ON RUBBER VIBRATION ISOLATORS BETWEEN E p. NEW 4" 0 STL. BUMPER DRIP PAN &. PLATFO MFRAMING SEAL MOUNTING SCREWS TO PAN: TO E B cn , U ��PERFORATED CAP I POST FILLED W/ CONCRETE PREVENT LEAKAGE ( RAMING SHALL BE UNISTRU7. 1-5/81, CHANNEL BRIDGING 4 'OUTLET W/ VINYL' .. 2.REDD PER UNI 4..LIQUID & INSULAT D: SUCTION LINES FROM AIR HANDLER: UNIT SHALL BE N BACKDRAFT DAMPER - DRAIN LINE REQUIREMENTS SHALL BE T) w ". 'N OPTIONAL -SEE SITE PLAN) ROUTED. ABOVE CEILING & DOWN IN EXTERIOR WALL TO. HEAT PUMP. MANIFOLD. EXHAUST IN ACCORDANCED WITH TABLE 46 C - N ANCHOR T0. SLAB W 24" NEW.4" THICK SLAB FOR OF THE.S.F.B.C. / FAN OUTLETS AND � (4) 3/8"x 2. 1/2" CONC. - ® DUCT TFiRU ROOF W/ o000000000 REDHEAD ANCHORS MIN. A/C UNIT (REIN. W/ 6 X 6 6" 0 - TERMINATE MIN o 0000 EQUIPMENT X. 10/10 W.W.M. o> 8":ABOVE ROOF 0000000 MIN. 0000 - , EXISTING ASPHALT OR CONCRETE m 8" 0 9 BLADED PROPELLER .FAN umo DIRECTLY MOUNTED TO 1100 RPM MOTOR \ POLYSTYRENE GRILLE WHITE COLOR SLOPE 1/8" PER.l'-0", DRAIN PAN .RUN TO DRYWALL (SEE PLAN) :4" 3/4' CONDENSATE DRAIN ' -. EXISTING SUB -GRADE m BROAN #626 110.CFM EXHAUST FAN TYPICAL CEILING EXHAUST FAN DETAIL - CONDENSATE DRAIN COOLER COMPRESSOR SLAB DETAIL m .NOT TO. SCALE - NOT TO SCALE NOT. TO SCALE a m U DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET M1 OF SHEETS R.II 120. A,� _ DOOR NOTES: H.C. ACCESSIBILITY ITY NOTES 1. DOOR WIDTH SHALL BE 3' 0" NOMINAL OPENING: 1. WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONSSHALL HAVE AT BOTTOM OF DOOR SHALL BE -10" A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT 2. UNINTERRUPTED SPACE GRAB BARS: CHANGES IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE A MINIMUM OF 48 3: N O REVOLVING DOOR ALLOWED FOR ACCESSIBLE DOORS 1 4" TO 111 2" 4. THRESHOLD MAXIMUM HEIGHT SHALL BE 1/ 1. LOCATE GRAB BARS ON EACH SIDE OR ONE SIDE AND BACK OF TOILET, INCHES IN WIDTH. _ ' I 2„ WITH MAXIMUM VERTICAL 33„ ABOVE AND PARALLEL TO THE FLOOR, EXCEPT WITH A TANK -TYPE 2. SURFACES WITH A SLOPE OF (LESS THA N 6 PERCENT GRADIENT SHALL:' 1 1 2" MAX. TOILET WHICH OBSTRUCTS PLACEMENT, THE GRAB BAR MAY BE AS HIGH BE AT LEAST AS SLIP -RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED CHANGE OF 1 /4". � AS 36". BARS AT SIDE TO BE 42" LONG WITH FRONT END 24" IN FROM FINISH. DOORS SHAL L BE OPENABLE FROM INSIDE WITHOUT USE OF KEY I 5; EXIT D TOILET. BARS IN BACK TO BE 36 LONG DIAMETER OR WIDTH' OF GRIPPING 3. SURFACES WITH A SLOPE OF16 PERCENT GRADIENT OR GREATER SHALL OR ANY SPECIAL KNOWLEDGE OR EFFORT. SURFACE 'IS REQUIRED TO BE 1 1/4" TO 1 1/2", OR SHAPE IS TO PROVIDE BE SUP -RESISTANT. � `, AN EQUIVALENT GRIPPING SURFACE. 4. SURFACE CROSS SLOPES SHALL NOT EXCEED 1 4 INCH PER Fool, DOOR HARDWARE NOTES: 2. IF GRAB BARS -ARE MOUNTED ADJACENT TO WALL- THE SPACE BETWEEN E FROM SINGLE EFFORT NO 5. WALKS SIDEWALKS AND PEDESTRIAN WAYS ABL SHALL FREE DWARF SHAL L BE OPEN LL BE EE OF GRATINGS' AR AR 1� �0 BE 1 1 2 H LANDB 1: DOOR WALL ' WHENEVER POSSIBLE. FOR GRATINGS GRASPING OR WRIST MOVEMENT LEVERS, PUSH .PULLS OR PANIC R NGS LOCATED. IN THE SURFACE. OF ANY OF DEVICES ARE ACCEPTABLE). 3. GRAB BARS SHALL NOT ROTATE. THESE AREAS; GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC FLOW. - 2r DOOR HARDWARE SHALL BE MOU NTED AT 30"-44" HIGH. 4. GRAB BARS AND ANY SURFACE ADJACENT TO THEM CANNOT HAVE ANY SHARP 6 ABRUPT CHANGES IN LEVEL ALONG ANYACCESSIBLEROUTE SHALL NOT ` OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE A MINIMUM RADIUS OF 1/8". EXCEED 1/2 INCH. WHEN CHANGES 1N LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT. THAT LEVEL CHANGES ALLOWABLE CLOSURE PRESSURE: 5. GRAB BARS AND MOUNTINGS SHALL WITHSTAND 250 LES. NOT EXCEEDING 1/41NCH MAY BE VERTICAL. 7. FLOOR ON LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE INTERIOR DOOR = 5 POUNDS THRESHOLD OF THE DOOR WAY. WHEN CHANGES IN LEVELS GREATER II EXTERIOR DOORS = 8.5 POUNDS (CALIFORNIA ONLY) THAN 1/2 INCH ARE NECESSARY THEY SHALL COMPLY WITH THE .REQUIREMENTS FOR CURB RAMPS, SECTION h07 CBC. I T ACCESSORIES FIRE DOORS 15 POUNDS TO LE 8. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. I 9; EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET, IN WIDTH AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT.' DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE AR WIDTH F CLEAR DT 0 THE DOORWAY 00 Y k. IS NOT LESS THAN 32 INCHES. - -- .._: ALL DOORS SHALL SWING OUTW ARD IN THE PATH F TRAVE L EL TO EXIT: t 10. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY 42" 36" LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE ,-. 'DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE 24"`" ABILITY TO GRASP THE OPENING HARDWARE, 12„ 11. HAND ACTIVATED DOOR OPENING, HARDWARE SHALL BE CENTERED BETWEEN O F, T, 30,INCHES AND 44 INCHES ABOVE THE FLOOR.' 3 FLUSH _, $ 1-. } 12 DOOR HARDWARE SHALL BE bPENABLE FROM THE INSIDE WITHOUT USE n g VALVE 6 OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. n m ,, Olt w _ N c X. s 1 A H GH-A A �. S UNAD w R BA S TOWEL BARS SOAP DISHES cn c r O w O W ETC., ON OR WITHIN WALLS SHALL BE SEALED AGAINST' MOISTURE.; UBC 510(B). 0- ( N w ~ J 14. THE TOP OF THE ACCESSIBLE WATER CLOSET 6, :. w ` Q ',O x o w < 0 SET SEAT SHALL BE WITHIN 17"-19" Q N r� � � w � � � ABOVE FLOOR. FLUSH,; VALVES SHALL BE MOUNTED ON THE :WIDE SIDE OF TOILET Q Q o AREA AND WITHIN: 40 OF THE FLOOR. THE FORCE REQUIRED' TO ACTIVATE THE oIN � p� z T� '� m' N ,'- r7 CONTROLS SHALL NOT EXCEED 5 POUNDS. CPC 1502 oo~ o Q w r7 z �I w o m ._ @� Q 00 15. HOT WATER AND DRAIN PIPE$ UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWI`SF`C V�RED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ,LAVATORIES. CPC 1`504(B) 16. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING„ OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL NOT EXCEED 5 POUNDS LEVER- auA SIGNS s - PUSH -TYPE AN TR OPERATED,...D ELECTRONICALLY LY CONTROLLED MECHANISMS 3„ ARE ACCEPTABLE. CPC 1504(C) , d. a.. s.- ADA ROOM IDENTIFICATION SIGN LATCH SIDE OF DOOR I ULM J m O J NOTES y co � 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. I 2. IDENTIFICATION SYMBOLS ARE TO BE CENTERED ON DOOR 60" ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST.,' 3, PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR, i r LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1 32" MIN., SHALL BE A MIN. OF 4. / `s r � 5/8" HIGH &.SHALL. BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY � RRE�it��Q� GRADE 2 BRAILLE. p T t� oByR litlLb 5. ADA SIGNAGE PROVIDED BY CUSA, CHAMPS No.I0600710. �RsAtacg�nrsio, p�Sp PE� H' RESTROOM SIGNS _ wcraN sr P; TYPICAL RESTROOM ELEVATIONS MOUNTING HEIGHTS zBE pro i I BED F CONSULTANTS INC CIVIL ENGINEER WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES, FLORIDA 33024 INC. TELEPHONE: (954) 431 4846 RE# 0024433 - E.B # 0007007 DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE JOB NO. 01-2524 SHEET P02 pE SHEETS ¢s W o D.F. CONSULTANTS, INC. CIVIL ENGINEER: WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE,136 PEMBROKE PINES, FLORIDA 33024 C. TELEPHONE (954) 431-4846 tno. P.E:# 0024433 E.B.# 0007007 DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE JOB NO. 01-2524 SHEET TE1 OF SHEETS 50'-0 OUT TO OUT BUILDING S-0". 8„ 48' 8" 8". 3,_O., INDICATES #5 IN - CONC. FILLED CELL BUILDING FINE 5HP CARWASH EQUIPEMENT THIS AREA AIR REFER TO BUILDING PLUMBING/ELECTRICAL PLANS d - COMP 3/4" HOSE BIB 24' ABOVE FLOOR O BUMPER POST N OF (4) 6" SQUARE o CONCRETE FILLED, STEEL BUMPER POSTS, 36" mo ABOVE FIN. GRADE z (SEE DETAIL BELOW) o - m EXIT 2" SLOPE ENTRANCE - DESIGN CRITERIA: BUILDING ROOF DEAD LOAD 24 p.s.f. LIVE LOAD 30 P.S.f. BUILDING FLOOR LIVE LOAD 100 pa.f WIND LOAD 35.7 p.s.f. UPLIFT' (NET) 44 p.s,f. SOIL BEARING (MINIMUM) 2,000 p s.f. SOIL PLASTICITY INDEX DE LESS THAN 35 STANDARD PROCTOR DENSITY 95% WINDLOAD SHALL COMPLY WITH ASCE 7-99 (OR LATEST EDITION) FOUNDATION BACK -FILLING AGAINST FOUNDATION WALLS SHALL NOT BE PERMITTED UNTIL THE FLOORS THEY SUPPORT HAVE BEEN COMPLETELY INSTALLED UNLESS OTHERWISE APPROVED BY THE OWNER. ALL COLUMN FOOTINGS .SHALL BE CENTERED UNDER. COLUMN: CENTER LINES UNLESS OTHERWISE NOTED AND SHALL BE AMINIMUM OF 24" X 24'. X 12" ALL EXTERIOR MASONRY WALLS SHALL BE CONCRETE BLOCK AND FILLED SOLD WITH CONCRETE BELOW GRADE. ALL FOOTING DOWELS TO BE SAME. SIZE, MEMBER, AND GRADE AS VERT. REINFORCEMENT ALL FOOTINGS TO BEAR. ON UNDISTURBED NATIVE SOIL OR COMPACTED FILL TO 95% MOD PROCTOR DENSITY AS VERIFIED BY SOILS ENGINEERS TESTING MIN BEARING CAPACITY SHALL BE 2500 PSF. z 2 SLOPE REINFORCING BAR LAP SPLICES SHALL BE MIN 30 BAR DIAMETERS. NO SPLICES N S 38" x (SE FIBERGLASS ALL HORIZONTAL FOOTING AND TE BEAM WALL BARS SHALL BE BENT AND a SLOPE SUMP - WILL BE PERMITTED EXCEPT WHERE SHOWN ON DIAGRAMS SUMP (SEE DTL. ON DWG # CW-5) LAPPED,. AROUND ALL CORNERS.- 0 O -6„ CL SUMP COIN/TOKEN - BOX COORDINATE BEND INTO TE BEAM 1B" MINIMUM fls- REBAR vER'ncAL ^A" BLOCK "A" BLOCK STANDARD BLOCK - ALL SPLICES BNAUL LAP 30 BAR DIA "A' BLOCK FlLL CORE SOLID WITI 25W PSI PEA ROCK CONCRETE MINIMUM A' BLOCK STANDARD BLOC( BEND INTO FOOTNG 15-MINIMUM TYPICAL FILLED CELL DETAIL NTS. BEND INTO TE BEAMfDOKL (LAP 30 BAR DIAMETERS) AR V RTGAL "0" BLOCK K "A BLOCK ® WALL ENDS & OPEN'GS wum SNAULCt TAP W BAR DIAPERMITTED DID AK�O 18�-0' 0/C MAX 19 C.B.R.C. IN SINGLE STORY FlLL CORE SOLID MITIPART Z500 PSI PEA ROCK "0' BLOCKSPEDAL OF BUILDING ONLY. MITIWT INSPECTgtCRETE MINIMUM "A' BLOCK 0 WALL ENDS & OPEN'GS TO FOOTINGAR DIAMETERS) DOUBLE A 01 BLOCK DETAIL -77 NTS LOCATION SITE POST PLAN PLAN' DOOR SCHEDULE LEI Li MARK QUANTITY MATERIAL ROOM SIZE FINISH THRESHOLD REMARKS o- — FACE OF BUMP ER POST ALIGN WITH MASONRY OPENING (TYP) LL o ,D1 2 HIM (stl) Outside Storage 3' O" x 7'-0" x 9 3/4' Match Wall None / r closer, "D" rated vnges, Deadbol t, HM w tloo 11'-6' MINIMUM BOX & lockset, lever type 6andleH i BUILDING LINE 8 2„ 1, 4„ 8'-2" 1'-4" 8' 2' OPENING ABOVE OPENING ABOVE OPENING ABOVE OPENING ABOVE HARDI-PLANK SMOOTH CEMENT STORA 6'-8 (r;E/UTILITY ROOM 36' 8" 6'-8" FINISH. 6" FIBER CEMU FLOOR PLAN SIDING OVER 3/4' P!fi: C ' FURRING STRIPS #5. VERY IN CONIC FILLED -` CELL, SEE PLAN .' .. FOR LOCATIONS 1/4" 1' 0 �II,I , ' 1.x2 PT #5 VERT IN CONIC FILLED FURRING CELL, SEE PLAN. 8" CONC. BLOCK ' FOR LOCATIONS W/GONG FILLED CELLS • CARWASH BAY (1) OF (4) 6" SQUARE "`"" 'DUR-O-WALL'. BLOCK "DUR-O-WALL" BLOCK REINFORCING. AT EVERY CONCRETE FILLED, STEEL REINFORCING AT EVERY .f !HIGH 1 T R BUMPER POSTS X 56 HIGH, '"' OTHER COURSE (VERT) :OTHER COURSE (VERY) .._LE G ��l TING PROCEDURE 36 ABOVE .FIN. GRADE; _ 0 E D , GENERAL PROJECT NOTES. GENERAL NOTES. CONCRETE:. FINISH TO BE GUN METAL " wA " AEI L SECURELY TIE VERTICAL REINFORCING BARS IN `CELLS OF MASONRY UNITS - r.l _ 1/2EXPANSION JOINT MATERIAL 1./2 EXPANSION JOINT MATERIAL GRAY TEDITION)III K �. I A MUILDING CODE (LATEST , ALL CONCRETE SHALL BE CONTROLLED CONCRETE COMPLYIN. WITH T 1. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL - BUILDING CODE. STANDARD FLORIDA WITH WIRE.OR PREMANUFACTUREDDEVICES DESIGNED FOR THIS PURPOSE ".. -- ,s <r„ _ , < + x ` 4 CONIC. SLAB W/ 4" CONC. SLAB W/ BE PRESSURE TREATED. ALL ACI BUILDING CODE REQUIREMENTS, OF A MIN ULTIMAT COMP ESSIVE : AS SHOWN ON DRAWINGS: .„ .. - „. -, 1'/2 EXPANSION JOINT MA 6X6;.10 10 W.W.F. 6X6 1 1 COMPLIANCE � _ STRENGTH AT 28 DAYS OF 3000 P.5.1. SLUMP SHALL BE 3- TO 4 .MAX ... / 0 O W: W. F. 2. ALL WORK SHALL BE IN FULL, STRICT ACCORDANCE & DESIGN iIVELOAD. ROOF 30 PSh .&.:._ _ CONCRETE POURSHALLBE PERFORMED IN A CONTINUOUS POUR LIFTS •- , / WITH ALL CODES, REGULATIONS, RESTRICTIONS &. GOVERMENT AGENCIES - HAVING JURISDICTION DESIGN WIND SPEED: 120 MPH ,Aer SLABSATO BE POURED IN ALTERNATE SECTIONS OF NOT MO E THAN -400 _.F NOT EXCEEDING 4'.-4", M- - I 6" CONC S 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED " K�'! S AND 20�,MAXIMUM IN, ANY DIRECTION. ,- :. CONSOLIDATE CONIC. AT TIME OR: POUR BY ROWING WITH A BAR OTHER - _L ., 6X6, 6/6: DIMENSIONS. DO NOT SCALE RRAWINGS. pTEED DESIGN LIVE .L7AgS. - -;,,. '[HAN:.,THE REINFORCING BAR THE. TOP 2'-0" SHOULD.BE RERODDED AT "y 5 1/2": CONSTRUCTION LOADS SHALL N ED -_. HA THORO00HLY FAMILIARIZE HIMSELF WITH RWGS :. `s __ -P -- ` - -' 4. CONTRACTORS SHALL _ ,,, _,. �,. ,, CONTRACTOR SHALL AS SHOWN ON PLANS: INSYAL;i CONS UCTI0�1 THE': nME OF PLACING THE NEXT'LIFT. COPE OF WORK PRIOR TQ"COMMENCING WQRK.�x=AL.. DIMFii''IS '. i- JOINTS I' POURING ,T & S -A STRUCTURAL STEEL AND MISCELL ,. WiiENPOU G IS ® BESTOPPED FOR 1 HOUR OR LONGER BETWEEN y `I D I VERIFIED THE ARCHITECT SHALL I.BE NOTIFIED, _ - •„.,:.w,. *' c,,-. - + FI. APSE SHALL BE FIELD R ;4... , , LIFTS, HORIZONTAL. CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING N..`i < MACHINE BOLTS - ASTM A-S07 r-, - 6 MIL VI OF OF ANY ERRORS OR DISCRERENCIES - 4 `a. SQUEEN 6 MIL VISQUEEN PRIOR TO START a"- ALL SLABS ON EARTH SHALL BE REINFORCED WITH 6x6..6 6WWM �. ::�.,R}IEiPOUR 1 1/2" BELOW TOP OF THE UPPERMOST UNIT. " "'-�` � _, ,�,, N _ I VAPOR BARRIER VAPOR BARRIER :. BETWEEN PREPARED DWGS&FIELD CONDITIONS _�- / ALL. REINFORCING: BARS SHALL BE NDW BILLET STEEL, DEFORMED / 7. CONTRACTOR SHALL REPLACE &/OR REFINISH TO ORIGINAL OR IR TS. ' LANDSCAPING & ALL BLDG GRADE 60 AND SHALL COMPLY W'ITO ALL ACI CODE REOU E .ALL EXPOSED CONCRETE SHALL BE AIR ENTRAINED CONFORMING Tq (' ' 6" 4" SAND CUSHION 4" SAND CUSHION BETTER CONDITQN, ANY DAMAGED A;.�_ MASONRY: 16' X i6" X 36" I _ SURFACES ADJACENT TO ANY NEW WORK. THEY SHALL BE FIELD WIRED IN PLACE "s,., � OWNERS REQUIREMENTS 6. OCCUPANCY GROUP "G", DIVISION "1". ._• •° CONCRETE POUR' y _';+ ,r5 BOWEL 30" LONG W�// j� N m " _._. MASONRY WORK SHALL .CONFORM TO THE LATEST BUILDING CODE o 6 HOOK. A " 7. CONTRUCTION:TYPE V, UNPROTECTED, PER ASC 7 93 DESIGN ALL` ALL FORMWORK AND PLACEMENT OF CONCRETE SHALL COMPLY WITH F.R.. - :,.,... EACH VERT •, ,. - r 1' , 'REQUIREMENTS O, MASONRY STRUCTURES AND SPECIFICATIONS n 8. AREA OF BLDG. IS 997,48-SQ.FT. VERIFIED BY A` I �.,_...- '' GOOD CONSTRUCTION PRACTICES AND BE IN ACCORDANCE: TH ALIL. �. " O •,-, F,`TOR. '� FOR MASONRY STRUCTURES. r " #5 DOWEL 30. LONG W/ 9 OCCUPNCY LOAD: = 3 `<(DRIVF-THRU CARWASH). ALL SOILS SHALL HAVE 957' N.) WON PER M4DI. E LOCAL GOVERNING CODES AND REGULATIONS <'� 5 5 __ 2 #5 BARS CONT.- 10.EXISTING SOIL HAS BEEN DETERMINED TO HAVE A BEARING , 3 6 HOOK 0 EACH #5, VERT ' CAPACITY FLOOR 2,500 P.S.I. - GENERAL-ICONTRACTOR TO VERIFY A� DIMENSIONS AND C015BkTfONS ON - DETERMINE SIZE AND LOCATION OF MECHANICAL E P. AND .MAKE' MORTAR FOR WALLS §HALL BE TYPE M :OR S. ,� - L_ 3 N P.. MINIMUM FLOOR SLAB ELEVATION +1'-6" ABV. CROWN OF THE JOB SITE PRIOR TO CONSTRUCTON- - PROVISIONS FOR' LTS, SLEEVES, PADS, ETC FROM MANUF CTURE S >' �� � ROAD - SEE SITE PLAN FOR TRUE ELEVATION. (SITE CERTIFIED DRAwiNS. GROUT SHALL BE FINE GROUT WHEN GROUTING CELLS OF HOLLOW MASONRY PLAN FINISH FLOOR TAKES PRECEDENCE) PEDESTRIAN PROTECTION SHALL'BE �ROVIDETI:�DURING C UCTION TB' THIS WORK SHAL UNITS WITH OR WITHOUT VERTICAL REINFORCING., 2 5 BARS:CONT.. L BE COORDINATED WITH THE TRADES INVO VED. # ' 12. THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF COMPLY WITH. LOCAL AND FEDERAL BODES AND OS + ^" 1T1E STANDARD BUILDING CODE, (1997 EDITION) &. ASSOCIATED ALL MASONRY WALLS §HALL HAVE GALVANIZED HORIZONTAL yt,` L=CAL AMENDMENTS FOR THE 110 M.P.H. WIND ZONE & ASCE 7-95, + ., REINFORCING OF LADDER'TYPE 3/16" SIDE RODS AND #9 GAGE 6" SO. DP31;N CRITERIA IS 140 M.P.H. . WIND LOAD. ` CROSS RODS SPACED 16" ON CENTER VERTICALLY. (DUR-O-WALL REINF.) 2'C„ 20" ALL UNITS SHALL BE LAID.WITH FULL MORTAR COVERAGE ON BUMPER (DST DETAIL HEAD, BED (FACE SHELL) AND WEBS.-,.�., f` 1/2-..1'-0" � SECTION � SECTION INCW—� SCALE 1' 3/4" = 0" CW-1 SCALE3/4" '1'-O" ^ r Y, 0'-8" 0/0 CONCRETE FOUNDATION A HARDI PLANK SMOOTH 4" �;: 5,. 50' 0" 0/0 MASOi , 4" OTM #5 VERT TN CON IL ', •- .'• - ,Fly , ,T P T FOR L LOCATIONS CONC. FILLED FINISH, FIBER CEMENT I /■,P OF SI 2` 8" D-, 2 #5's IN III ' -..:. FURRING STRIPSIDING OVER S #5 -." 8%8" K.O.BLOCK: i HARM -PLANK SMOOTH` POURED CELLS 5 IT IN CONC'�ILLED BLOCK W/ 1 1#5 CONT T (TYP) _. CELL. PLAN FINISH. 6"`FIBE CEMENT _ — - -+.._, _,� -r= — __ FOR LO710N5 FURRING STRIPS P • '=s. ' SIDING OVER .T o ❑ ❑O O . ❑0 ❑O ❑� EDC7 ❑ •� I]E p FILLED CELLS W/GONG FIL©CK F P 8' CONIC. BLOCK 1/2" SLOPE ACROSS -DOOR OP'NG " RE NFORCING LOCK AT REVERY 2. 5's IN CONCRETE FOOTING � ! � I OTHER COURSE (VERT) PO RED, 5 1/ "'STEP U CELLS SEE DETAILS 1/2" EXPANSION JOINT MATERIAL I ..PRECAST CONIC POLYDRAIN 1/2" EXPANSIONJOINTMATERIAL •. ,.I (TYP) —�.— �- �`:..— --- �_ #5 BARS X 24" LONG ., 6" CONC. SLAB W/ 6" CONC. SLAB W/ _ 3'-0" 5'-0' WHERE SHOWN ❑•.. L — \ _ ❑ LINE UP FACE. AT 24" ON CENTER.. 6 11 6X6, 6/6 W.W.F.. 6X6, 6/6-'W.W.F. z Q 0 _I ILL F_ H z 0 U w U J H J Lu 0 LL m LU 2 w U) w El El OD OD OEl 0❑ OC7 LD • u;'' C?'JL7 C767 C7 E7 NING I OF 'BUMPER .ACROSS DOOR OP NO 0 r -r —_ — POSTS WITH .. 6' CONC. RAMP. W/ li a o I T P 6x6, 6/6 WWF " 1 1 /z" NOTE '. o a SLAB AREA OF CARWASH BLDG o- (1) OF (4) 6" SQUARE TO BE TREATED FOR TERMITES L` CONCRETE FILLED; STEEL " W/PROOF OF TREATMENT FURNISHED. BUMPER POSTS, 36" - nI TO BLDG DEPARTMENT PRIOR TO m I I CERTIFICATION OF OCCUPANCY o � ABOVE FIN. GRADE z N I I (SEE DET. DWG CW-1) 0. 3` 6" CONC. SLAB W/ 6" CONC. SLAB W/ , o - o cw-1 I I TO GLRAT" 6X6, 6/6 W.W.F. 6X6, 6/6 W W F TO GRATE I o CONCRETE FOOTING —SEE DETAILS o 8" X 16 POURED 8"XI6 POURED El ❑❑ CONC. COLUMN CONC COLUMN E W/4-#5'S VERT - W/4 #5S VERT 0 8"X16' POURED 8"X16" POURED 8"XIC PO RED o Q I CONC, COLUMN CONC COLUMN CONC. COLUMN ' 0 Q L W/4-#5'S VERY W/4 #5'S VERT. W/4-#5'S VERT Q El El 7 #5's IN 6, 8.. 87 22„ 1,_4,; 8, 2" 1= 4" 8' 2" 1'-4" 8. 2" 6,_ POURED CELLS OPENING ABOVE NING ABOVE OPENING ABOVE I OPENING ABOVE ,. -4 DFOPI_ 48'0' 4„ FOUNDATION PLAN —7 #5'sl IN .POURED CELLS } \� KN �! VAPOR V6 MIL VISQUEEN 6 MIL QU E' 1, ( /6 6 S/ BARRIER \/\\ \ VAPOR BARRIBR: �4 SA'SPION 4" SAND CUSHIOON/\/ ' #5. DOWEL 30" LONG W/ #5 DOWEL 30" �ILONG W/ 3.. 12 j\ •_L �. .. t / 6" HOOK 0 EACH #5 VERT :. 6 HOOK @ EACH #5 VERT \z #5, BARS CONY. 211#5 BARS CONY.CTC OIA PC��wPo' Rc08 D Li 9� c D I 3 SECTION SECTIws P�RI E J 1' SCALE:3/4 = 1 -0 I CW-1 �I0W -•lUs $� `1Z4DE oN ® D,F. CONSULTANTS, INC. CIVIL ENGINEER: WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES, FLORIDA 33024 INC. TELEPHONE: (954) 431 4846 P.E.# 0024433 - E.B.# 0007007 DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET cwl OF SHEETS uiiuuiiuiuu I� x s. RIGHT SIDE ELEVATION STANDING SEAM METAL ROOFING +18'-9" TOP TRUSS +11' 3"..TOP 2X 10 +10'-6" BOT 2 X 10 �7'-9" Tno nbrnunir COIN BOX +27'-6" TOP OF PEAK +18'-9"_TOP TRUSS �P +IV-3" TOP 2 X 10 Y +10'-6"BOT 2 X 10 -- ,i +9' 4" TOP TIE BEAM. +7'-6"TOP OPENING. _ ' +L 2'-8" TOP SILL IN STANDING SEAM ROOF STANDING D g,- 3 ' STANDING SEAM ROOF �12 16° C/G 12 4' 0„ HARDI PLANK SIDING +0'-0" FINISHED FLR.(STORAGE) #0'-0" FINISHED FLR (STORAGE) ,I A -0, 5..1./2" BAY FF EXIT ELEV TI ONI P"- lE,i�DFIA. 9p� tpEDgORC �Lpp� Y C t Olt , "Vo 4A U D ' :yUr0Ar i E T C 'v I I O S � tvtt 8a L E�E ONJt1 , ® D.F. CONSULTANTS. INC. CIVIL ENGINEER WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES, FLORIDA 33024 INC. TELEPHONE (954) 431-4846 P.E.# 0024433 E.B,# 0007007 DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET CW2 OF,, i.: ..:i SHEETS SLOPED ROOFING SPEC DELCOA.INDUSTRIES, INC. 1950 NORTHWEST 18th-STREET POMPANO BEACH, FLORIDA 33069 PHONE:-1 800375 6382. GENERAL A. PREFORMED, PREFINISHED METAL ROOF'G & FLASH'G. B. MISC. TRIM, FLASH'G, CLOSURES and ACCESSORIES. C. SEALANTS. D. FASTENING DEVICES: USE THESE REFERENCES: ASTM A 446-85 ASTM A.525-86 ASTM A 792 86 ASTM B 209 -. ASTM B 370 ALUMINUM ASSOCIATION SMACNA-ARCHITECTURAL"SHEET METAL MANUAL INSTALLATION, INSTALLING CONTRACTOR SHALL SUBMIT DETAILED DWGS SHOWING LAYOUT OF PANELS, ANCHORING DETAILS, JOINT DETAILS, TRIM. FLASHING and ACCESSORIES. SHOW DETAILS of WEATHERPROOFING, TERMINATIONS and PENETRATIONS of. METAL WORK. INSTALLING CONTRACTOR SHALL SUBMIT ASAMPLE OF EA TYPE OF ROOF PANEL, COMPLETE W/ FACTORY FINISH. INSTALLING CONTRACTOR SHALL SUBMIT CALCULATIONS W/ FL. LIC P.E"SEAL, VERIFYING ROOF PANEL and ATTACH- MENT METHOD RESISTS WIND :PRESSURE IMPOSED ON IT PURSUANT TO SBCCI PREFORMED METAL ROOFING: 1W\11 STAN D ING MHIGHT TAL SEAMS ® 16 O/C SPACED WITH HS NF A EPANEBS EVENLY PANELS AND SEAMS SHALL BE ROLL FORMED IN CONT. LENGTHS FROM EAVE TO RIDGE CLIPS ARE TO BE SPACED AS NEEDED TO MEET LOCAL UPLIFT REQUIREMENTS BUT NOT TO EXCEED 24 INCHES ON CENTER. PANELS TO BE INSTALLED OVER SOLID I i I I I Y O, � O J m � 00 ,o o '', o o j O O o N N I i � � BEAM SCHEDULE ,NOTES 1. SCHEDULED HOOPS ORSTIRRUPS .SHALL BE PLACED AT EACH END OF BEAM UNLESS NOTED OTHERWIlE. STIRRUPS SHALL BE TYPE S-6 & HOOPS SHALL BE TYPE T 2 YPICAL CRSI. BAR BENDS UNLESS NOTED OTHERWISE 2 BUNDLE ALL STRUCTURAL BE4M TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. 3. ALL CONCRETE BEAMS OTHERjiTHAN THOSE WITH THE PREFIX TB SHALL BE POURED PRIOR TO PLACII G OF BLOCK BELOW. 4.ALL TIE BEAM REINFORCING SMALL BE CONTINUOUS THRU TIE BEAMS ONLY.. ALL SPLICES TO BE AIMJNIMUM OF THIRTY SIX (36) BAR DIAMETERS. 5 ALL TIE BEAM TOP -REINFORCING SHALL EXTEND INTO. SPAN OF ANY ADJACENT STRUCTURAL BEA� AS PER BENDING DIAGRAM. 6. DROP BOTTOM OF .TIE BEAMS AS REQUIRED AT WINDOW AND DOOR HEAD (28" MAXIMUM) TO FIT BLOCK WORK. ADD #5^ REBAR FOR EACH 8' DROP AND BRING UP TO TIE BEAM WITH A MINIMUM 6" OVERLAP (FOR BEARING) 7. TIE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED (8") MAXIMUM) TO FIT BLOCK, WORK. (OR SEE NOTE; #6) 8. ALL ADDED LONGITUDINAL BEAM' REINFORCING SHALL EXTEND 6 MINIMUM INTO SUPPORT UNLESS NOTED OTHERWISE'. 9 MARK "C" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THATREINFORCING SHALL BE CONTINUOUS THRIJ THESE TWO BEAMS S-1 S-2 S-3 S-1 S-1 -2 - S ' BAR (EN ) 'E' AR 'E' BAR TOP BA TOP BA TOP BAR tF, -IP BOTTOM BAR I I ;BOTTOM BAR BTTOM BAR HOOPS or STIRRU 3" MIN. tHPOOPSO or STIRRUPS SPACED FROM CED FROM'. SUPPORT FACE A SUPPORT FACE': AS SCHEDUL I SCHEDULED PLYWOOD SHEATHING FASTENERS: MIN. #8 WAFER HI=AD TYPE SCREWS COMPATIBLE o W/-THE MATERIAL BEING USED, CONCEALED AT ALL TIMES AN EXPOSED FASTENER MUST BE USED,I CAN ONLY BE A #44 POP RIVET OF THE SAMEME (OR COMPATIBLE) MATERIAL FELTING: 4'-0" SATURATED ROOFINGNGORA Q D 12" O/C IN THE FIELD ROOFING: FELT ( S) and 6" @ THE PLYWO 23 32 42/20 (EXP-1) YWOOD v 8" SUB FASCIA +26'4' TOP OF PEAK Y,M 10" FASCIA a Al N i L14 1 �4 T-9" TOP TRUSS 4 CROPPED ,ABLE END RUSS 12 PRE' ENGIN11RED WOOD Q6 USSES '24" O/C +11'-8" BOTTOM TRUSS '1 +11' 8" BOTTOM TRUSS +10'-3" TOP OF FASCIA 22' 8" +9'-4" TOP TIE BEAM +7 C TOP OPENING +2'-8" TOP. SILL -0'-7 1 2" TOP +0'-0 FINISHED FLR (STORAGE) SAND TRAP 01 0" FIMI>n� 0'-5 1/2' BAY FF 2' :0" TOP END 1' 8" 150° 1 8" 3'-8" 1 8" ST Lb SECTION A -A' pl n CE�LStON og �o�'vn pER�r ECErQNWII TB L KEp T B O E N ' T O �1DE B ® D.F. CONSULTANTS, INC. CIVIL ENGINEER: WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES, FLORIDA 33024 INC. TELEPHONE:. (954) 431 4846 P.E.# 0024433 - E.B.# 0007007 U Z R DRAWN CHECKED DATE 01-05-01 SCALE AS IN JOB NO. 01-2524 SHEET CW3 OF SHEETS N � NK H FW-Z 1 1/2" DIG PVC WATER, 40 .PSI FROM SALES z s BUILDING (SEE SITE PLAN) o (2) 1" PVC FOR WATER 1/2" UG DRAIN LINE SOFTENERS TO FLOOR DRAIN FROM r 0ACKFLOW PREVENTOR I L 30' \--1/2'CW IiRO -- RECLAIM T72 CW -flip 1" CW .AIR - TO FD IUNIT UNIT III COMP I TP 3" PV SS SS ❑F / 1/2"CW R25Y AGO OO(TypIR F❑ / T.PTn FD REDUCEDPRESSUREPRESSURE 5 HP AIR U" PUMP IIf- JO WASH BACKFLOW PREVENTOR COMP r \ VT STATION CONTROL W C / Tr 2" PVCLWO RECLAIM 1"!PVCgO RECLAIM - 3/4' HOSE BIB 18" CHARCOAL FILTER TANK I 24" ABOVE FLOOR ❑ : W/STORAGE TANK .ABOVE iv FLOOR DR IN 38"SO. FR 0 1/2 TYPE K o N COPPER AIR LINE PRECAST POLYDRAIN z STUB UP FOR I z AT ENTRANCE AND o AIR DRYER o EXIT TO CARWASH THE LOCAL VENT FOR THE GAS/OIL SEE SHEET CW-1 EXIT 3' DIA PVC SL 1/8"/FT TO FD LI 3" DIA VC SL 1/8"/FT TO FD FOR DETAIL INTERCEPTOR NEEDS TO BE NOT MORE THAN 6" BELOW THE COVER (SFBC ALL. CLEAN( OUTS IN THE TRAFFIC AREA I 3" DIA PVC FROM FLOOR 4612.3 D 4 I' ARE TO BE INSTALLED IN A CONCRETE BOX `J DRAIN IN CARWASH o SLOPE 1 /4' PER FOOT WITH METAL COVER (SBFC 4608.2 (A)(13) C O l TO TANK z � I o I o I I ! I C) 2" DO PVC'SUCITO LINE FROM RECLAIM �I l TANK TO RECLAIM 'NIT UNIT I I - ENTRANCE PLUMBING FIXTURE SCHEDULE. ❑F FLOOR DRAIN: "JOSAM' SERIES "A". 5' TOP FOR 3" PIPE 3" PVC P-TRAP W/ 1/2" TRAP PRIMER PIPING CONNECTION SCHEDULE: DESCRIPTION VENT SOIL OR WASTE COLD WATER HOT WATER FLOOR DRAINS 1 1/2" 2" PLUMBING NOTES: 1 :NO JOINTS IN COPPER PIPING BELOW CONCRETE SLAB. THE CONTRACTOR SHALL CHECK THE SITE AND YARD PIPING PLAN FOR DISCREPANCIES TC THIS PLAN. CONTRACTOR TO NOTIFY THE ENGINEER OF: RECORD OF ALL. DISCREPANCIES. 2. INSTALL AN INSULATING SLEEVE FOR ALL COPPER UNES WHERE PIPING PROJECTS THROUGH CONCRETE FLOOR SLAB.: 3 ALL PLUMBING SHALL. BE INSTALLED IN ACCORDANCE WITH ALL NATIONAL AND LOCAL CODES- 4. PIPING ARRANGEMENT SHOWN IS DIAGRAMMATIC, INDICATING SIZES NECESSARY CONNECTIONS AND EQUIPMENT. SEE CARWASH MANUFACTURER'S DRAWINGS, FOR ACTUAL DIMENSIONS... PIPING SPECIFICATIONS.' SERVICE PIPING ITTINGS VALVES ' ABOVE GROUND WATER LINES COPPER TUBE TYPE L COPPER TUBE TYPE L S.E.BRZ 125#.SAP UNDERGROUND WATER LINES COPPER TUBE TYPE K COPPER TUBE TYPEK, S.E.BRZ 125#'SWP SOFT TEMPER, 250 PSI MAX. OLDER FITTINGS -SILVER SOLDER AIR LINES COPPER TUBE TYPE K, COPPER TUBE TYPE K SE. BRZ, 125#. SWP SOFT TEMPER, 250 PSI MAX. SOLDER FITTINGS -.SILVER SOLDER SEWER & VENT ONES r STD PVC SOIL, B & S STD PVC SOIL, B & S II I I — — — - LAND -01" Dla PVC OZONERETURN TO RECLAMITANK FROM RECLM 3" DIA VENT AND 2" DIA WE—NT UNIT VENT RISER — VENT I F 4" bIA FROM T — — — — — --- SANb TRAP AT ---------------- fl I I CAS§ ASH BAY r—I ------- co CIOII If II II II I _ --- II II II III _ Co 4" DIA PVC-- -- — n O r ' 4" DIA PV II II �I I II II II II ------ � =�= II II II II t------� _ oL___ 750 GAL. GAS/OIL/SAND -y INTERCEPTOR 3000 GAL D/W FIBERGLASS *_ p1 1� tbAT STEEL RECLAIM TANK wilt CARWASH PLUMBING HAN SCALE: 1/4" = 1'-0" NOTES: - 0 TOP OF TANK ELEVATION TO 5ET AT 3'-0' MIN: BELOW FINISH GRADE. 2) ALL MANHOLE5 TO BE 5ET 1 1/2" ABOVE GRADE. 3) 3000 GALLON UNDERGROUNDWASH ` ` , 4,, ,,,+ .F,• „- °' ,; WATER RECLAIM TANK CON5TRUCTED .� _ :... > ,....... "' IN ACORDANCE WITH UNDERWRITERS SPEC, No. 56 AND COR205ION PROTECTION 5PEC No 1746. ' SPECIFICATIONS. AM 3000 GALLON FIBERGLASS CLAD PLY51EEL TANK (STEEL WITH FiBERGLA55:. COMPOSITE) BUILT TO - UL 56-rUL 1746 5PECIFICATION5 BY METAL ` PRODUCTS, INC. 113 TOTAL BOULEVARD rak. ALACUA, FLORIDAFt w 2 2 2 GRA7NG NOTE I I '1 CO STRUC110 F TER 0 M J _ELn���e wo■I N voln.. ■It■I to I,I .■I.■ ■■■11■ gun■■ io■�... / ION 4612 3 _ _ PEMCO a107 42"DIA CLEAN OUT AT GRADE 1z" MANHOLE w covER :. .SHALL BE aSNPCER SF 8 PSEC _ WATERTIGHT STP - 36" DIAL, F/G 2DESIGN INTERCEPTOR FL W 6 CONCRETE SLAB �`" 4' Dia PVC : ". TRAFFIC BEARING GC TO POUR CONIC MANHOLE (TYP) MANWAY -6" CONCRETE SLAB RIM EL. AT GRADE (SEE-PANNG RATE = 112 7 GPM T USE 435 MANHOLE RING & COVER L COLLAR AROUND M H. RISER (TYP.) GRADING &DRAINAGE PLAN)(TYP) Ili OR EQUAL (TYP.) CLEAN OUT COVERS LOCATED IN GRADE GRASSED AREA (TYP) C Dio PVC SLOPE DN7 I ti To RECLAIM TANK ADJUSTMENT BRICKS - PLAN_ - 12` MANHOLE W/COVER 2' m 4" Dia PVC 4" Dia. PVC SAMPLING POINT PER TOP INLET 4' Dia PVC 4' DIA 45' ��. DEEM REQUIREMENTS 2" DIA VENT LINE 4" DIG VENT " a 4" DIA FROM .'BEE SITE.:PLAN.. 4' Dia 45' EL - IN BAFFLE 4 ' 4" Dia. PVC: _. SA D T27 AT 'Alz 3" Dia TO SANITARY SEWER CARWASH BAY EEE CLEANOUT - .I PVC VENT - - - - - ERR p �.. 4" Dic PVC FROM LINE waiER' QA4 4" X 4" X e 4" Dia PVC ., �} TO RECLAIM SYSTEM AT 2" DIA PVC 5UCTION LINE _ ;�, pp° r ' TEE 4 DID PVC: SLOPE DN �- CARWASH BAY o / TANK p. 45' TEE FOR 4' DIA TO CARWASH RECLAIM s CLEAN OUT OREASE INTERCEPTOR ^' 2 4' ma PVC / QUICK RELEASE MANHOLE 5TEEL. BAFFLE BY TANK SEE: SITE PLAN 4 Diu PVC SLOPE DIN COVER -. FURN & INSTALL SUPPLIER (TYPICAL)4" "Y" FITTING TO RECLAIM TANK e o a o BY TANK SUPPLIER (TYP.) FURN & INSTALLED. 4" x a" x a" 3'-4" / of (CLAY AND BAILEY MFG BY TANK. 5UPPLIfR.: - 45 TEE FOR v ao CLEAN our ' 45` CO. PART No 1607) 3/16" PLYSTEEL WITH FIBE2GLA55 CLADDING S SECTION REC�L rY NOTE GALLON FLOOR DRAIN 7 0 X 3--0" TO BE PRESSURE. TESTED SEE DRAWING CW-7 FOR TANK NOTES AND DETAILS p=4TE w'ED$yRC08 "'�l'yi C L D CARWASH FLOOR DRAIN DETAIL °R o�wpE SAND TRAPGAS/OILsPET�o T s ' DETAIL 3000 GAL' D/W STEEL RECLAIM TANK NO SCALE NITS N.T.S L4 PT O CONTRACTOR TO INSTALL 750 GALLON GAS/OIL NJO� .SEPARATOR UNIT TO MET COUNTY HEALTH AND BUILDING - STANDARDS.SPECFICAITONS SHOP DRAWINGS TO BE: SUBMITTED - TO BOTH DEPTS OR APPROVAL, AND 'FORWARD TO ENGINEER... ' OF RECORD. _ . ' I I II p D F CONSULTANTS, INC CIVIL ENGINEER: WILLIAM DUFFEY, P.E. Lf: 9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES, FLORIDA 33024 �INO. TELEPHONE: (954) 431 4846 P.E.# 0024433-'E.B.# 0007007 U z Q 0 LL z 0 w_ U _-.I LitimmmiL LL I J m w w U) Ld D RAWN /N D 1D. OF SHEETS K VENT. TNT RouF J CW-2O /d ❑ LT `'�-- L1 r- L1 3 U Z Q El 0 O 0 LL Z _ 0 LIGHTING PLAN U SCALE: 1/4' = V-0' J Ali,. - �.. •, L{Cj FIXTURE SCHEDULE: (FLUOR. FIXTURES SHALL BE ENERGY SAVING TYPE) 0- imoo V) LAM ---- - __ MARK iION MANUFACTURER CATALOG No. LAMPS REMARKS BELL BOX RECESSED N BLOCK TO FLOOR WALL MOUNTED LSIEG175 MH-MT- ONE 175W METAL SUITABLE FOR WET LOCATIONS, ST ALUM. HOUSING, LwLj METAL HALIDE WHT HALIDE / LDE RUBBER GASKETING SEALS, BAKED Oqd ENAMEL WHITE FINISH 1, TREADLE 3 4" PVC .FROM SENSOR TO J-2i „MOUNTED LITHONIA ALC240 2 40W ALUMINUM HOUSING 1"PVC TO J-2 W W 18 16 & GROUND FROM SIGN 7 #16 AND GRID TO TO TREADLE TO SENSOR 1 TO J 2 UNDERCARRIAGE SENSOR #2 TO J-2 W/2 SENSOR CABLES y SENSOR #1 ... BELL BOX RECESSED IN WALL AT I24"A R.E. CW1,3,5 1" COND. TO COMP = FOOD MART - "�` CW18 2 BELL BOXES FOR LIGHTING N �, „. ' HOME RUN TO JO PUMP J2 FEED FROM JO CONTACTOR J 3R SERVI 'DIS CABINET 9# 16THWN STATION RECESSED IN WALL FEED TO DR R.."„ CHARCOAL RECLAIM H 100AMP AT 84'A.F.F. 225A, 3ph R.O. CONTROL CONDUIT FILTER UNIT UNIT 3 h JO WASH. PNC. CW' LIGHTING a-, a W.7,9,11 CONTROL E h<' DRY ROL ,,. —---- P HR 1 1/2'HP ER gHP PUMP J-2 BOXY G/W ph PUMP 20AMP 3ph CW 8,10 C .$,4,6 v CW23 ^' I.. - Lu ` --- - JOYSTICK CONTROL BOX CWi CW19,zRjr. Mc �2 1" PVC CONDUIT 'T@r F.F. TO RECESSED FROM J-2 TO JO BELP15OX / BLDG W/ 22 #16 & DRYER CONDUITS J RECESSED IN ' GROUND IN.#1 1/2" PVC C�UIT TO j & 32 #16 & GROUND J 10# 16 ROUND WALL 120"A F.FJ \ 3/4' ��£ CONDUIT RECE_SSED"" N WALL FROM " TO SIGN SENSOR #2 TO J-2 W/2 SENSOR CABLES L AT 60A F IF I` ' "] TO TREADLE TO SENSOR #1 TO W Ircl T_^ �� '�) J 00 `J� LLI Of w TERMI A -_-a r- � W/18#16 &GROUND FROM SIGN CABI ILL WOL .., i 3/4" PVC FROM SENSOR TO J-2 PVC COND .- 1 �1r,,,� Of ENTRY UNIT IN CATTIER INSTRUCT] f BLDG 1 1" PVC CONDUIT TO POS CODED -""""06 p ..,... I 1. W/ 3/4„ ❑ FLOOR TREA©LE 6 m J-BOX WJ 11#16 % I j I3/4' VC CONDUITS Y TO J-2 1/2" RIGID GALV. I JO EC STEAL CONDUIT I 1"C TO G/W W CASHIER of 1"C TO W o SIGN S-BOX IN WALL 18" A.F.F. � 15-7": EMERGENCY SHUT OFFSWITCH 12' DIA. 0 0 MTD ON WALL AT 48" ABOVE (� m WALK LINE m m - ELECTRICAL PLAN i.. WIRES FROM WASH BAY TERMINAL BOX CONNECT m SCALE: 1/4" = V 0" TO TB6 - 25,26 & 27 rn m m CARWASH EQUIPMENT NOTES: 3 - #14 AWG WIRES RE-1 ROOF VENTILATOR (NO SCALE)— a1. SEE SITE SPECIFIC CARWASH DRAWINGS FOR INSTALLATION DETAILS. "ARVIN WHISPER COOL" (BRAND 22TVG12) GRAINGER° #RUST,RWINDTPOTW RED,GALVJEWELBEARING, 2. PANEL CW, WIREWAY, CONDUIT, JUNCTION: BOXES.. AND WIRING 26 STOCK m r SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR(EC) - BUILT-IN BASE, ALUMINUM PAINTED FINISH... :- "- UNLESS OTHERWISE NOTED EC TO MAKE :ALL TERMINATIONS TO CARWASH - _ a+ EQUIPMENT AS REQUIRED. ELECTRICAL BOXES AND EQUIPMENT'. 8 PIN RELAY TO BE MOUNTED 1/4"(MIN.) FROM WALL ' ;¢ • 'P 3 CARWASH LIGHTS SHALL. BE CONTROLLED FROM CASHIER AREA VIA GENERAL ELECTRICAL NOTES: 27A 27 P5 ENEMA " ENCLOSURE 6"X 6,. X.6., o LIGHTING CONTACTOR, 4 ALL ELECTRICAL EQUIPMENT IN WASH BAY SHALL 8E WATERTIGHT. ALL BRANCH CIRC ITS SHALL CARRY A MIN. #12 GROUND CONDUCTOR UNLESS NOTED OTI ERNASE SQUARE D TYPE K CLASS 9001 2. POWER WIRING SHALL BE MINIMUM #12 COPPER, SINGLE CONDUCTOR, WATERTIGHT CONTROL UNIT U N s 3 N e N m N ' 600 VOLT, T E T WN UNLESS NOTED OTHERWISE 2 - #14 AWG WIRES PULL TO START,PUSH TO STOP 3, ALL WORK SHALL" WITH', NATIONAL€EC CODE,STATE, ODES LEGEND. CAT.# KN-379. NEMA `4/4X STAINLESS STEEL LOCAL ELECTRICAL A CODES AND FLORIDA ENERGY CODE. ODE. ENCLOSURE. CAT.# KYSS1. 4 ALL EQUIPMENT 5 ALL BE RATED FOR MAXIMUM AVAILABLE VOLTAGE MAINTAINED PUSH-PULL OPERATOR, AND FAULT CURRENT.,ALL EQUIPMENT SHALL BE UL LISTED EMERGENCY SHUT -DOWN PIE. RED KNOB.'CAT.# KR9R: - - 5 ALL CONDUI INSIT E'-WASH BAY SHALL BE PVC SCHEDULE 40 CONDUIT IN FOOD MART CASHIER AREA -O NORMALLY.. CLOSED CONTACT UNLESS' OT ERWIS - REQUIRED. BY LOCAL CODES. MINIMUM. SIZE SHALL AND CARWASH ENTRANCE BLOCK. CAT.# KA3. BE3 /4'. NOTE PUSH TO OPEN AND 6 ALL UNDERCROUNE CONDUIT SHALL BE RIGID GALVANIZED UNLESS PULL TO CLOSE CONTACT, OTHERWISE IOTED.`MINIMUM SIZE SHALL BE'3/4". EMERGENCY CARWASH SHUT -DOWN SCHEMATIC N , ® D.F. CONSULTANTS. INC. y CIVIL ENGINEER: WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE 136 PEMBROKE INC. TELEPHONE: PF (954)431— 84633024 m P.E.# 0024433 — E.B # 0007007 k I I �® DRAWN. R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 01-2524 SHEET CIl1l5 OF SHEETS NOTES: + SPECIFICATIONS: 1) TOP OF TANK ELEVATION TO ET AT 3'-0" MIN 3000 GALLON FIBE,RGLAMS CLAD PLYSTEEL TANK (STEEL WITH FIBERGLASS COMPOSITE) BUILT TO BELOW FINISH GRADE UL 58 & UL 1746 SPECIFICATIONS BY METAL 2) ALL MANHOLES TO BE SET 1 /2" ABOVE GRADE. PRODUCTS, INC. 113`TOTAL BOULEVARD ALACUA, FLORIDA f 3) 3000 GALLON UNDERGROUND WASH WATER RECLAIM TANK C NST UCTED N ACORDANCE WITH'UN ERW 1TERS SPEC. No 58 AND CCRROSIO PROTECTION SPEC No 1746. i GLEAN OUT AT GRADE PEMCO #107 42"dia 6" CONCRETE SLAB WATERTIGHT ST MANHOLE (TYP. 36' DIA F/G MANWAY - 6° CONCRETE SLAB RISER (TYP.) _ - IA 2 D VENT LIN E 4" DIA FROM SEE SITE PLAN/ SAND TRAP AT `^ 2 CARWASH BAY 2„ DIA PVC SUCTION LINE TYPICAL TO RECLAIM SYSTEM AT CARWASH BAY 4" DIA TO PEA ROCK OR SAND - GREASE INTERCEPTOR BACKFILL, AS PER ! 4UICK RELEASE MANHOLE STEEL BAFFLE BY TANK „dr„ "Y" SEE SITE PLAN TANK MANUFACTURER'S COVER - FURN &`INSTALL SUPPLIER (TYPICAL) 4" FITTING SPECIFICATIONS BY TANK SUPPLIER (TYP.) FURN & INSTALLED CLAY AND BAILEYMFG. BY TANK. SUPPLIERLc CO PART No 1607) yp �s r: 3/16- PLYSTEEL WITH FIBERGLASS CLADDING r�Yli �._.. v. .�v v. iv �• i VII IV/\IIVI\J. - ' LAD PLYSTEEL TANK 6° CONCRETE SLAB _ `" (STEEL WITHH FIBERGLASS3000 GALLON SCC POSITE) BUILTTTTOK (STEELEL W 3000 LASS CMPOSITE) BUILT TO UL 58 & UL 1746 SPECIFIC/'TICKS BY METAL UL 58 & UL 1746 Sp ��fMETAL PRODUCTS, INC. 113 TOTAL L BOULEVARD. PRODUCTS, INC. 113 TOTAL BOULEUA1l�ll; - ALACUA, FLORIDA ALACUA, FLORIDA ° °°°,°°o°°° 36" DIA F/G ° oo°g°g°o° soeg%0: MANWAY PEA ROCK OR SAND °^°_ °o°o°o°o° RISER (TYP.) 8" THICK, 3000 P.S.I. CONCRETE BACKFILL, AS PER °o°g TANK MANUFACTURER'S TANK SLAB REINFORCED WITH SPECIFICATIONS' ,-- —_ NUT 51OF FOR 6x6 — W2.9 x W2.9 WWM MATS THROUGHOUT BOLT DOWN, WATER TIGHT MANHOLE, TYP. h CLAMP BOLT CABLE CLAMPS AND (1) #5 REBAR AT EDGE (TYP) 2-0' 3/16' PLYSTEEL WITH FIBERGLASS CLADDING o i 15TR,A7Nb;'CF 5/6" HIGH SLOPE 3/4"1 1 2' RISE ''.. 5TRENGTH, NON CORR051VE / m ; 15TEEL CABLE oc M1 8,, _ 2 n5 CONT., TOP & BOTTOM m o N — W x ® BOTTOM OF TANK CONCRETE oEADr1AN ANCHOR #5 BARS AT 16" O/C 6x6 2.9W29 WWM MAT � AND TOP OF DEADMAN (SEE DETAIL THIS SHT) 4" 4" 4' 12" X 12" X 18' 0" `LONG - #5 REBAR; CONT. #5 REBAR, LENGTH TO EQUAL 6x6-W2 9xW2.9 m 2" CONCRETE`DEADMAN MANHOLE DIAMETER x 2.5 WELDED WIRE MESH (TYP 4 WAYS) w TANK ANCHORING DETAIL DEAD AN DETAIL EDGE OF SLAB SECTION (TYP) MANHOLE SECTION (TYP) 19T��wDD $)� NOT TO SCALE No -5cALe �... NOT TO SCALE NOT TO SCALE 8y DA' d Q�Np �yl)p SCE �Isl �SpEc TIoN ST � �L BEE pTa N m- m m „ m >i m 9 U 4 r B D.F.CONSULTANTS. INC. CIVIL ENGINEER: WILLIAM DUFFEY, P.E. 9000 SHERIDAN STREET SUITE 136 PEMBROKE PINES, FLORIDA 33024 C. TELEPHONE: (954)431 4846 tnm r P.E.# 0024433 - DEB.# 0007007 U Val w F�- z O Lu U J DRAWN R.BROWN CHECKED DATE 01-05-01 SCALE AS NOTED JOB NO. 0. 2524 SHEET C1A16 OF SHEETS