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HomeMy WebLinkAboutVistana Development 99100242■ FRASER ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET ` FORT PIERCE' FLORIDA ° 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 SWART(561) 283-7711 FT. PIERCE 1-800-233-9011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Vistana Development Date: 12/14/99 CONTRACTOR: Client Permit#:99400242 SITE: Vistana at The Reserve Footin in Pool Equipment Area ENS TEST DATE MOISTURE -DENSITY REILATIONSIEIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION B212 12/14/99 N.W. Corner 0 - 1' B165 106.3 105.8 99.5 213 S.E. Comer 105.6 99.3 ALL ELEVATIONS BELOW SLAB GRADE opie Client - 2 Respectfully submitted, SLC Bldg. Dept. - 1 FRASER ENGIN DING ANll TESTING, INC. D DEC 2 ® 1999 Alexander H. Fr, r, P.E. Fla. Reg. -No. 16178 St. Lucie County PubliC Walks GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW 2400 Rhode Island Ave Fort Pierce, Florida 34950 (X ) New Construction ( ) Tenant Improvement ( ) Addition ( ) Renovation/alteration ( ) Shell Only { Jurisdiction: St Lucie County Occupancy: Vistana @ The Reserve Telephone (561)-462-2312 Fax:: (561)-462-2323 TYPE OF PERMIT Address: 8700 Vistana Court Contractor: _Vistana Development LTD Contractors address: 8801 Vistana Centre 140 Architect/Engineer: Forum Architect Building owner: Vistana PSL, Inc Occupancy type: Storage Gross sq. ft. 644 sq ft Occupant load: Construction type ( NFPA-220) Type: F.P.B. B-99-178 Building Dept. 99100242 Number of stories: 1 Phone # 407-239-3160 City: Orlando, FL Zip: 32821 Phone #: 407-830-1400 Review date: 10-29-99 Automatic sprinklers: Net sq. ft. Based on: SBCCI: Type: NOTE 1. All revisions must be in compliance before the final inspection, or so noted. 2. The Fire Marshal required 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Failed inspections requirement payment of fee prior to scheduling of any further inspections. 5. Permit fees are required to be paid in full prior to any inspections. 6. A copy of the required revisions have been transmitted to the Architect ( ) Contractor ( ). REVISIONS REQUIRED 1. Provide a 3A-40BC rated fire extinguisher for both the Pump Room and Storage Area #1. Date: October 29, 1999 1 1, --7, , I-,"', ­­ I - , l�,'_Z� __ , M I I , I , I I i , �l �l l,�,! q� �wm, �� " , , , _1K 31 �7, �,:,l 71, 000',P r _Qt-wn M 91 &xz ty A 1A 4ir x� '6� I M-0 "g," !Fm III l7 1�_, I�V,Vl "A' W, Al, -P I.V -1 I UZV�V`�,` wl,y 0 W,� IS N1, 11 MAII V:p 121 4., A '41 I gl" 4 & 14, 'l K ity FRI Al m q �j N %W,74 ARCHITECT. 14 F I -ID UM ARCHITECTURE & INTERIOR DESIGN, INC. F� 71450RIENTAAVE SUITEII oil ALTAMONTE SPRING S, FL 3270 (407) 830-1400 FAX (4 0 7) 83 0 A. 7-777777 Ll CIVIL, ENGINEER'O." ri INC CULPEPPER & 2980 SOUTH 25TH STREETill"", F(`1_R.TPIER%C._cE7,, FLORIDA 34979-3360 2, U ORLANDO, FL 32821-6321 (561) 464-3537 CPU,. &I (407) 239-3165 FAX (561) 464-9497 N FAX (407 -3ujs )239 I iw ISTANA 8801 V RE CENT gi DR VE 'j, OEM - ­w -I' SUITE 140 w MECHANICAL,, ELECTRICA "03. mo fee & PLUMBING ENGINEER: "I -j,k� 'I 1 11 1 �,t ... 'i it", 4 R.E,F.P. ENGINEERS, 1NC -1 AD 1685 LEE Rf SUITE 235 Nell -F WINTERPAD"' L3 aft,, Nzi, Nj 407) 628-4075 X (40 7) 64 7-433 ki� IN, ku I "UN Ln 7 LLJ 1z, l5 0 zl� uj z uj ck: 06 Lu C) Ld t= C-) F— 10:� (.) < LLI Zki 0 z < _j CL IbA ' " 11 L) La Vi, PIC", 41b.10 JOB NO. j�, DRAWN BY CHECKED DIM APPRO DATE I/D/l n 0 f , x .+ bY.K • vyS"e. i' s+v` �LL M R ABBI EVIA ALUM. ALUMINUM HC. LLOW GORE . APT. APARTMENT HDR HEADER ; BALL. BALCONY H6T. HEIGHT"ll, BLDG. BUILDING . HORIZ. 40RIZONT BEY. BEYOND HR. HOUR' BLK6. BLOGKING IN. INCH BM. BEAM IN5T. IN5TALLATION BRG. BEARING IN5. INSULATION BRZWY. BREEZEWAY INT. ' NTERIOR (ER. CERAMIC, LAM CL. GENTERLINE LT WT. GLG. CEILING MAX MAXIMUM CLR. CLEAR MECH. „ MECHANICAL GONG. CONCRETE'. CONT. CONTINJOU5 AGTURER GRPT. CARPET MI "NIMUM DET. DETAIL MISG. MISCELLANEOUS DIA; DIAMETER MTD. MOUNTED DI h DIMEN51ON MTL. METAL ; ;�� DR. DOOR ,.F or, ON CENTER 0 DWG. DRAWING OSB. SPAN RATED CODE GERTIFI A EACH ORIENTED 5TRAND BOAR6X E. EQUAL PT. PRE55URE TREATED ELEC. ELECTRICAL PK6. PACKAGE I a ELEV. ELEVATION PI B. PLUMBING ENG. ENGINEERED PVC, POLY VINYL CHLORIDE ENO. EXPANSION RAD RADIUS EXT. XTERIOR RE' ROUGH SAWN FF. INI5HED FLOOR REF. REFERENCE FIN. IN. FINISH FLOOR REF6. REFRIGERATOR FND. F FOUNDATION REINF. REINFORCING FT. FOUN OO REG. REQUIRED FTC. FOOTING ROOM GALV. GALVANIZED D. SIDING 5D. GL5. GLA55 SGH. 56HEDULE , 5HT. SHEET e G LZ. GLAZE 5HTG 5HEATHIN6 ° " ' GWB. YPSUM WALLBOARD 51M SIMILAR ` EE WALL 56HEOULE a` S a A. OR SPECIFIC TYPE L c f } v yr uvury n pAFA50NRYTMINTERIOR FACE UNIT OF MASONRY t INTERIOR FRAME PARTITBP MASONRY f G_ �"?� ''1'?9O14, ¢ii, �9 . ' b r l h' SI 'af • r' r ;„, r wmm R 1pi H l 4j _ NO •�s4# txgrz,,u TIG glt"i O • r :.- •. VER VERT. ELEVATION TAROET vc r ••r �� _ r r• '.. ills 001VVVG TA P MA ' DIMEN51ON ON " STRUCTURAL Y � k o. ' FOOTIN ®„ LIGHT GA. METAL COL. NOTE: REFER TO PLANS TO LOCATE COL. PARALLE �4 �T t '" _ i,4i Rti.. Y n ITERIOR t x ' SAME PARTITI ;#6j 6E OF 5TUD OF 5LA13 1 R.= X tl $ 43E .ram � kyy MY T 11161T REPRESENT5 FLR LEVEL. REMAINING NT ROOM OER qqJS "« f Y ham` d Ysrt LETTERED BY :.- Q4, g� a DIRECTION OF VIEW FIRE RATING PARTITION TYPE { I a PROJECT 15 DE516NED AND SHALL BE 13UILT TO GOMPL` � x WITH THE 1991 EDITION OF THE 5TANDARD BUILDING CODE, 101; Ig9l EDITION OF THE LIFE 5AFETY CODE, AND ALL APPLICABLE LOCAL ` 1 ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE Ig , EDITION OF THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL §° A.�.'"$I ALL MECHANICAL NORK TO BE IN COMPLIANCE WITH THE Ig9l d a . EDITION OF THE 5TANDARD ME( HMI(SAI, CODE AND ALL ` APPLICABLE LOCAL 4. ALL PLUMBING WORK TO BE IN COMPLIANCE WITH THE Iggl EDITION OF THE 5TANDARD PLUMBING (ODE AND ALL APPLICABLE LOCAL CODES. f" �k 5. ALL GA5 HORK TO BE IN COMPLIANCE WITH THE Iggl EDITION OF THE 5TANDARD 6A5 CODE AND ALL APPLICABLE LOCAL (ODES. b. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE GOOE5 AND MU5T NOTIFY THE ARCHITECT OF ANY D15(REPANGIE5INDI( ATED BY THESE DOCUMENT5 FOUND DURING BIDDING OR PRIOR TO PROGEDIN6 WITH THE WORK. i h. t. b`1t '•ti a` .. d 4 z.. � i,�� d {+�.�*�� �T o- '�=,.T � `o's�yA'#, . A a tyy��t Ra d ;T �f� a TITLE SHEET CODE COMPLIA)CE, 5YMWL5 t L / PLUMBING PLAN PLAN 1 awM ,r N x, )f Ja �y d A: y 8 ,f t R YYY „ + i 4 4u c NY p M1ii yr,�kl J =5 i1 I F Mf r y; 1 4 ij 6h 4 s 1 TM - rt u, l h� Y e E i #0. I A i ", i Y�G S y 1 s. rs I G Yi rc ©Mammousm - Sa a A DATE O a i W .) RMIRmwo u` xii 11,1111, Ilp, T I 91 L-j I R TO CIVIL ENOINEER5 SITE PLAN AND DETAILS FOR ACTUAL WLDtN(5 LOCATIONS, FIN15HED 6RADE5, FLOOR ELEVATION5, VrILITIE5, DRAINAGE, LAN056APIN6, ETC, 02. PERMIT SCOPE: THE POOL EQUIPMENT 51-06. WILL BE THE ONLY BUILDING BEING SUBMITTED FOR BUILDING PERMITS AT TH15 TIME, 05. REFER TO LAN05GAPE PLANS FOR LANDSCAPE AND 517E LIGHTING. ....... LEGAL DE56RIPTION ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND, TOGETHER WITH ANY IMPROVEMENT5 THEREON, SITUATE, LYING AND BEING IN HORRY COUNTY, MYRTLE BEACH, SOUTH CAROLINA CONTAINING 14.00 ACRE5, MORE OR LE55, A5 5HOM ON THAT CERTAIN PLAT ENTITLED "MAP OF 14,00 ACRE5 OF LAND LOCATED BETWEEN U.5. HIGHWAY 11 BYPA55 AND CENTRAL PARKWAY AND BETWEEN 21TH AND 38TH AVENUE5 NORTH, DOGWOOD NECK TOVAN5HIP, MYRTLE BEACH, 5.0." DATED DECEMBER 26, Iqlb PREPARED FOR MYRTLE BEACH FARM5 COMPANY, INC. BY A55061ATED LAND SURVEYORS, RECORDED IN THE OFFICE OF THE RE,515TER 01 ME5NE WNVEYANCE5 FOR HORRY COUNTY IN PLAT BOOK 145 AT PAGE 142, (THE "MAP") WHICH MAP 15 INCORPORATED HEREIN AND MADE A PART HEREOF BY REFERENCE, AND BEING MORE PARTICULARLY DESCRIBED A5 FOLLOWS A5 5HOHN ON SAID MAP: BEG_ AT A POINT WHICH 15 LOCATED THE FOLLOWING THREZ AND 015TANCE5 A5MEA50RED FROM THE NORTHEA5TMPl RIGHT-OF-WAY LINE OF 2qTH AVENUE ORTH AT IT5 INTERSECTION WITH THE NORTHWESTERLY MARGIN OF THE RIGHT-OF-WAY OF CENTRAL PARKWAY; (1) N 3b-4b-20 E 423,21 FEET TO A POINT THENCE; (2) WITH THE ARCH OF A CIRCULAR CURVE TO THE RIGHT HAVING A RADIU5 OF l,qbl.&3 FEET AN ARCH 015TANCE OF 343.80 FEET AND SUBTENDED BY A CHORD BEARING OF N 43-4b-20 E 343.3b FEET, AND (3) N 4b-4b-20 E 2I.bl FEET WHICH 15 THE POINT AND PLACE OF BEGINNING, AND RUN THENCE FROM THENCE WITH SAID CARRIAGE ROW PROPERTY LINE, N 51 -2b-36 E 155.88 FEET TO A POINT THENCE WITH NEW LINES, N 11-26-34 E bO.00 FEET To A POINT THENCE, N 5b-21-40 E 155.00 FEET TO A POINT THENCE, N 01-31-56 E 561.00 FEET TO A POINT THENCE, N 161-01-412 bl.00 FEET To A POINT THENCE, N 14-21-00 E 180.00 FEET To A POINT THENCE, N 35-00-00 E 15q.00 FEET To A POINT THENCE, 5 58-40-00 E - 00 FEET TO A POI,%XHENCE, N 36-30-00 E 102.00 FEET To A POINT r RIGHT-OF-WAY LINE OF CENTRAL E, N .12 FEET TO A PARKWAY THENCE WOW RIGHT-OF-WAY LINE OF CENTRAL PARKWAY THE ARCH OF A ( OZULAR CURVE TO THE LEFT HAVING A RADIUS 7b.20 FEET, AN ARCH DISTANCE OF 21014 AND SUBTENDED BY A CHORD BEARING 5 28-46-11 H 2661.51 FEET TO A POINT THENCE, 5 IS 4b-11 H 51.42 FEET TO A POINT THENCE, WITH THE ARCH OF A CIRCULAR CURVE TO THE RIGHT HAVING A RADIU5 OF 158.51 AN ARCH 015TANCE OF 3ql.lq AND SUBTENDED BY A CHORD BEARING 5 33-46-lb N 3412.0 FEET TO A POINT THENCE, 5 445-4b-20 N 232.31 FEET TO THE POINT AND PLACE OF BEGINNING AND CONTAINING 14.00 ACRE5 MORE OR LE55 A5 5HOHN ON SURVEY PREPARED BY A550CIATED LAND 5URVEYOR5 DATED DECEMBER 26, Illb. PERIVATIONz TH15 BEING A PORTION OF THE LANE) CONVEYED TO MYRTLE BEACH FARM5 COMPANY BY J. 0. NORTON, MASTER FOR HORRY COUNTY, BY H15 DEED DATED MAY 4, Igg3 AND RECORDED MAY 4, 14133 IN DEED BOOK U-5 AT PAGE 532, RM( , FOR HORRY COUNTY, MYRTLE BEACH FARM5 COMPANY, INC. 15 5ZGE55OR BY REA50N OF MERGER To MYRTLE BEACH F 5 COMPANY PUR5UANT TO THE ARTICLES OF MERGER OR N&E RECORDED IN THE OFFICE OF THE RMC FOR HORRY PTEWR 10, 1110, IN DEED BOOK 14141 AT PAGE 120. PROJECT LOCATION odo- d z z Lo Lu 0 EE uj z od Lu LLJ E < W El z CL Im 1, JOB NO. 418.10 DRAWN BY KAN CHECKED BY JO APPROVED BY M DATE 1/8/99 SHEET NO. Am6-- tI m I * 0, 1 Dr-HIL03 I "vRUSS BRG 0 3 RE R ELEV MAIN 400 AMP I PHASE 2 +0 Pt 12113 +0 v Q I SFVATION 12113 It +0 1/4"=1'-0" I. SEE PLANS 2. VERIFY �n C1lJtt YERIFY E ALL A o ; PMENT B NG. 4. PROVIDE SUPPORTS FOR STARTERS 15G0 , T5. 5, IN5TALL ALL ' 005ED IN,,, K 1.r Aim EQUIPMENT ROOM. Ap"OF 1 i' .r�,&P, .,�n:r,. ,C�, ✓,n. "i13rr. x" 'pa " 15 05 , ': - ¢�'�, iR4 I 1, big& +t rt`4'S �" } •P yyu4"k� fjR r+�`.r; � " }x 2'aaL+ ,it e is 7k'fi �a P t r nf✓ F a� Ake' ".�' '� +hr f ✓ ROOF FRAMING41 PLAN /% ."STUCCO THICKNESS 41 3/4" 5T0000 tax .I ,r aft 1 1/2" 5TX(0 k � `� 2" STUCCO %ff f U1� Y O L r�i o m � Z � Z O (n to i W W r Xi O O u C w F- s Z n W H o Z w O otj = o uJ v s W c ~ e U z < Z Z. a ■ ■N FLOUREeCENT LICK FIXTURE 5a 2 ? y. 1 1 5 1 1 • BENJAMIN „r / x ® O mill men Elam! I y� 4r tf, h ww' r as i 3R Y 5ENJA � Y x1 Z 211 5 ti` tx , rz i � ut ,yy`am� . 3• W f`)""'bMp`��,t u. $ 1 � -. TRENCH��,. ^....•., ..� ., �.... = 03 BAR X 10 -0 LG '3 STIRRUPS • 12 EW W/ 90 NOOK e ONE vAPOR BARRIER TRENCH/ NASHE L_ 4" _. f N.T.5. 14 11 a iN n OPENIN65 I, 2 EACH TO HAVE: 13 EACH BUTTS LOGK5ET "''STORM CHAIN MACH THRESHOLD TO HA� 1 6 EACS �YI EACH LOCK5E 12 EACH DUMMY i EACH 5T I SET FL ' 2 SET A5TRA& ITHREHOLD r ❑ t SEGTI „ 06. 4" GONG. SLAB W/ bxb, 4 WWF OVER OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE -.,.. VAPOR BARtitM ON TE LL ARE NOT SATISFACTORY, THE ARCHITEGT SHALL BE Z s COMP FIL 4 ,A CONTACTED IMMEDIATELY FOR NEW DE51GN5. °� OLD QUOIN DETAIL ' - ! Cl' Wn4w < �.. a, 1/2 FULL SCALE I - I -O L71 F0 . {i D51 IN 12"x24" D. SHOP ORMIN05: PRIOR TO 5MM155ION OF L) SECTION (TYPJ DRAWING5 TO AdE FOR REVIEW AND COMMENT, CONTINU 3AR5 (TYP). U a CONTRACTOR TO GHEGK ALL DETAIL REQUIREMENTS W ❑ ^ AND MARK DRAWINGS A5 APPROVED. F— z 08. 51MP50N ETAIB W. T55 TYP. 0 EACH TRU55. = �fEDULE T�. �" z d 09 2-5 CONT. IN CONT. BOND E. ALUMINUM THRESHOLD: PROVIDE ALUMI a FIN15H MANUFACTURER CL 10.5 0 40" OG TYP PROVIDE VERT THRESHOLD WITH VINYL SEAL BENEATH ALL n Q 0 SIDES OF ALL DOOR 3" ING5, TYP. EXTERIOR DOORS. PROVIDE THRE5HOLD WHICH MEET ALL HANDICAP ACCESSIBILITY REQUI o .° PROVIDE DUR-O-WALL 0 I6 O.G., TYP. 32D MGKINNEY M176 10 26D KWIK5ET .�pt 14f i� 1� 4� ' �4 .. a. n: e ^ '4. T -- - r F. CONCRETE 5TRENGTH: MINIMUM CONCRETE .. AL PEMKQ " r C: VIDE 2X8 WITH CANTINUOUS 320 GLYNN-JOHN50N STRENGTH FOR ALL 5LAB5 d FOUNDATIONS SHALL a ►A'AC7, t IZED METAL BE A MINIMUM 3000 P51 AFTER 28 DAY5. PROVIDE' a ir.. ` TEST _,..,.. `^ 'r.,m REPORTS ON EACH BUILDING FOR THE OWNER'5 0 FIN15H MANUFACTURER. TALL PREFABRICATED, RECORD AND AG6E5515LE TO THE ARCHITECT. ALUM.NINYL VENTILATED WITH MATTE FINISH. PROM ALL CLIP5, a A 5, AND RELA H SARY FOR G. POOL EQUIPMENT: POOL EQUIPMENT TO BE o INSTALLATION �r�:,, el PROVIDED BY CONTRACTOR. y n P12FMOLDED .a EXPANSION JO NT. o GLI I\N JOHN50N AL NATIONAL GUARD 3" 15: : xb" SEAMLESS 6UT`fER WITH ..,~ 005A AL PEMIGO s. DOIVSPOUT SYSTEM, COL TO MATCH o "KICK DOWN DR. HOLDER GJ 555 53 GLYNN-JOHN50N PROVIDE PRECAST CO 5HBLOCK5 AT � �, ;e � , ... P ALL DOWNSPOUTS. WIN ERGROUND THERSTRIP BY ALUMINUM DOOR AND FRAME MANUFACTURER) PERIMETER DRAINAGE {NATE WITH NGINEER �;.` (5EE DOOR DETAILS 5HT. PH-2)�;w DOOR 5� LE � � FILING: U5E 5/8^ GYP5UM ON CEILING TRUS5E5 BY DEN5-6LA55 OR W h I n�Q 71-4 �r HAT TEMPERE 11. ATTIC PROVIDE (2) WATERPROOF ° n ,n 'f:. a'.'�,., I� 1 ur. ,;, I� �;: U r ,,,. , k,: «• w.,a �_. + ..::: t A k'k , r , r .Y .. t x i, f... .. ,.. ._.. _ ...... J__7.,kY. ' b Fi { "IV r F ILL q y�•<• } l �" � yyY �� 01, > -44 +^ s e a4 4 *y ra f f��,}��. 1 � ? t v, � fi" •t„ � � � � .. Pik F , ... . •.. a ` t" GAS-VALVE AND CAP ; FOR POOL HEAT WASTE- FOR CON k.SITE UTILITY PL 1 w S I i; 1a , I I V. t � w Wr i 4 a x � a p , e tj�.YANb. .. .+r....i, ov, :�r <3,.�a°I, n;lk ... �'9..._.. _ e. _Y.... nx4. �.. , - ..� ..«. `..k. r F, I F' x$ � rt i= r II < XBAMIAIFAXW® Im.�®r I,.".t-^ T9�l.11,�l��i'�•��0� M �Y ■ �WNTP`.lIYfl ■�44rfiYi•Yfl��v�i• • flm= ■��mrt•r r����■��r�•rfuoM n,1 10*-0" LONG, 3/4"0 GROUND ROD + r � \ 2 N O 1 0 v' W 1 W Q o M m 0 Y v O � ❑ W z A Z w ' 06 d W LAJ s t o < - C Z i V z o o U64 z Q z o J JOB NO. 41&10 DRAWN BY MJC CHECKED BY MJC APPROVED BY DR DATE 7/8/99 Phone — 407jGE5-4075' Fax — 407/647-4332 E—mail— mail®REFP.cox Mechanical — Electrical' 1885 Lee Road, Suite 235 Hinter Park, Florida 32789