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Home My WebLink AboutVistana Condo (Revisions & Broadwalk) 92-05655 - 92-05675VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT BP VALUE PLANS REVIEW FEE C OF C FEE ROAD IMPACT FEE ROAD IMPACT DISTRICT ROAD IMPACT CREDIT ALTERNATE DEV FEE N /A FOR OFFICE USE ONLY REQUIRED �51,7s', PR# o`(/ Fj 3() DATE RECEIVED REQUIRED FEES NOT REQUIRED ■ r [l [l [l [l a ■ ■ [l [l RADON FEE RCPT # I JS [ ] ROAD IMPACT ZONE YES[] NO[] $�_ ALT. DEV. FEE. ZONE SCHOOL IMPACT FEE $ NIA SCHOOL BOARD APPROVED EX PTION POLICE IMPACT FEE $ SUB PERMITS REQUIRED SCHOOL IMPACT CREDIT YES [ ] NO [ ] YES [ ] NO [ ] FIRE IMPACT FEE $ N IA NOT REQUIRED GAS [ ] [ AIR CONDITIONING [ ] [ ELECTRIC [ ] [ PLUMBING [ ] [ SCREEN ENCL/FENCE ■ ROOF DRIVEWAY ZONING CHECKS BBL _ /SLOT COVERAGE _ " EASEMENT LOT SPLITS FOR OFFICE USE ONLY REQUIRED VEGETATION 1-1 ENVIRONMENTAL [vj PLANNING/SITE PLAN [ ] CODE ENFORCEMENT [ ] USA [ ] TAZ [ ] WATER SUPPLIER [ ] SEWER SUPPLIER [ ] DER CERTIFICATION [ ] FL DNR (CCCL) [ ] FL DOT [ ] SLC STORMWATER PER [ ] MANGROVE ALT [ ] SEA TURTLE PROT [ ] PR# a 78 9 /yio V,4Sa s s- DATERECEIVED 8-28-ft Q6-290) e-Z8R2 REQUIRED FEES NOT REQUIRED [ ] [l [l [l [] [l [l BP VALUE $_2 ?'7?coo 00 PLANS REVIEW FEE $_ /,5 p, py RADON FEE $ 5' t C3(o Z C OF C FEE $_ N/,19 RCPT #,5 � 7! JS ROAD IMPACT FEE $_��j Q /(o . O o 0 ROAD IMPACT DISTRICT f ROAD IMPACT ZONE ROAD IMPACT CREDIT YES [ ] NO[ ] ALTERNATE DEV FEE $_ ry4,,!t ALT. DEV. FEE ZONE SCHOOL IMPACT FEE $_ � a . QOSCHOOL IMPACT CREDIT YES [ ] NO [ SCHOOL BOARD APPROVED EXEMPTION YES [ ] NO[ ] POLICE IMPACT FEE $_ FIRE IMPACT FEE $ SUB PERMITS REQUIRED NOT REQUIRED GAS [d [ ] AIR CONDITIONING ELECTRIC [V] I I PLUMBING (✓f ( ] SCREEN ENCL/FENCE [ ] ( ] ROOF DRIVEWAY ZONING CHECKS BBL LOT COVERAGE EASEMENT LOT SPLITS c o Lw p6am BUSINESS OFFICES (407) 467--2300 September 23, 1992 Forum .Architecture, Inc. 745 Orients Avenue Suite #1121 Altamonte Springs, FL 32701 RE: Vistanas Beach Club II Dear Sirs: Mailing Address PA. Boa 3030 Ft. Pierce. Fla. 34948-3030 The plans submitted with revisions, dated September 21, 1992, have been reviewed for compliance by the St. Lucie County Fire Marshal's Office. All revisions are in compliance with our plan review made on September 8, 1992. While reviewing the revised sets, I noticed a few items that should be changed. 1. The hose bib shown in the trash rooms on Floors 2 through 8 are not required. The first floor trash collection room is the only location that the hose bib is required. 2. Sheet ME12. The revision show a 2 1/2" valve with a cap and a 1 1/2" reducer with a cap. The 1 1/2" cap is all that is necessary. Do not install or provide the 2 1/2" cap. 3. Note that the standpipe shall be provided while the building is under construction and shall be extended up with each floor. A hose value shall also be provided at each floor. 4. Sheet 6.3 One (1) hour rated ceiling. See 15/6.6 refer to a roof/ceiling assembly. The assembly is correct but it should be labeled floor/ceiling assembly. If you have any further questions, please contact my office at 407-467-2312. Sincerely, ST. LUCIE COUNTY -FT. PIERCE FIRE PREVENTION BUREAU jH 4✓ John Y!. Hay en Plans Examiner SUNCOM 2%2300 FAX 407.467.2325 BOARD` OF COUNTY i , COMMISSIONERS DEVELOPMENT DIRECTOR TERRY L. VIRTA. AICP I M P O R T A N T ST. LUCIE COUNTY FLOOD HAZARD NOTICE BU`ELDING PERMIT # 92-05 CONTRACTOR Vistana Dev. Ltd. OWNER Vistana Dev. Ltd. N O T I C E THIS NOTICE IS TO INFORM YOU THAT YOUR PROPERTY IS IN A FLOOD HAZARD ZONE. . THIS MEANS THAT THE ELEVATION OF THE FIRST FLOOR MUST BE SET AT 10 FEET, NGVD (MEAN SEA LEVEL) OR 18" ABOVE THE CROWN OF THE ROAD, WHICHEVER IS GREATER. NO CONSTRUCTION IS TO PROCEED BEYOND THE 1ST FLOOR/SLAB INSPECTION, OR JUST PRIOR TO THE SECOND FLOOR POUR OF A MULTI -STORY STRUCTURE, UNTIL THE REQUIRED ELEVATION CERTIFICATION HAS BEEN COMPLETED BY A REGISTERED SURVEYOR, AND RECEIVED AND APPROVED BY THE BUILDING DIVISION OF THE ST. LUCIE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT. VIOLATION OF THE REQUIREMENT WILL :RESULT IN THE SCHEDULING OF A PUBLIC HEARING BEFORE THE ST. LUCIE COUNTY CODE ENFORCEMENT BOARD. THE BOARD IS EMPOWERED TO LEVY A FINE NOT TO EXCEED $250.00 PER DAY FOR EACH DAY THE VIOLATION CONTINUES. A FINE OF NOT TO EXCEED $500.00 PER DAY MAY BE LEVIED FOR A REPEAT VIOLATION. THE FINE MAY BECOME A LIEN UPON THE REAL OR PERSONAL PROPERTY OF THE VIOLATOR. THE ELEVATION CERTIFICATION MAY BE SUBMITTED ANY TIME WITHIN 21 CALENDAR DAYS FROM THE ABOVE; HOWEVER, NO FURTHER CONSTRUCTION SHOULD TAKE PLACE, NOR WILL ANY INSPECTIONS BE MADE UNTIL THE REQUIRED CERTIFICATION HAS BEEN RECEIVED AND APPROVED. SIGNATURE I DATE HAVERT L FENN. Diurio No. J . JUDY CULPEPPER. Disiria No. 2 * JACK KRIEGER, District No. J • R. DALE TREFELNER, Distria No. 4 • JIM MINIY, Disrrla No. 5 County Administrator — JAMES V. CH15HOLM 2300 Virginia Avenue • Fort Pierce. FL 34982-5652 Director: (407) 468-1590 • Building: (407) 468-1553 • Planning: (407) 468-1576 Zoning: (407) 468-1553 • Code Enforcement: (407) 468-1571 PORT ST. LUCIE TELEPHONE NO. (407) 878-4898 FORT PIERCE: (497) 461-7.W FRASER ENGINEERING AND TESTING, INC. ° OSTUART: ism 28 �',fii 3594 INDUSTRIAL 33rd STREET FORT PIERCE, FLORIDA U946 Report of DENSITY OF SOIL IN PLACE ASTM D2922 4}r Client Carlton Paving, Inc. Contractor Client Site Vistana Beach Club Addition - Foundation Footings Date December 16, 1992 Permit #9205655 Test No Location Elevation In Place Dry Density Moisture Density Relationship Percent Compaction Test No. Maz Dry Density 7386 S.E. Corner 0 - 1' 114.6 7387 113.1 101.3 Center 0 - 1' 107.7 95.2 N.W. Corner 0 - 1' 101.6 7388 100.7 100.9 N.E. Corner 0 - 1' 100.2 99.5 S.W. Corner 0 - 1' 111.6 7387 113.1. 98.7 All elevatio s below footing gra e. Copies Client - 2 St. Lucie County Building Dept. - 1 Res Ct. lly Submitted ALEXA DER H. FRASER, P. E. FORT PIERCE: (407) 461.7508 4 7 1 7 - VERO: ( 07) 56 •6 6 FRASER ENGINEERING AND TESTING, INC. STUART: (407) 283.7711 35041NDUSTRIAL33rd STREET FORT PIERCE, FLORIDA 34946 Report of MOISTURE DENSITY RELATIONSHIP ASTM 1557-70 Client Carlton Paving; Inc. Date December 16, 1992 Contractor Client Site Vistana Beach Club Addition - Foundation Footings Permit #9205655 115 a a .9 a 0 111 109 L 9 11 13 15 Moisture - Percent of Dry Weight Test Test Sample Optimum Max Dry Soil Description No. Method Location Moisture % Density-P.C.F. 7387 B Composite 12.2 113.1 Brown and gray fine and with trace of shell frag- ments. Copies - FORT PIERCE: (407) 461-7508 FRASER ENGINEERING AND TESTING, INC. VERO:(407) 567.6167 STUART:(407) 283-7711 3504 INDUSTRIAL 33rd STREET FORT PIERCE, FLORIDA 34946 Report of MOISTURE DENSITY RELATIONSHIP ASTM 1557-70 Client Carlton Paving, Inc. Date December 16, 1992 Contractor Client Site Vstana Beach Club Addition - Foundation Footings Permit #9205655 103 t.a e_ ,„� t"" w = 3101 s.» c 99 0 A 97 10 12 14 16 Moisture - Percent of Dry Weight Test Test Sample Optimum Max Dry Soil Description -No. Method Location Moisture % Density-P.C:F. 7388 B Composite 13.0 100.7 Gray, slightly silty, fine sand. Res Ily submitte Res lJ.- ALEXANDER H. FRASER, P. E. ST LUCIE COUNTY< ROAD IMPACT FEE CALCULATION FORM Name of Eeepayer il/�A/yy)2m Address /<:)7^f 8 Date Permit # � _a/� 78 Road Benefit and Collection Zone # Y/GLYK�L l p The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986, amended March 1, 1990. ---------------------U-------------------------------------------- IMPACT FEE CALCULATIONS LAND USE FEE PER UNIT TOTAL TYPE UNIT IMPACT FEEc # UNITS 8 # SQ FT (1000) # PARKING SPACES /, 9 -7a? # STUDENTS (x) -l00 S�.'S�t�f(P_s_00 I ho0 b 7,�j k FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 5 BUILDINGCOMPONENTANC APPROACH E T PER ORTY FORM 500•A•91 BYIGN D COM A ADMINISTERED THE Non-Residential Building! ALL CLIMATE ZONES Residential Buildings over 3 stories PROJECT NAME: I5'r4JArs BEACH CLLe ZONE: BUILDING CLASSIFICATIONS: TLMH SHAPE? ADDRESS: BUILDING PERMIT NO.: CITY. ZIP CODE: T r4A —V - PERMITTING OFFICE: BUILDER: I V15rAIJ A• QQNIQ.2El`Y1C-NT JURISDICTION NOJ OWNER: ,nary a Heal Pump SEER.y�' ry Central 8 Heat Pump <65,DOO Stu Ill __. HSPF � '000 BImT —For— 7PLv 2 65,000 Bluth —.— COP a65.0008tWI _EER /!'J '__ Water cooled ----COP ` COP 191 &Q Water Cooled —EER _IPLV Evaporalively cooled Evaporabvely Cooled _EER Electric resistance _I_GGP. L4 b00 ':: TAC _EER _. Gas toil (circle one) < 225,0001300,000 Bluth __ AFUE "' nAbls COP IPLV Z 225,000/300,000 Bluth EI Lighting Budget from .IGHTING q J y,Q Conditioned Floor Area total Lighting Wattage ,J + .Total PRESCRIPTIVE MEASURES (Must be met or exceeded by all building! ;OMPONENTS SECTION REQUIREMENTS 502.4 1 Maximum Of 37 rim per linear fool of operable sash crack. Hlndows ----—r---- . r u....:,...1.:. ,d 1 95 rim mr snare fool of door a ea. Lighting 1 505.1 Uo wall Allowable Up tool Iceilirg Aiowable • �,K U. Ibor Mkileable Air ducts, linings, mechanical Insulated and installed in aco of criteria of sections 503.8. 503.9,and Resistance R Dedicated Heal Pump Cl Gas Natural ❑❑ LPG oil ❑ HRU ❑ Other: h: CHECK d, seated; I I'll Automatic electric storage water heaters 5120 gallons end gas d oi4lirBd storage water Heaters 575,000 Blum shell meal padonnance minimums in Table 5-71. larger sized water Heaters shalt meet minimums in Table 17.1 of Standard RS-9 aner 1/1H2. Spas &heated pools must have covers. Non-mmmerdal pools must have pump fimer. ✓ Gas spa 8 pool heaters must have minimum thermal efliclenq of 7e%. ' Pipirg heat bss is limited to 17.5 Btu/h linear loot of pipe for racirculaling systems (see Table 5421. Water lbw restricted to maximum of 3 9Mn am or SI goal blln Id haexsead 6in9 vaNglush. Public Wvatory fizture maximum How of .5 gp r Inhnne Dower budoels are Ii51ed in Table 5.13, Minimum Ballast El6tacy Factors era listed in Table 5-14.. Uo wall Up roll Uo roof in I UO Actual Compliance with Section 5 was de Crated by a P eseriplive Measures methodology: ❑508.0 (a) Detached core; ercial buiidi ❑ 508.0 (b) Skyboxes or sports stadium buildirgfI less than 100 square {,e'er. that are used only seasonally. , the I hereby certify that the pan specitlAtions oovar, ty Allon we incompliance Revlaw of plane end specifications covered by ax, "rddatiM indicates oompianca xier M+ With the Fonda Flar'9a EwW Coal. Daiwa cwelnAieon 4 "mPWad. au b ilding ed he inspected for PREPARED BY: ' " DATE: eompNance In accordance WithSeplpn 5MrW. PIS, I haraby"rely the I LL Eror9Y BUILDING OFFICIAL: �^ •V•V OWNEPIAGE DATE DATE: rrr. e L4 G1 PERMIT NO. CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-A-91 Florida Energy. Efficiency Code for Building Construction HEATING DESIGN Uo — WALLS Well Surface Winter Type Area, ft' U-vdue Type 1 2 ZO x . a7 _ Type 2 Fr5-) , 6 x • ,:Lz- _ Type 3 4, 5R5 . r, x _L;5 _ Type 4 x _ Type 5 x = Total Awall 1. }8; Zi 3 Total Door Surface Winter Type Area, it' U-value Type i x Type 2 x _ Tyne 3 x _ 3.(13 ,Z Surface Winter Area, ft' U-value 4153_ x x = x = 5.4-75.3 7..z3,6o3,z 1t2 line 1+3+5 7 i (�., Z + 18 _ line 6 line 7 -11 Totals 2. Totaf 4. 2231OZ 5Z75,8 Total 6. Total Heating 6. 71 66. )z_ line 2+4+6 9. Uow Actual From Table 5-2: .47 Uow Allowed COOLING DESIGN OTTV — WALLS Wall Surface Summer TDeq Totals Type Area, ft' U•volue (See Table Type 1 rt ' x..o%8 6.25) x 5021 3b3 Type Type 3 x 22 .. -5x ..,) �i x- x 1--i3 3 Type 4. x x _ Type 5 x x = Total Awall 10. I.gj.,21 �j Total Door Surface Summer TDeQ Type Area, ft' 37. Z- U-value 1 4-4—..= cf I�iiz.-�JB Type x .55 x Type 2 x x = Type 3 x X = Total Adoor 6 2 12. 3 Total 13.98117' Glaeng Orient. Surface OSF Shading (N, S, E, atc.) Ana, it, -- : I Z8,4S Coefficient x ( 47x 2 C1 .1 x( 14 fo x 407 3i- (o -A x x ( x 1= Total Aglazing 14. 475'5 Total 15A. 753 x (Su , c) I Value x 2- _ Total i67B• line 14 �j(oO�j.Z G57ybpo!°,31 7 l� I VV•24 Total Aow 16. Total Cooling'17. 71 +13+ 1AA+15B 10+12+14 OTTv 77b�88•=4+ 236o3,ZZ 16. �� ✓ ow _ line 17 line 16 sOTlvO1y Actual From Table 5.2: .-10TTv0,,, Allowed Roof Type Type t Type 2 Type 3 Type 4 Total Aopaque roof Skylight Type Type 1 Type 2 Type 3 Total Askylight Total Aor I Uor = HEATING DESIGN Uo — ROOF Surface Winter Area, ft' U-Value 5 x . o°r M _ X. = x — = X 19. 4 ,Z G Sudabs Winter Area; it' U-Value x - x��+ - Totals Total 20. 4-6-8 • b 5 I 21. Total 22. 23. fN Total Heating 24. ?)1 line 19 + 21 - line 20 + 22 4,6,65 + z(o = 25.0 9 C1J line 24 line 23 Uor Actual From Table 5.2: , IC) HEATING DESIGN Uo — FLOOR Floor Surface Winter Totals Type Area, ft' U-Value TYPB 1 x O = IZ3�� Type 2 x = Type 3 x _= Type 4 x _ Total Afloor 33. r it, Total Heating 34.IL�% rj Uor 3� ✓ line 34 line 33 35. Uof Actual From Table 5-2: . ) Uof Allowed COOLING DESIGN OTTV — ROOF (If skylights used) Roo Surface Summer TDegr Totals Type Area,fs U-Value (See Fig. 6-1) Type 1 x x Type 2 x x = Type 3 x X - Type 4 x x - Total - Aopaque roof 26. Skylight Surface Type Area, fN Type 1 x Type 2 x Type 3 x Total Askylight 28. Summer U-Value x line 28 Total Act OTTVor = 27. ( 8 x > _ (138 (1 x ) _ ) _ Total 29A. A x 1 = Total.,29a. a Total Cooling 31. \, line 28 + 28 27 + 2+ + = 32. line 31 - line 30 OTTVor Act From Table 5-2: OTTVor) HEATING DESIGN Uo AVERAGING' (Sec. 502.2(a) E U Envelope Allowable (lake U values from Table 5-2): -To;- x A +(_x )+( ( Ate, 7) Uor Aor (line 23) �-uoof Aof (line 33) U Envelope Actual (use U"ow (line 9) AE (line�j7r* 3 + line 33) ctuau calculatet kvalues): or (line 25) Aor (line AE (llne 7 + line 23 + Ilne OTTVS may not be averaged. UE Mom _ x 33) (line 35) Aof I UE Aclue & I F5 Bt_oLl< WALL R•VALUES BUILDING COMPONENT DESCRIPTION WALL WALL TYPE 1 TYPE Y WALL TYPE 3 Exterior air film 1-7' Stucco I.� 1 7 - -1 Block Stud _ ID Firring strip Insulation I I Wall board ' Solid Other {}/ Sl31G-� 71a1 ) l� Other Other Interior air film �y R TOTAL / ;� U = 1IR ,078 U AREA 13 I'16 i L>Dcl.� Weight (lb I sq. 11.) IF FRAME: Size _ x __ Inches O.C. _. �)�6,NI,lE>L t C) '-4VI"(,-f qO°jo C'OrJ Lt2L"rs n1L-TAL ROOF/CEILING R-VALUES BUILDING COMPONENT DESCRIPTION ROOF ROOF ROOF - TYPE1 TYPE Y TYPE 3 Room air film rNhu�/ Al,tc+ L l � l Wall board r q Truss !nsulation 7.00.11 1". e q Other Other Other Other Outside air film R TOTAL U = 1/R AREA (sq. h.) 4✓.� 5,3 16 3 , 3 . U=TC IF FRAME: Size x Inches O.C. n n WALL WALL ` TYPE 4 TYPE 5 n w, ROOF I ROOF TYPE 1 TYPE 5 `?9iOC d072399D38� I I( II`I nll��l�l II 15TANA DEVROPMENT LTD August 31, 194 VIA FACSIMILE -�AN?M1rF-f1)N AND REGULAR MAIL Ms. Pat Pascha]I ST LUCIE COUNTY DEPARTMENT OF C 6MMUNi'i"y EVF;1.IFFNT 2300 Virginia s., N2!3 Ft. Pierce, FL 34982-5 52 REa �iISTANA'S BEACH CLU ! PHASE 11 110'740 Sta Road Al ensen Be'ch! FL. 34957 Dear a. Pasch li Canfi ming the inl1cwinq additional information regsas,e.?= compl ate permi� applications rowrrrlrwmas�xx�xxxcsmass r.r.rrrrrrrrrmrr�om��c. I�mm�� Estim;Zed Construction Suer PNrmit Cost y wrarrrMONO= ========eww�rrrrwr�errsem�ram�xeeaax.: Demolition Soard elk & New nol Pool Fence These constr pro9 act cost Very Truly Y J4�v Vgo isms J. Di sl Development I Const uction AC I1 N1579 Dev. Psrmi�s (CD ; cce Field abo 25,000. 14450 9.p 859000. 1,350 B.F. 41000. 298 L F. ion cost should be subtracted iron the omitted 4or building permit on PR-217R9. } �fry or Dayslo msnt 13) ilk, iljdpt�J al c, rr�nuch� Luenc�,10. CG Cdi19L I�'`fljSTANA DEVELfRMENT @-31 92 i , 17 04 9 l7al 4 �40� `Ci 40i w09 I � I i. I l' a FAX TRANSMISSION OVER PAGE I Vist na Dev- ,�pment, L 4� 11350OState Rc a a'45, Suit 140 I Orlando, Ph ne: �L 32821 (407) 239-31,6 31 r I 'I I f DATE: Au uat 31, 1992 1' zO: Ms. Pat Paec al -� FAQ ( 4(}, ) 46$-1735 I FROM: Mr. James J. Di8 ing r VDL 3'AXI I (40) 239-303P - REFERENCE: VISTANA'S BEACH CL113, PHASE II :III MESSAGE: I I 3 TOTAL h7JMBER OF PA(# ES INCLUDINg COYBR SIMX'1' I8 Z s'7xnRR's NA& I 1u1� Or ender 1 SENDER'S PHONE NC)7(RER I (407) 2 - 39 3169 i I I I li "I w"l —I- e __ —1-11 .. I — �7 ;7 lI Rd A Olt M 4h Mllli 'Aft ,I IN, Pr "N N M 4 I H PR "'FrS 15 p,vlv,, wli, Alf, ll IV _Zj�'WS V, 'a14 " I p IrN .11;1 1,,, 1 Am ON zit, T P f fir W5, 011 ��Nkl� I Wplg ""l 0 IN RM ma -11� 01. 11 It Vl� �Il T ............. Hill Vt jJ! Itill ."ic,"S 1, a 01H �I, Alz OR` .... ...... N11-1 N lIv p. V, 3l, M 5 lit tv 'q o� J 01 10" tim x "u, ", 1� �� 6 1 4, PN 1110,d IIA All- oe 01'1� k, �11�,Y, 4*-; loi,tr 1, �Alil, U, '', " X lm"., c ....... " "r —�7, M W, , , , I I— , , Ji, I IAV 'KIA 1�10 15ARPM "A10. MON Pik I'llet, gj,�, W �tl s l tl� M I gill it Soil ......... : ''I �i "tit, n -0 'S MIRA lliikgl`%i!�'� TK� p� w A� ....... tl Wy "o - 1 1 1 1 , , , 0', � �, '111 " � 11� , " I NO V:ixl 11T tie- IX3,til It P 1,3� W I .. .. ... . h ZJ Y W �5 I -A 1,411 M tA%'�'� 6 M,'q4tLi`Zm lz;� �W@ F4mr N NMI, 'g % % - Vpl, R� Mlb �0_04 t" �v qr K V ffig UA I L: JUL Ys I W 4 I Pei olllil_k'Riva I gwg 0 1 j, F, ... 11111 1, - Ill -,I., S all, gh JOB NO. 92-01 NOV qm% �17 IF 1 WIN. 41, UK gg I kill, MOST iffi R MR, Q M , g i �l i, w— So 4", �N CI� " 4a 1, 61 s' I" IN -1 �61 'c, �1, , , gg�q , . m'� " 1W DEVELOPER: VISTANA DEVELOPMENT, LTD. 13500 STATE ROAD 535 SUITE 140 ORLANDO, FL. 32821-6321 (407) 239 - 3167 CONTACT: GEORGE PALMERE ENGINEER: CUNNINGHAM & DURRANCE CONSULTING ENGINEERS, INC. 4500 BELVEDERE ROAD SUITE A WEST PALM BEACH, FL. 33415 (407) 689 - 5455 CONTACT- STUART CUNNINGHAM LANDSCAPE: FOSTER - CONANT & ASSOCIATES, INC. 819 N. THORNTON AVE. ORLANDO, FL. 32803-4037 (407) 648 - 2225 CONTACT: JULIE KASTELIC ARCHITECT: FORUM ARCHITECTURE, INC. 745 ORIENTA AVENUE SUITE 1121 ALTAMONTE SPRINGS, FL. 32701 (407) 830 - 1400, SITE DATA PROJECT TYPE TIME SHARE RESORT CONDOMINIUM PARCEL SIZE 3.5 ACRES PROJECT SIZE: EXISTING UNITS 48, PROPOSED UNITS TOTAL UNITS 76 APPROVED UNITS 77 CURRENT ZONING HIRD-S BUILDING HEIGHT 71.5 FEET IMPERVIOUS SURFACE AREA: EXISTING 33,900 S.F. (22%) PROPOSED 27,800 S.F. (18%) TOTAL UNITS 61,700 S.F. (40%) OPEN SPACE 60% PARKING (@ 1.5 SPACES/UNIT) ]REQUIRED 114 SPACES PROVIDED (ONSITE) 94 SPACES PROVIDED (OFFSITE) 21 SPACES TOTAL PROVIDED 115 SPACES NOTE: A RECORDED CROSS -USE COVENANT FOR 21 PARKING SPACES HAS BEEN PROVIDED BY TURTLE REEF CLUB, PHASE I. 30 0 30 1 60 90 1 'CIO NNA"Ar7! fflFAWAWA_____ i S C A L E I N F E E T ,�)77SCALP re w; rA K'A T&�+ _I�N A I* 4 �oO R h I 0 M BOX Q M4 _01 1 17 A OLD COASTAL CONSTRUCTION CONTROL LINE U 01�4 It VIER Xf N`0 VNor F IV/ TS 9)/ ggg V C70 Iowa Z* #/ 00- 05 id OL 00- COASTAL CONTROL LINE r, CCCL BK. 26, 26A-261 4C SEE LANDSCAPE PLAN --- 117- 00- ^ FOR POOL AREA. -7 L 1141VD 00, 4 3' 1� Ct 8 STORY BLDG. 13\1' Co 907 rh 28 UNITS 21. 13' -7 'V IV 00, CONC. WALK 60' 'o k P r Ld L6 y uut . I." Lo I/ 110.29, to, 11 CONC. BAND (TYP) 6 INTERLOCKING CONC. CO WHEEL STOP y. 1�� IAIEIS, SEE LANDSCAPE c5 k) 0' (TY1, ALL SPACES PLAN FOR PATTERN bo J_ cli Ui it II N i ___7777 I'll A 180.00, EXIST 5' 23 49 47 E 300.00 A MASONRY WALL 1, Q — — — — — — — — — — — — — — — — — — — — STATE ROAD A-1-A( ion' PJW) 4 — — — — — — — — — — — — — — — -- - - -- - -- - -- - -- - -- zW LEGAL DESCRIPTION From a point in the centerline of State Road A-l-A and on the North a line of the South Bt5 66 feet of Government LOT 5, Section 11, w9M Township 37 South, Range 41 East, St. Lucie County, Florida, run South 89'55 51" East. 54.69 feet, thence run North 23'49'31" Weat, 425 feet, to the POINT OF BEGINNING; Thence run South 69*55'51" East. 524 42 feet. to the mean high water line of the Atlantic Oce,in, thence, meandering the mean high water line, run 24'30'17" Wez)t, 301.51 feet, thence run North 69'55'51" West, 520.33 feet, thence run South 23*49'31" East, 300.00 feet, to the POINT OF BEGINNING. No. I Date Revision UescriDtion !41 �% %S,17 P��s CUNNINGHAM & DUARANCE CONSULTING ENGINEERS INC. WEST PALM BEACH, FLORIDA VISTANA'S BEACH CLUB PHASE II FOR VISTANA DEVELOPMENT, LTD. SITE STRIPING & HORIZONTAL CONTROL CHIECKED WAVING ft 2. 2 o ' I APPIVIVU 1"LE No. 117 1 SHU1 2. OF LAND DESCRIPTION ( Phase I ) el of land lying in Sections' 11 and 12, Township 'e Range 41 East, St. Lucie County, Florida, being mo ;.§§ 1`arly described as follows; i Y at the point of intersection of the centerline foot wide right-of-way for State Road A 1 A with t ,71ine of the South 815.66 feet of Government Lot 5 e tion 11; thence run S89`55 51.E along said Nor distance of 54.69 feet to the Easterly ri ht-of-w s, Y 4 • # State Road A-1.-A; thence run N23 44'31'W, along sa- right-of-way line, a distance of 425.00 feet, to the P01 OF BEGINNING: thence continue N23'49'31"W, along said right-of-way line, distance of 132.73 feet; thence N66-24'59"E, a distance '75.74 feet; thence. S23'49'31"E, a distance of 85,51 fee thence 589'55'51"E, a distance of 126.53 feet; then. N00-59'31"W, a distance of 26,61 feet to the point curvature of a curve, concave to the Southwest, having radius of 20.00 feet; thence run Northwesterly along the a of said curve through o h a central angle of 6 7' 4 0 4 29"'- g distanced 21.22 feet, f e to the point of reverse curvature' a curve concave t o the Southeast having a radius of 37.4 . feet thence run Northerly along the arc of said curve 9 9 d through a central angle 4 1 of 142>53 16" a distan ce nee of 93. feet; thence N05'54'25"W, a distance of 2.91 feet; then N84'05'35"E, a distance of 32.00 feet; :thence N45-54'03"E, distance of 39.00 fe et; thence S44'05'57"E a distance 30.96 feet; thence S89'44'504'E, a distance of 23.58 fee thence 524'18'25"E, a distance of 10.42 feet; then 500'15'10"W, a distance of 166.02 feet; thence S89'44'50" a distance of22.00-feet; thence S00'15'10'W, a distance 23.05 feet;,thence N89'55'51"W, a distance of 307.91 feet t the. POINT OF BEGINNING. Proposed Phase.I contains s. 1.0 acres, more or less. LAND DESCRIPTION ( Phase II From a point in the centerline of State Road A-1-A and the North line of the South 815.60 feet of Government Lot _ction 11, 'Township 37 South, Range 41 East, St. Luc County, Florida, run South 89-55'51" East, 54.69 fee then.;e run North 23'49'31" West, 425 feet, to the POINT BEGINNING; thence run South 89-55 51" East, 524.42 feet, the mean high water line of the Atlantic Ocean, thenc meanderingthe mean high water 4 ate line, run North 24 30 1 West, 301.51 feet, thence run North 89-55 51 West, 520. feet, thence run South 23-49'31" East, 309 0, 6t t0 .,t.. POINT OF BEGINNING.;' =,;,r• LESS AND EXCEPTING THEREFROM THE FOLLOWING. A parcel of land lying in Sections 11 and 12, Township South Range 41 East , t, St. Lucie County FL 7 be" more particularly described as follows „ r COMMENCE at the point of intersection of eh�centerli' of the 100' foot wide right-of-way for State Road A-7U with the North line of the South 815.66 feet Government Lot 5 of said Section 11; thence r S89'55'51"E, along said North line, a distance of 54. feet, to the Easterly right-of-way line of State Ro A-1-A; thence run N23-49'31"W, along said right -of w line, a distance of 425.00 feet, to the POINT BEGINNING: ,. t thence continue N23'49'31"W, along said right-ofy' nine, a distance of 132.73 feet; thence N66'24 59"E, distance of 75.74 feet; thence 923-49'31"E, a distance 85.51 feet; thence S89-55'51"E, a distance of 126.. feet; thence N00'59'31"W, a distance of 26.61 feet to t point of curvature of a curve, concave to the 9oldthwe having a radius of 20.00 feet; thence run Nort�t�' along the arc of said curve, thro4p1h a eentr4:E 1Si` w ` 60'47' 25", a distance of 21.22 reverse curvature of a curve, �_4+14a. having a radius of-.37.49 feet; than" gf ti'Eitj�i^l ,J�%y the arc of said curve, through a central,,_ ry 142`53'16", a distance of 93.50 feet; thence N05'+"1 a distance of 2.91 feet; thence N84'0535 E,, of 32.00 fee€' thence N45'54'03"E, a dista P-ar .•"" rl feet; thence t. S44'05157"E,. a distance off. ' thence S89'44'50"E, a distance of 23.58 S24'18 25"E, a distance of 10.42 x ' S00'15 10'W, a distance of 166.02 mw •50'E, a distance of 22.00 w. '•`Yr `� 0'W, a _distance of 23.05 U", Y All • h+ � /� _ I GLUM. of SEgbrP.QPE _ _ _ - _. (lj � \ \ CO. aid-nRYfz€, *�", :�>41'..i,}� \� O y� T} d5 Zb 25 w �n Na4 oh3 ro \ N, . +ry ao r ii 1S0 54' 40' H 2. 91, 't-;9 589° 5 05 a q PHASE I 1 N N84'05'20Ega 35 Z \\p \ \ A-93.50' s eA r y h �0. )h R•37. 49' S 1{, ��ww c� y� \ Ny % \ ti A=142 53' i�' ,V O @ r(gik; \ \ (�y tv \ WOOP DECK �" s \� \" 6 G v L- 4 h, \ �� C\ M S s ra4�IM {p,,� k co /V C, / _ -7 •� ^ C \ �,\ ` 9� `'Ilk 37 � �j �� Ranv � 3� m �� e Pcoc e, 3 ht , � ��` � �QEl Y \ti of R•20.00' 1 / / `Y « l� \ �I ^ - r❑ he FVCDEGK \p.60.47'27' "v� 14 vat v� o f th `ti L B o ticvT ,�tsr- �j`/�/�iCAG k+ ;' ;}, � � 1 1 / av O O O ld \ ` �\ 7 0 (� A �I A}lIZH✓1.5551E //'i' Q Z 8 ❑ Qlr t ) r5 IZr9 ❑ : I 11� / 589.5fii NT B -:: bJ „ 9 rw r r11T/ B�-�5ti_ I� ❑ ® � N, \ r�l 2.�'t' .BB'9s�.v'� �/ _. +° g P I, �3 `� 1- .�,,r}�c � , w• m y 7L v w rckit a1uG x , 'O(rc,+1 Itit J] r. a .✓. M K 3 8 1. �1 '. A P 1 � 0 S .9LT B ✓/ m 6 W 9 n � av' l � b IG 1 \ C TER OF' \ N m - C 0 ^ t r \ - P So 3 . � ❑ PHASE I 6.z' � � UNLL�L6RovNP 1 1 � G .45 .6' 9T 7,41l ce h �OAF-- f 29 1 5 •O 5 0 a \ oi• r° e f 118 K 5 0 r h �l c s 3A . z o\ 0 `\ B N89°56'00'H •.4 d ��!. .g - 3 M \ 301; 91 C ) 2 A n v a , ❑ \ / ' 3 5 0 s 8s (� o E 11 ❑ 77 S" ( n 9 , ti U.' /�920 ✓ m \� B�� rti fe3.4 4�i.ra Vic\ O f 93 8/ ' '1 o � o �G/iT ST4T/O.-V (t F . /,Pa.v ,rmC � o tr3/s2 / �caP o \ .'�C.. LvgL,t• . � `. , � 3 'b pq\ �R SAN MANN�F i\ g" V.V'L. SAt4lTAR.�4 gk N • r..ri N'><` 2J e.9'w 41 Zl76 I 5p �,o ao Z \ m V� \ ' 8 6AP lralz ( MANNoLE ITs „= EATGNiv/S OiT LME ELEV. *"f 'r.�/TG .. o AII, SA a - (�4 BE/VC'NM�4R.Y•• GO �f v yr /V.4/< //V Cf/BB.4Gc�' P9LM \ Y 1i VA '( 't » '*vrx* § • ',-, m =* jQI q U L ON SO UT,4/ �if'Of'E''PTY G//YE. 4 x s 5 K / .. .: : ., ry ;.: . , ._:,, .. , . «rr_.. .: ....wad:.. Y .M ; f. . e ,>... ,., ..., ... ...wL. - ..n. . i ,fir_.:: : 4. .R ., ,..,« . « ,. -.- ;k �., s r ,. , ..e .,_ � r .. ., .... i, ,.. ,.. t n. .: .e ..,,r .: : :,v, M o,. .,, .x. , vs 0 (� 1, m , .y,,,.,, ,a'.k .-...,. , Ik , x . l:"r 15?'+ - A: 3 r..::!", T vn r,Y. X h ., i.. .. ,. .� e'F'r'-,bX ., -. .. '• :F' 4. ., : 4N } 4 9+?. ,'{1 ML..... lIl ti + t,.,�y -v �. > -.. ,.. ..... .. .. > :. > �Vyr Y..«.. .. .>T'Y .... ry E ,. .. .: . - r.: a ..,.., r "h .x.-. `o ... ....... e.- !:...., _. ,. , ..,. fE t ... c,. P. .. '2'* ,. Y .,. \ � r .+^.. .. a W:,.«.:..aL-.4. ,. ... Y ,,... .... d. 4 .b >,a:. .- . e , ., :,-.. ., ., .... ... .. r, NA .. Y'?, 1. r , ,.. , Y , ... -. Y w .... ... ,.. . a _- ., , .,i,. , ,. m. ., _.>.. a .... 1 ... .,, ary m.-. , h ...n,., dr ,S .dal rvk _. .. ,... Y., ... , . it - .`' .. �rf �, 6 O4 •,, R t, '," Y:t ,• Y4. ,and: v. ; f\ ` �> r: 1.,,.i }. \ (l� • ,- a. l! BAR` 5, � r OF to M 5 �a 1 r r s PA why .tk r r„rgy'i .r', ,,,,. , ? ,} SURVEYOR CERTIFZCATf. In Yt h,. n, .. r as -. ,.:. .,�:.: I here ,. hereby In \ Y favor of Vistana. I;., ..:. , .,af, :«; �'4-F .,. `w^ v �ru$^..:' '4x5`;. =,rr't:d ..ar •#sr �...._,,, .,.`.. vistana Capitol Deve2o - ,r,n.,. .,... ,�; P of Holdings, Ins., Vistana Resort Development, z<t. /, Inc., General. Development Resorts, Inc., Vistana Office 37 $ { '�„" + Plaia Limited Partnership, First Un' "' ion xat' 114 INGRESS - EGRESS EASEMENT c / 0 \ I; �� \a• 13 O✓ER"A J.R. B� 384 AT PAGE 2420 �� G4 y\ b}5 �b S B}Ih�,l �AZE��\ •�A1 -�,+ (.� W b}\ EASEMENT AND I GHT OF ENTRY+� b h 0. R. BOOK 3B4 T PAGE'24224 �� ( EXHIBI \ I r Ile � �`� � �1 � F a\ � � (�"� .tn°` � `� U".ntc'. �` Al � � �p��• f<' LEGIEND 4 K d,v V4 e i � • = CABE,.4tSE BALM = CL//�J� of sEAG �APc = SET /�2'/RON /400 CqP �iPL S 239/ " ,V • SET ".Y " C'!/T /N TOP OF CUiQO N/N/!= NO�AT// /iVNE.QT C.'MF. = G'O,pp�•gTEO tiJETAG , -" -• AM N_."^Jr\»rv' � � � M'4'1�5 l3' � '•�• rY'9 ui'.�� N i1a A"+.4 k a�4'"�'dw f t r ,� I'•A, U � b5'ri S Y €:tq'� �-.'� `-x .0 u: urya,t ":= 4 , ! a 1a x if ry $ a r �r'ur rrw,�4.1 lonal Bank of 1. Copies of this sketch are valid unless r r• } - Florida, N.A. as trustee, USWest Financial Services, Inc., A ,rz ` A t,'t - Oxford First Corporation, Greyhound Real Estate Finance embossed Wltll t A, aCompany, First American Title Insurance Company, Chicago b he land surveyor's Seal. a+ Cr'�/1'7j1/fE/�/��- Title Insurance Company, Lowndes, Drosdick, Doster, Kantor & ,, i, - Reed, P.A., Wilmer, Cutler and Pickering, P.A. and McGuire, 2. The. 1.dndS shown hereon were not abstracted by LA r Jt Sa -,> >. of i".y-�,, - : - -- and wells, P.A. (a) that this survey (i) was made entheg this office for rights -of -way, easements of un'" {.� +1`Ls , ;, «;W„ SA•6'9'17E�'''`O% on. the ground and is a correct representation of the subject 6. r\"� s '" Property as of October 31, 1991: ii meets or ex record ownership, ( ) exceeds the P, Murphy Act deeds or ath minimum technical standards set forth by the Florida Board a ,rvt +"a. a „f�, r t• %I ,"w �o V`T LOT SSFCT/O/V //-37-4/ (iii) adjoining deeds. � . of Land surveyors Section l-brFlorid, Coe;" shows loc3tionand ecording reference of all easements and any other matters of record 3. Legal description shown "hereon was provided b *„ " { N - - i( affecting the subject property which have been ` c <; .', - • ' t \ n provided to P Y the undersigned per the legal description the C1leR a !q- ,( '.. + and other matte P in such easements '', f '. ' :.'. ;.;trc 1'>zla°; '"' :. ' `` ".`'", matters; (iv) shows the lines of all streets of •' ::+ I p�-^: ; �=- �.; ' :`' � abutting the land and ., ...,-t _..,r..r .. -a. .. ,... ,. the w _ „ .. r,.. rn, .-. _,. ,.. - .. ..,-„ +, _.,,.+.. -... «..... ... ldths the - - ' -. -: :-, ,.._«.. .. �?.. , m -::.,....:.. reof v �E!/is EO 7 6 92 OC T o -.. <," r-..x,. , - , + ..... , ,-. �; ..- o ( shows el / /PEG q Eo G,4zEB DUNE OVE /i/AL,C 53 ! .... . .... .... ... :.� ._ , ,,r -. .,.:: they bounder ) Y � � 'P 4. tleVdtlOn3 $hbWn }IeY20n-...dYe' bdSefi On '`AI.G. ... 44,,��a+ '-°• _., '. y matters on the. ro ' .. ,,rr c .: ,. -_ , ., ,,.. 9 and which m «, }:. ,, ,T, d : , . _. x: ., a adverse h ,..,,. a, .,. ,... , .... ,.. k. 2, . .... ._.:.., ect t Y ANJ A E SPOT EG ✓.4Ti NS, -Ar , .. . -... ,.-,,.. ,. .,,. ,_ ....: title to t E o Y3 V.D. r «�,:..,, ,, _ ,,. ... � he subject nd U.S.G.S j=tit ., r5r:, !, r •s .: r.., a _ . , ..4'. _ encroachments N bench mark G308, 1970, , '1 j property, (b) that there are no --.., ,, . +: a ra«9. , :,, ),;«� „ ,'+ ,.._- ^ ,x. xx ... : either way across -c . EC: - '. .: -. G Lh wi ,�. My, U. *flz •''r 1, „P',: •:', .,' : su. c the boundary lines the �r avh .b s. 1„1 elevation 5.93, and relative to the benchmark . b7ect property except - � r c thatadequate . � E 7_ _ _ ( ) t!z-E �b 1 1NT P ES. .�' ingress eoJl I71V DED D � R 9 -egress to the sub e/ shown. hereon. ':"''••-+ \ 947if/n2 Road A-1-A, the same provided by State 1LEJISG (i r0- l(a-�1 - (yP�ATE gOU hl D42'i-C.EIZCLFICATl kk t >;aa. aF` bein _ OnIK1 la' L., _'. .i. _ 4 Paved,. dedicated public x ;. "•., f,�:,a -right of way maintained the Florida Department of r Transportation; (d) that based on the Federal Insure , Administration .Flood Hazard Boundary Map,. Panel 12111CO313F,Saint Lucie County, Florida,. the sub.' •a€! property is contained within a Flood ProEl A:, L a, Signed this 4th day of November, 1991. A`�' ' �n L. A Vr'1. - iiecli�tered land S�irveyo; Flo da Registration No. t5. Grid bearings and Coastal Construction Contro Line, established from D. O.T. geodetic' V 1 I • . i • I • . : 11 • 1 • e , • e31. nxYop a �a °%�� ' - - � \ f +a � '�"" , �:�!f'�;Y� �W�IIY .: Y�, r yt v,';lan a a n ru• ^�' r ��1 � aw ' BY, III .• 1 SURVEYOR, f r A ($V r'r� I ei' L V '{ §-2860 ♦' }.y�Ar, J.,%i 6x' YP r, '� SOUTH KINGS HIGHWAY ':�* , PIERCE, FORT FLORIDA sep a • 1 64-9621 Y aLakW{ ..o- y• u,t A>«R r4.i ,l I 4 • i b.+°, FAX 1-9326 � M n w s '`. � ... : M, , a, mw fA w. r'r\,., 4'L' vl, ,r "aL n x niCX[,1 aM rr,A f ¢ b•Arv"'S 1i Te%:�„#S 4 r : ' _ OLD COASTAL CONSTRUCTION CONTROL LINE COASTAL CONTROL LINE CCCL BK. 26, 26A-261 - SWALE� v 20' - 15" RCP PnEGFIADE M.E.S. I.E. 3.) SWALE BOTTOM EL. 3.9 FROM BEACH CLUB ENTRANCE TO END OF WATER MAIN RESOD DISTURBED AREAS & REPAIR SRINKLERS — — STATE ROAD"' A — — — — No. ]Date I8y IAprv. lRevision Description AEG CUNNINGHAM & DURRANCE CONSULTING ENGINEERS INC. WEST PALM BEACH, FLORIDA VISTANA'S BEACH CLUB PHASE II FOR VISTANA DEVELOPMENT, LTD. GRADING & DRAINAGE PLAN He DRAW a+EaEo �,1-7 SCALE APRgYED` E�LEno. SHEET OF �s,/g .7 , o I Ii IV E R R It M", 4 LFOWT PIERCE 'fixi, 7 A Ak rvw It Sabmm 1. A WATER MAIN SHOULD CROSS OVER CONFLICT PIPES WHEREVEF"14 POSSIBLE, MAINTAINING 30 INCHES OF COVER AND 6 INCHES OF SEPARATION AS MINIMUMS - WHEREVER A WATER MAIN CROSSED UNDER A SEWER MAIN OR CROSS OVER WITH LESS THAN 18 INCHES VERTICAL SEPARATION, THEN DIP SHALL BE USED FOR BOTH PIPES FOR A DISTANCE OF 20 FEET CENTERED ON CROSSING WITH NO JOINTS WITHIN 8 FEET OF THE CROSSING. * 18 INCHES SEPARATION SHOULD BE MAINTAINED BETWEEN ALL PIPES (STORM, WATER, SEWER) WHENEVER POSSIBLE. 6 INCHES IS; THE ABSOLUTE MINIMUM SEPARATION WITH THE USE OF DIP REQUIRED FOR ANY SEPARATION OF LESS THAN le INCHES. * MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND -SEWER MAINS AS A MINIMUM FORCE MAINS CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN THE PIPES WITH THE WATER MAIN CROSSING OVER THE FORCE MAIN 6- ALL TRENCHING, PIPE -LAYING, BACKFILLING. PRESSURE TESTING I DISINFECTION MUST COMPLY WITH DEPARTMENT AND DEPARTMENT OF ENVIRONMENTAL REGULATION STANDARDS. All 30 60 90 120 COASTAL CONTROL LINE CCCL BK. 26, 26A-261 100- 6. 1986. 0 lee OLD COASTAL CONSTRUCTION CONTROL LINE ") 4- 41 rFF gsGV 46 T//S Sro AY 8� 19G TZ N #/ % '900F '94A 0' 11vk, ' e4 /A 6 .0 A G,9 RCP //vj/ f e4 1*4 FT 66' - 15' R N J, Cp Fo,?� M. E. S. 6* I N 0 _4� ON 9 — — — — -- sl�, 04,�10, —14 loo FIRE DEPARTMENT VALVE /'//V, P T Z)70 G ,91qg glr Po/ S/ 70 Y FIRE DEP7TC70NNE TIONT I SEE BLDG. PLAN SHEET ME-2) fZ - a 8 STORY BLDG. oll l1,3� im-S, 28 UNITS C. 0A 4wew '!p,'-j L4 _Cq, g w:! `1VII K All amr 00 VERIFY LOCATION ELEV. x B' OF EXIST 2- 6 REDUCERS 8' G. V. - BACKFLOW rNtVtllltH WATER MAINS. PRIOR TO CONSTRUCTING 6" BACKFLOW PAEVENTER WATER MAIN & STRORM DRAIN. 81 5' G. V. - x 8' TEE 15" RCP WATER METER R. S. G. V. -EXIZ--EI8LLOOMESLLCjWAT W NS_ Toj 4�_ 'S X t - - - - - - - - - - - - - - - - EX_IST_C%� WALL-: S. B. T. EXIST. MANHOLE BOX REMA.LN - - - - - - - - - - -- - - - - - - - - - - _L - - - __ - &k - - - - - - - - E-XtST-.- Cn wjL - - - - - - - - - - - RIM EL.7.49 - - - - - - - - - - - - - - - - I. E. -0.61 F. H. - - - — - - E 4 EXIST. LIFT STATION I.T 8' D.I.P. WATER MAIN ro :1 / \ EXIST. 5' a:6 MAIN - Z�; - -\ EXIST 15' CMP \ MASONRY WALL p.'L S _O' i5l RCP N. I NV. = 1 07 LXlal. FIRE DOMESTIC WATER MAINS TO EXIS 2 - 81 R. S. G. V. B. S. INV. = 3. 42 REMAIN REMOVE EXIST. TERMINAL END ZY T. 15' CMP'� 1. E. 3.84 S. G. V. 40 TEE IS' R — - - - - - - - - - - - - - - - - - 4' A. S. G. V. LOW -OFF E. 3.77 'All SAMPLE PT. �1_� REGRADE SWALE "V'i BOTTOM EL. 3.9 END OF WATER MAIN FROM BEACH CLUB ENTRANCE TO a 1_-i SIATE ROAD A-1-A( 100/ R/14) RESOD DISTURBED AREAS & REPAIR SAINKLERS - — — — — — — — — — — ill"', 1" 05 A r N 4, - Nth Is 'u 4vu9,,jt,,V,, 0 AI 2 Ni !r Yl 4 C, zz, J, ............... .............. No. Date TOY tAprv. lRevision DescriDtlon CUNNINGHAM & DURRANCE CONSULTING ENGINEERS INC. 480 WEST PALM BEACH, FLORIDA VISTANA'S BEACH CLUB PHASE II FOR VISTANA DEVELOPMENT, LTD.] WATER & WASTEWATER PLAN LE , I APPROVED FILE M&MT OF ' t 2, L,>j .7 I0 4 _, ICI yy^^ Y £ OLD COASTAL CONSTRUCTION CONTROL LINE Ix Ix. Iwl a r yg• v r w. I N H I I I / / to IGHTT H SEE LIGHTING�'�'r PLAN w COASTAL CONTROL LINE y CC60 90 120CL BK. 26, 26A-261 30 0 30 SCALE IN FEET SCALE: 1" =30' — — — — — — —,� —/L �� — — *4 rE *c, + i.�,,'YL--mot,-%\.%,"•'a?its �ic�u �unuOR Tuna n/ mviii>%� ,b�a'�" 3 NGINEER FPOSSIBLE % �, I OR � RELAYING RECONSTRUCTION h�� a �� 1-A ( 100' R/W) ,�< STATE ROAD A- OF EXIST. STORM DRAIN , r'� , g% t�%` a9..' . br, k wA.-^�-U,.., fwa"s e E� 3 ,g� r _ _ — — _ _ w" 09. ,, d i�'�*G akasi-.} d ��.fs��e � f vk'�.✓ �' vN n L 7 � � L:..f � 3 oa PSG CUNNINGHAM 6 DURRANCE CONSULTING ENGINEERS INC. WEST PALM BEACH, FLORIDA VISTANA'S BEACH CLUB PHASE II FOR VISTANA DEVELOPMENT, LTD. SITE DEMOLITION PLAN p; APPROVED FILE ND.- SHEET /„ OF 20' `wo 6Z' 5EE PLAN EL. 5EE PLAN EL. 5EE PLAN EL. SLOPE I) SLOPE PAV�EM �P,CIFICATIOAB PAVEMENT: I" TYPE S-III, A.C.S.C. BASE: 6" SAND CEMENT BASE. SUBGRADE: 12" GRANULAR MATERIAL COMPACTED TO 98% PER AASHTO T-180, TEST METHOD $PECIA PAVEMENT SPECIFICATIONSWW PAVEMENT: 2-I/211 CHARCOAL GREY INTERLOCKING PAVER BLOCKS ON 1" OF BUILDERS SAND. BASE: 6" SAND CEMENT BASE. SUBGRADE: 12" GRANULAR MATERIAL• COMPACTED TO 98% PER AASHTO T-180, TEST METHOD EXIST WALL / SEE PLAN EL. � S L GPI: SEE PLAN FOR PAVEMENT GRADE 5WALE SECTION ` ADJACENT TO FRONT WALL. N T S 4;� B L g' N tiZ„ �^ .� QI;I SLOPE if Sff CT-IQN A-/Q 1\9 - 5EE LANDSCAPE PLAN T" •FMODIFIED /CURByPC i 6UTTER Od rrI7CONCRETE 5161!w br SEE PLAN FOR OCA-71ON \PAVER BLOCKS BUILDERS SAND BAS I— S U f 3 GRA D F-�j0-12 r SPECIAL PAVEMEN-T' SECTIo N /ITS I' FLUSH HEADFR CURB Land coprix3� ¢ of inlet 6'Cot7Crete /' / c// around inlE •••LLLJJJ / I - zl valle-y E/ 0.0 2'!/ane Gulzr �I Pr r el-Rejy T sifi0n Ref.E/t!'/2" To srfi'On } / LL Valley 6'ater-,,j N1eV N N N Edge of P vement Ex Fs t, 2'cone. Volley Gu#er VALLEY GUTTER INLET DETAIL ,. N. T. S. TYPE F CURB f� a _ � 0 . 1 M N 2 24 214 m TOP PLAN VIEW C. 21L ' 2 �2 • 14 s'tjl (� y � � ORATE .�:'•, r am �. # S @ A R ALL ARouN T -- c " g` H INS,�E— W I PARKING STALL U S F 6210 r GRATE 4 4" ^� 1. ALL Ex PoaEo co RNERS ED4E5 To DE CNAM EEREp i/{ ' d r -=`�•• • • MATERIAL To 4000 is z.l. Q DAIS AIS VS r, trrE 11 CeMENT. 12" yr i.Ef 12" no�c 0/c E.W. PLAN �� SECTION VIEW I mvntr elnrl T11'.11I BLEEDER OPENING DETAIL_ I I rm W A BLEEDER SEE DETAIL Iq IUV. el Y,o CL_3.5 L Y. vAr— L 2�11n 2'h+Nl EL. WlLO Z 1 L L I TYPE•'C .. rL',TC (10='/A"4wH�L!LIH CATCH BASIN A., Ll. (L)A Ir�•ALVMI•.: ;JM To EXIST E5oLTs - STAWLQ,S Sfaet_ eMp �.7CGTI ou A -A PIP** PLA Q "I MENEff, DIIIENSIMS AND XANTIT/ES Y r 1 SODOrA6 / SO. ras. I p Y A B C F G S! LAade Triple GLoC. y SN+pN COLde Trlpo �. Slr>vle Oade Pride Om 2:1 Slope 4:1 Skwe 1 � _ F i-- - L--------------- __ _ _______� I �2 lmciw.9 .rOr 51TAy,y N...a.a. e/1• •eF ss - w..rrA ' .. TOP KEW - SMGLE PIPE PAtAIMG tT DISAKED PERMIT ONLY arm. oar 1NOEX ^A2 e NDte (1), Whm used all nlyn sloe of roadI Ws. the cross Slope of The 7 Mer staimatch It* cross sxlpe of the od/aenr xv w:enr and the tNctnwea of rho MD shd/ be �6 .. L"aasotherwise s%wn on plans. If+pC L r { •,:`� �{� ;~emu: FLUSH HEADER CURB Sbpe ro Fir VALLEY GOT] ER I••�ar 70r 51'a��tl pl Eaw d P,p. For 5/ • ib��--C r. DI � \CarsM. Plw ' vab Fu M Plw MITERED END SECTION No. IDate aa i S� roe* w w I �� ... P x Pipe I Prx I Pip• I Pip• '1� SeY•J� � .�nwr i E Nr 14V/ Prks For YerW fb S b SECTION %�L..,- SIN a/M 6rw•� J' Z 5 Sao ayw , 4 :IYI1r . To E PIP. For Pfa A'A V SRs'r- 2 .l For Plrat 2�AN (nrpar- 2 :lmr : >o E P1o. For Pry 11r A:U Sir ldF., Plow zlM 1,, W v. (Revision Description CUNNINGHAM 6 DURRANCE CONSULTING ENGINEERS INC. WEST PALM BEACH, FLORIDA VISTANA'S BEACH CLUB PHASE II FOR V I STANA DEVEL®iPMENT i LTD. GRADING & BRA I NAGE DETAILS �Iqq�E�� Q�uwl CKECKEe :qe K0. oRAeIKc K0. �17 I SCALE M*FA ED FILE M0. SlEEL ....- ,. ..,. ` ,. :.. ......>m _.a , ..., xx S. .is h ,..x ..*• ».. ....: , ....¢, ..,.tv x.. . ".;.. ...-..-.--,•. a .,. .. ...... t x @. ,. .. � ... . .. .. ,.. _. ... 1m , n � t ... f .. , T v i_. .>. ._ 3.. ,. � ..ul. s.... 1. ✓ b I c5. t' v cr''a z'�y;�T.° 't ��i$M �° S kw• , i ¢'z90 FLANGED BEND ABOVE GROUND TYP. I l I( FIRE UNE/MASTER METER $' DBLCHECK FURNISHED & INSTALLED BY VALVE ASSEMBLY FURNISHED ORANGE COUNTY & INSTALLED BY CONTRACTOR SEE SITE PLAN FOR SIZE L1111112lu B i PASS LnE-- - - + �= I T-- 12' MIN..T NOTE B' GATE VALVES TO HAVE POSITION Ih DICATORS (OS & Y VALVES) CONC. SUPPORTS 8' D.I.P �- 8'x90 MJ BEND IFyli- W/RESTRAINED JOINTS BELOW GROUND,TYP. MASTER WATER METER/E;ACKFLOW PREVENTOR - P.O.S �. a VALVE r'35;FLOW SWITCH AqSY 1,101 NO CONN ALLOWED ALONG FIRE PROTECTION LINE Comccolo, Stock Wall r S �r wti x INDICATOR• • Jy k xSidewalk SWITCH AND TAMPER SWITCH- Slam000 Conn. ky s a .dL�# G4 - ttiY rc, o- f lnl•n•e ,ad. FlnbMa G,.e•� �- e' cs rIo• - ! ! -- E.P. n•IPP J.tnt Y•I•+1•I -/ THRUST BLOCK 14 SHALL MEET v•L• e•. NFPA 24 REOMTS e\ NJ Check Volvo 1 I � e' T•oo•o eo•Plmp ' we t -udn •• of PIP• s 6' as hp• I �r- 900 TEFL MAIN 1!k_. DIA MIN TYPE 'K' COPPER OR SCH 40 PVC. CORPORATION STOP DOUBLE STRAP SADDLE NOTE SAMPLE POINT SHOULD BE A SERVICE LINE OR FIRE HYDRANT IF POSSIBLE TYPICAL SAMPLING POINT EXISTING GROUND 6 REMAINING BACKFILL PLACED I• MIN. AND COMPACTED PER APPROPRIATE SPECIFICATIONS. 6"MAX SIZE. \ \ IZ' \\\� GRANULAR BACKFILL PLACED oft 12 AND AND COMPACTED TO MINIMUM 901/. MAX.OF MAXIMUM DENSITY. 2-MAx SIZE I i r SEDOUIG MATERIAL Ir. NOTES I SEDOING SMAUI CONSIST OF IN -SITU GRANULAR MATERIAL OR WASMED AND GRADED LINEROCIC 46'- %Y SIZING. UNSUITABLE IN -SITU MATERuA.3 SUCH AS MUCK. DIEMpS AND LARGER ROCK SHALL SE REMOVED. Z. THE PIPE SMALL K FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTWM ORDER THE NPE HAUNCHES, 3 THE POPE SHALL SE PLACED IM A WRY TRENCH 4 BACKFILL SWMJ. SE FREE OF U11011.11 E MATERYL SUCH AS LARGER ROCK. MUCK AND DE 10IS. TYPICAL TRENCH DETAIL D GRADE' DUCTILE IRON PRESSURE PI TIED DOWN WITH "3 BAR 6 THRUST BLOCK. e TIE RODS.I TYP 22Y(PREFERRED) OR 45P ELBOWS „well NO JOINTS BETWEEN FITTINGS FITTING TYPE,' I ,CONFLICT PIPE SEE NOTE N9 4 FOR -/�� SLOPE UP TO CIM N• (� ACFPTAF OFFI FCTI(wN rnv p DJ.P. CENTER A FULL LENGTH OF PIPE AT IN"T OF CROSSING. DEFLE TI(' ON TCPEL NOTES I I.. . ledi... w- � ,.lion -r..0-a..-OF-1 1--aft vw. .1. ..... W E UP TO A w AL - FIRE E101WR !►ATE D ROTATE BEND AS NEOUIREO LAY ON UNOt5TUNUEO SOIL CROSS 4 T ! A ELBOW TEE WITH PLUG •BENCH WIDTH Ig UNDISTURBED SOIL I v i TYPICAL SECTION WYE or TEE PIPE 904 ELBOW 45*ELBOW 224" ELBOW II %44 ELBOW REYES TEES PLUGS D1A. (ins) CONCRETE (Cu. N.) CONCRETE (cu. ft.) CONCRETE (cu. ft.) CONCRETE (cu.ItI CONCRETE (cu.ft.) CONCRETE (OL ft) 2 0-3 0.5 0.5 0 S 0.5 0.5 3 I 1.0 1 0 1 0 1 0 _ I. 4 1.2 1 0 1.0 1 0 1 0 _ 1 0 6 2.6 14 1 I.0 1 0 1 0 6 46 2.5 I ] 1.0 S.3 3.3 1 0 1 7. 3 3.9 1 2. 0 1 0 1 5.9 _ 3. 9 1 2 1 IO 0 1 3 T 1 2 9 1 . 3 1 7 7 T 1 14 14 2 1 7 7 1 3.9 1 Z.0 10.0 IO.O 16 I1.5 100 36 2.6 13.4 _ 13.4 �a 234 12 T 6.3 3.3 166 16.6 20 ZB.S 13 6 1 &0 1 4.7 1 20.0 200 24 41 7 1 22.3 1 10.2 1 S 9 129.0 _ 29. CALCULATtOMS BASED ON ISO PS I PRESSURE AND 2000 PS F SOIL BEARING VALUES I THRUST BLOCKS SMALL eE FORMED AND POURED AGAINST UND13TUIRGEO SOIL KEEP "T'BOLTS CLEAR OF CONCRETE, WRAPPED IN VISOUEEN FOR FUTURE ACCESS 2 BEFORE POURING, PLUGS SMALL BE WRAPPED WITH VISOUEEN AND A SOARD ►LACED Rf FRONT 3, CONCRETE SMALL SE 250O PSI WN. TYPICAL THRUST BLOCKS FOR PRESSURE PIPING WYE BRANCII TEE BRANCH ALTERNATEI ADDITIONAL RISER AND BEND ,I WHERE GREATER SEWER OEPTln,a� -i-r-n / MIN. ,*Pvc PIPE ,Vf- SLOPE OI' TO IL �./FT uIN MAKE SERVICE SAKI TARi CONNECTION At R/W LI / SEWER MAIN 1 MIN SERVICE LINE !I �_ PROPERTY LINE 3 / `IA LLT.CTnDNO >•ARFEn I AT PLUG. V.l.-R/W UN EASE M£rR LI NOTL SERVICE IJUTEAALS SHALL TERMINATE AT A AT A DEPTH OFOWEET, PLUGGED WATERTIGHT AND MARKED WITH A 2'. 2' TREATED STAof AND A.P.C.ELECTRONIC MARKER. TYPICAL SEWER SERVICE CONNECTION an' HI. 1 GENERAL NOTES DEFINITIONS ' "` 1 UTILITIES THE AFORT PIERCE UTILITIES' DEPARTMENT 2 CONTRACTOR UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS I 3 ENGINEER DEVELOPER'S -&NGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION PROCEDURE 1. A PRE CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL. BE ATTENDED BY THE UTILITIES CONTRACTOR, ENGINEER AND OTHER INTERESTED PARTIES. 2. ANY REVISIONS TO THE APPROVED PLANS SHALL BE CALLED TO THE AT- .-ENTION OF THE COUNTY PRIOR TO THE PRE CONSTRUCTION MEETING. REVISED PLANS MUST BE APPROVED PRIOR TO THE MEETING. 3. THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING OF THE PRE CONSTRUCTION MEETING. 4. ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION (DOT, HEALTH DEPARTMENT, COUNTY ENGINEER, ETC I. ' S THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION PLANS ON SITE. 6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED PRIOR TO CONSTRUCTION. SUBSTITUTE MATERIALS SHALL NOT BE APPROVED AFTER DELIVERY TO THE JOB SITE. ALL REQUESTS FOR MATERIAL SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB SITE. 7 THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE APPROVED PLANS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. APPROVAL OF DEVELOPMENT PLANS BY THE COUNTY IN NO WAY IMPLIES VERIFICATION OF THE ACCURACY OF THOSE PLANS OR FEATURES DEPICTED THEREON. ANY DISCREPANCY IN OR VARIATIGN FROM THE APPROVED PLANS IS TO BE BROUGHT TU THE ATTENTION OF THE COUNTY BY THE ENGINEER AND CONTRACTOR 8 THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY 'i0 PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. 9 THE CONTRACTOR SHALL 9E RESPONSIBLE FOR OBTAINING LOCATIONS FOR ALL OTHER U; ILITY FACILITIES. 10 THE CONTRACTOR OR ENGINEER. SHALL SCKEDULE INSPECTIONS AND TESTS A MINIMUM OF 24 48 HOURS IN ADVANCE. 11. NO CONNECTION TO OR ANY OTHER CONSTRUCTION SHALL BE PERFORMED ON AN EXISTING COUNTY MAIN OR STRUC-UPE WITHOUT THE PRESENCE OF A COUNTY INSPECTOR 12 FACILITIES PROPOSED HEREIN SHALL BE CONSTRUC:TF D IN ACCORFANCE WITH THE APPROVED PLANS AND COUNTY MIAJMUM STANDARDS CONFLICTS BETWEEN THE PRECEDING DOCUMENTS MOULD BE CALLED TO THE ATTENTION OF THE COUNTY FOR RESOI_UTIOIA DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE: BY THE UTILITIES 13 UPON COMPLETION OF CONSTRUCTION, A FINAL INSPEC710N SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLAIIS AND SPECIFICATIONS. PRESSURE PIPE NOTES 1 THERE SHALL BE 30"MINIMUM COVER FROM FINISHED GRADE TO TOP OF PIPE 2 THREE INCH (3" AND FOUR INCH (4") DUCTIL: IRON PIPE (DIP) SHALL BE CLASS 51, CEMENT LINED SIX INCH (6'I) OR LARGER DIP SHALL BE CLASS 50, CEMENT LINED 3 PVC PRESSURE PIPE SHALL BE C 900, SDR 18, 150 PSI 4 ALL FITTINGS SHALL BE CAST OR DUCTILE IRON WITH MECHANICAL JOINTS AND CEMENT OR EPDXY LINING 5 WATER MAIN AND SEWAGE FORCE MAIN VALVES 10 INCHES AND SMALLER SHALL BE RESILIENT SEAT GATE VALVES TWELVE INCH ( 12") FORCE A1AIN VALVES SHALL BE RESILIENT SEAT GATE VALVES LARGER FORCE MAIN VALVES SHALL BE DOUBLE DISC GATE VALVES. WATER MAIN VALVES LARGER THAN 10 INCHES SHALL BE BUTTERFLY VALVES b ALL TRENCHING, PIPE LAYING, BACKFILL, PRESSURE TESTING AND GLANDS PLACE 4'03'REDUCER WITH 3'FLANGED ENO ON BOTH SIDES OF DISINFECTION MUST COMPLY WITH UTILITIESAND HEALTH DEPARTMENT THE METER STANDARDS. I� �Lunal O o'_o, 0._0 a WATER MAIN ' - SEE NOTE DUCTILE IRON PIPE AS NECESSARY SANITARY SEWER MAIN `o ! 1 0 Is o: 0 0I R Io NOTES_ 1. A WATER MAIN SHOULD CROSS OVER CONFLICT PIPES WHEREVER POSSIBLE, MAINTAINING 30 INCHES OF COVER AND 6 INCHES OF SEPARATION AS MINIMUMS. 2. WHEREVER A WATER MAIN CROSSED UNDER A SEWER MAIN OR CROSS OVER WITH LESS THAN 18 INCHES VERTICAL SEPARATION, THEN DIP SHALL BE USED FOR BOTH PIPES FOR A DISTANCE OF 20 FEET CENTERED ON CROSSING WITH NO JOINTS WITHIN 8 FEET OF THE CROSSING. 3. 18 INCHES SEPARATION SHOULD BE MAINTAINED BETWEEN ALL PIPES (STORM, WATER, SEWER) WHENEVER POSSIBLE_ 6 INCHES IS THE ABSOLUTE MINIMUM SEPARATION WITH THE USE OF DIP REQUIRED FOR ANY SEPARATION OF LESS THAN 18 INCHES. 4. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAINS AS A MINIMUM. 5. FORCE MAINS CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN THE PIPES _ » FORCE MAIN WITH THE WATER MAIN CROSSING OVER THE WATER MAIN SANITARY SEWER', CONFLICT Fpp(��y PIERCE BY CONTRACTOR BY UTILITIES BY CONTRACTOR BOX N METER ONLY I IZ" 17 in 12" FLOW I � V 6_ "flA 12 MAAMAA FINISHE7 ."TRADE > NE i a i1w w 0 0 `olo in, u NL NOTES I ALL SERVICE PIPING SHALL BE 4"DUCTILE !RON WITH 4.-GATE VALVES AND VALVE BOXES 2 METER BOX SMALL BE BROOKS N966 OR EQUAL J 3 CONTRACTOR SMALL END AT PLUG OR VALVE APPROX BFEET FROM METER STAKE, CLEANLY RESTRAINED FOR READY ACCESSIBILITY BY COUNTY FOR EXTENSION TO METER 4 ALL FITTINGS SMALL BE MECHANICAL JOINT WITH TIE -RODS AND RETAINER 1 - MINIMUM PIPE SIZE - 4 Inch 2 - MINIMUM 3 ft. 'IE'rdi CLEANOUT ANTI 'ID'J SF; tI "^I.NG' 3 - FLEXIBLE COUPLINGS PERMIT'TF.D ON V.C.P. ONLY CLEANOUT TO BE EXPOSED 0.5 Co 2 inch�S ABOVE FINISHED GRADE BRASS PLUG ONLY IN CLEANOUT 6 - 1% SLOPE TO MAIN NO FITTINGS BETWEEN CLEANOUT AND LATERAL TYPICAL CLEANOUT 311 METER No. (Date 18y IAprv. (Revision Description Oil 9 3 1992 CUNNINGHAM 6 DURRANCE CONSULTING ENGINEERS INC. WEST PALM BEACH, FLORIDA VISTANA'S BEACH CLUB PHASE II FOR V I STANA DEVELOPMENT, LTD. WATER & WASTEWATER DETAILS DESIM MAN CHECKED Ill. ! OIUMIN6 ND. DATE 9CKE 1PPHDYED FILE W SHEET � OF ,•- �u/42 N TS _. ,+ y e rwIING �T ULMUNAIEU UN FLAN Dt ... rcu�n ONLY bra ovr W.C' ^A2 FTO-25 D.O.T. HANDICAP PARK 4 SI � r�r- r ra -newsv.L v.r.�ri'Pmr v,a.Ll- ELEVATION i �L �u cFsw maw weaE PLAN VIEW SECTION r PERIMETER WALL ADDITION NOT TO SCALE CONA NT ASSOCIATES INCORPORATED 455 South Orange Ave. Suite 501 Orlando, Florida 32801-3355 Phone: (40� 648-2225 PHASE II SITE PLAN D.w: 8/5/92 " 1" = 20' D.. TMM/JCK Ch.":KRC Nor NOTES: [FOOL DECK: s 4" CONCRETE POOL DECK BELOW TOP LAYER OF CONCRETE PAVERS. F: • PAVERS TO BE HOLLAND STONE CONCRETE PAVERS - COLORMIX III - AS = MANUFACTURED BY PAVER SYSTEMS, INC. OF PALM BEACH ARE TO BE LAID ON ONE INCH SAND SETTING BED LAYER ABOVE CONCRETE SLAB. ©TREE PLANTER DETAIL • A 30" DIAMETER PERFECT CIRCLE SHALL BE BLOCKED OUT OF CONCRETE SLAB IN POSITION SHOWN ON PLAN FOR PALM PLANTER. SEE ;. DETAIL & ON SHEET LA12 ' MPOOL COPING INTEGRAL COLOR CONCRETE POOL COPING FLU5H WITH ADJACENT POOL DECK PAVERS. CONCRETE COLOR TO BE L.M. SCOFIELD CHROMIX ADMIXTURES *C-12 MESA BEIGE, FINISH TO BE SMOOTH TROWEL FINISH. MPOOL TILE • WATERLINE: 6X6 &6X6 MUD 13ULLNOSE *A3602-051 'TEAL' FROM MID -STATE TILE 2X2 *R-17'SEA MIST' FROM AMERICAN OLEAN. ©DECK DRAINS • ALL DECK DRAIN SYSTEMS TO BE NDS COMPOSITE DRAINAGE STRUCTURES (STRIP, DECK AND YARD INLETS) AS NOTED ON DETAILS. ALL PIPE TO BE SCHEDULE 40 PVC. ®POOL VOLLEYBALL SYNTHETIC MATERIAL POOL VOLLEYBALL NET STRUNG BETWEEN TWO r STAINLESS STEEL REMOVABLE STANCHIONS ON OPPOSITE SIDES OF - - POOL. ®NTEGKAL COLOR CONCRETE WALK. INTEGRAL COLOR CONCRETE WALK ADJACENT TO CURB AT MOTORCOURT ' CIRCLE. CONCRETE COLOR TO BE L.M. SCOFIELD CHROMIX ADMIXTURES *C-12 MESA BEIGE, ROCKSALT FINISH. T. PINE TRELLIS STRUCTURE ABOVE POOL DECK BOLTING FASTENERS ARE TO BE HOT -DIPPED GALVANIZED. ALL /L SCREWS ARE TO BE STAINLESS STEEL. Imm C,C.C.L. 6'- 0" NOTE CENTERLINE OF BOARDWALK EXTENSION TO LINE UP WITH CENTERLINE OF EXISTING BOARDWALK AND GAZEBO —1[lr`54k : -b av mil �- is to ! IiIt rr �s,131= SEE DETAILS ON SHEET LAIR FOR TRELLIS' STRUCTURE & DETAIL ft LAIA FOR RAILING/FEN ALONG BOARDWALK AT WOOD DECK. t�IP-I'�a OlI'fFn.— Ou-TFAL— 1w, co HEATERS sw � POOL/5PA POOL P ® VAK PAK VAK PAC, OU E SCREEN WAI-4 - 5EE ARCHITECTURAL PLANS FOR DETAIL'S RAILING CAP 1 3/4' X 1" CHANNEL (TYP) 1 3/4" SQ, P05TS 1' 50. PICKETTS 0 CV O CO o POOL FENCE SECTION ® WALL tag In ALUMINUM POOL RINSE SHOWER 6 a 5 7,- 5" 4T _ _.._.... _.... +. 7- 1/2" ❑1 o 7..50' 4'- 4' WADING 1&- 7" R.POOL 1' Q / 7- 7'SH v A�31-00 LDP ND / rjirlrMr 't 14' 8" R _...---_ _...._. __.. .... _....... +7 7.50' \ �, SHALLOW END 3'-0" DEEP r 7.96 SCALE: 3/4"=1' I_..__.. _ _ ... __ ... _ _/ ` _ ._._ _..__. __ 4'- 9" - } PLANTING 6- 0' 11 I' 1 STAINLESS STE", TO.C. 7.9' 2 HANDRAILS At it O.W. 7.9' POOL STEPS r l LIFE H / BUOY MOU t in /Oc ON FENCE ADJAC ; �,. INLET RI 1 7.38 5.03 2 7.3& 4,&0 3 7.42 4.90 4 7.46 5.03 5 7,47 5,13 6 7.46 5.24 7 7.48 5.30 7.45 5.40 9 L8 7,5.5 5.58 10 7.40 5.40 FOSTER cO NANT L 6..YtJCI i 1 E5 INCORPORATED 455 South Orange Ave. Suite 501 Orlando, Florida 32WI-3355 Phone: (407) 648-2225 Fax: (407) 648-0175 1/ s.r Z� Y� V r Vn • • - " Yv0 R� • I • � �1�..��1 I� f tt r., x 3yw r • r. � lA IIIIIi-IIIIII=IIIII� �IIIII-I�I��I=. . I�C.�� I■It■■■■■■■■■■■ _—___—= ■ a•, \■■■■■■■■■■■\■■■■■ .............MEN IIIIII -IIIII .��..��. 1■■■■■►/■■■■■■■� IIIIII-II►III_illlll _�II�II— E; 1■■■■��■■■■■■■� I.��■■■■■■■■■■■■■■■■■■■■■■■■■■■��■■■.I IIIIII IIIIII IIIIIIE 4 N POOL STEPS _ 6'-0" HANDRAIL WIDTH 1/2" EXPANSION JOINT 12' POOL DECK SEE LA1.1 PLASTIC EXPANSION JOINT SKIMMER PVC PIPE - FROM WATER SOURCE --- 0 PUMP & RECIRCULATION SYSTEM WADING POOL W/ SPLASH FOUNTAIN .ii ......... ..,.',.'0 r r _IIIIII= =1111U.III N1 �s�,�t�,r • • r • r • ', r I DECK DRAINS POOL DECK CONCRETE POOL WI PAVERS LADDER TO TERMINATE IN CENTER OF BOTTOM STEP LATICKETE #9235 COATING BETWEEN CONCRETE & TILE ON COLUMN HALL FOUNTAINS #J-22 MULTIPLE STREAM JET SET INTO CONCRETE TOP OF COLUMN. TROWEL FIN15H CONC. POOL BOTTOM DRAINS - 2 - TO FEED INTO SAME RETURN PIPE TO EQUIPMENT 2X2 TILES - AMERICAN OLEAN OR DAL-TILI CERAMIC - COLOR TO BE SPECIFIED ON LA __— POURED CONCRETE COLUMN W/ 4" DIA. STEEL 5LEPE THKU CENTER DRAIN & RETURN LINE TO PUMP EQUIP. I\IrrC0AI nnl n /n\In k.(.yp�sr" " ✓t$; STAINLESS STEEL FIGURE'4' GRAB RAILS (2 PER WALL STEPS) BRONZE ANCHOR SOCKET & 5TAINLE55 STEEL ESCUTCHEON PLATE 0 INTEGRAL COLOR CONCRETE COPING OVER STRUCTURAL POOL SHELL. SMOOTH TROWEL FINISH TOP HAND RUBBED FACE & EDGES SEE DETAIL NOTES FOR COLOR i 6X6 TILE FOSTER C®N_ Y T WATERLINE ' ASSOCIATES 6X6 WATERLINE TILE INCORPORATED 455 South Orange Ave. Suite 501 PREFORMED FOAM &PLASTIC Orlando, Florida 32801-3355 IN -WALL STEP TREADS COLOR TO CONTRAST MARCITE Phone: (407) 648-2225 Fax: (407) 648-0175 WHITE MARCITE FINISH s. THICKENED POOL SHELL INWALL STEPS FIGURE W GRAB RAILS SCALE: 1 "=1' CONCRETE STANDING CURB TO MATCH POOL COPING MINI-5PEE-D CHANNEL DRAIN AS MANUFACTURED BY NATIONAL DIVERSIFIED SALES 2455 TELLER RD. NEW15URY PARK, CA 91320 (800) 235-3533 11 w� SCALE 1-1/2"=1' 1' 1. POOL PLANS ARE INTENDED TO PROVIDE DESIGN INTENT ONLY, IT I5 h THE RESPONSIBILITY OF THE POOL ENGINEER TO PROVIDE CERTIFIED ENGINEERING DOCUMENTS FOR PERMITTING OF POOL STRUCTURE AND SYSTEMS. THESE DRAWINGS SHALL BE SUBMITTED TO AND APPROVED j' I; BY THE LANDSCAPE ARCHITECT, HEALTH DEPARTMENT, AND BUILDING DEPARTMENT. 2. SEE CIVIL DRAWINGS FOR CIVIL 51TE DRAINAGE SYSTEM. 3, SLOPE POOL DECK 3% CONTINUOUSLY FROM POOL COPING FOR A j I MINIMUM DISTANCE OF 4', THEREAFTER THE DECK SHALL SLOPE AT 1.5% jOK A5 SHOWN ON PLAN. 4. THE POOL CONTRACTOR SHALL TAKE SPECIAL CARE TO COORDINATE HIS CONSTRUCTION ACTIYITIE5 WITH ALL OTHER CONSTRUCTION TRADES N I 0 SITE, r, 5. POOL CONTRACTOR SHALL BE RESPONSIBLE FOR HOOKING UP POOL TO PROYIDE A COMPLETE, FINISHED WORKING 5Y5TEM 6, POOL TILE COLORS TO BE WATERLINE I 6x6 & 6x6 MUD 13ULLN05E #A3602-051 TEAL' FROM MID STATE TILE GUTTER: 2x2 #K-17'5EA MIST FROM AMERICAN OLEAN. N• NAI AGU/YI, P H A S E I I HARDSCAPE AMENITIES POOL DETAILS SCALE: 1 "=1' SCALE: 1 "=1' ,�t.M-.E.�:Yt ,.�`ms� +,�, 'i,_s�F, Fes,.^.E�sxi . �`'. r , ,t^v. +-5 .R. .k. _ ' a..�`, t .._ :�'ki„ �.. h..v�,c. .aam�3,.a ., a,... ._Y. ;e.... ,.� ..we'➢.,.�. -- 5HADE/CANOPY A4�- STRUCTURE - SEE ARCHITECTURAL PLANS FOR DETAILS. 6'- 8" T- S E ARCH PUANS FOR T' 6- 0' n 6- 0" 6- 0" J.:: i a , e .. .. ,.1 �.. -:w ....- ,. ,.. �. .F ', a .. .. e v'�i w '.i :.i.r. a, S h E p� [ $ ,q..y `}'l ":.. 1 . Irv.. a Fn J �aF r ..., ..n , v Xw.. ... �,. ...,. a.. 51F .«�. -..A. if _. .. 3 ♦. vi. ... .. .. .0 by a� yt� [�,a � .. r .. .. - .... �,? �..1 , ., ..... v..- ......... ... . � P . .. ,. f. ....5n ,e IV v . ee M„s,. 1Ce. PY i...: wfi ..., !d. '` ,- ,.> W .. ,1 uM•'. ..- � ... N� t4,: ,. .:. ....Y .. F. . .... e, .. ,.. ,.-. .. ..�' .... .. k1k .: ..,.a ., bn ,. -.F p,w.i .`x�+k"JI NY'.... "TIN. .:. , k'... r.... 14.. .. i6nx F p RAMIPDOWN FROM BOARDWALK--_____--- { STEPS DOWN INTO BOTTOM OF ELEVATION TO PICNIC: ELEVATION. ^ a sr�'",� T. ': ,� ,»,.�.,a w..:.»,..w.,y.r+•»q.:+�..+.i.. S I L VATI N RETENTION POND (ELEVATION 0 12:1 MAX SLOPE,— .;;. ".r c',+, "-':+,41?�:; :. fxr'�,:P 1, - .:. Lf � s � +4.0 +TF, •rv� Y ,r, �� w �' {:t.i".,x. 0 (top of deck) PROPOSED EXISTING �,w .. v v' �.,. I }� a 2X6 DECK BOARDS 84Ow 8- 0" 8'- 0• 31 8• 8' 0' 8'- 0" 8'- 0" 8' 0" b.-01, 81_ 8,_ DII 724 0 0 4 0 T- OR - - HEADEK/JOIST BOLTED t0 WALL f.--- — —_' — -1 � 8" I EXISTING FACE 'iI i _ STEPS _ r ... _ _ r_......_. ............. -_ -... BEAM HEADER BOLTED TO WALL . eIrl v i1f i ll —�- _ - I ---- i --� o RUBBLE RETAINING WALL o TRELLIS ABOVE BEYOND SEE DETAILS 7-9 _I SHEET LA 1,k MATCH STAIRS AND RAILING TO EXISTING "� o S' x INTEGRAL COLOR � - c� GI I• . . CONCRETE WALK' 2X12 BEAMS- 0 0♦ ' SEE SHEET LA 0 FOR LAYOUT i{r 45 Y l : � x Ar i 1,4• I ., • yt I �x�i3,�µl , ML , � : :1 y ..h, t , � III f 4 Y v r, 1 �V 1. i. } G .-...-.. _.-... _. .-. tl � 1 •, - u o- v.8...:„"x .. } .r...:.. `..�......, ...... .' ... ,..+: '. ew , ^., „': "'u'u. `,L:? 2'. .-.,:>n. .. e,. }',... a� L a .. .. II Z �' A Nt 1 c £y�yy I Y y "t h M1Y k 1 4 kL q n- -- -- 2X6 RAIL W/ 1/2" CHAMFER 2X4 RAIL W11/2" CHAMFER - 4X4 RAILING POSTS pI 2X8 TOP RAIL W/ 3/4" CHAMFER " Filialmm amIiIiIi��i��G�C�i��la , . i • J015T LONG BOARDS I , AT . SEE FRAMING PLAN O, D''e DIMENSIONS CLA55 4 POLE WOOD PILINGS 2X10 BEAMS -1 VARIES SEE PLAN BOARDWALK STEP E EN ION - ia! ®pie L �e e�e�e e ■ a�e LXCO DECK BOARDS 2XIO JOISTS w _v z 0 2X12 BEAMS "I 15 N V OO - 4X4 RAILING POST 2'.X8 RAIL CAP - -- 2X6 RAIL - - 2X4 RAIL 1/2" CHAMFER ON STEP N05INGS -- 2X8 & 2X6 STEP TREAD BOARDS -- STRINGER EXTENSION 2X14 STRINGERS 112" DIA, MACHINE BOLTS W/ HEX NUTS & WASHERS SCALE:1/2"=1' y 2X8 TOP RAIL IW/ 15' PITCH 3/4" CHAMFER t 2X6 RAIL W/ 1/2" CHAMFER 2X4 RAIL W/ 1/2" CHAMFER —� 4X4 RAILING POSTS - — 2X2 PICKETS - 2X4 KICK PLATE 2X6 DECK BOARDS 2X10 JOIST SPLICE BOAR AT JOINTS CHARCOAL HOLLAND STONE PAVERS TURNED ON END AND 5ET TIGHT TO STAND 3" ABOVE ADJACENT DECK ELEVATION. ADD CONCRETE RING AROUND EDGES TO HELP SECURE VERTICAL PAVERS,--- p POOL DECK PLANTER DETAIL BOARDWALK SECTION AT WALL . a." PAVERS ON 1" SAND SETTING BED ON 4" CONC SLAB WOOD RAILING j lg x SYSTEM BEYOND � ,, "l°c lw„1 It�L 2X6 DECK BOARDSrv� 01 f _ 40 MNIKRM 4X8 CONCRETE SLEEPER SPACED 4' o . O.C.ALONG DECK , & R % yx 8" CMU #4 BAR IN FILLED CELL 4' O.C, 1" PVC WEEP HOLE 10'-0" O.C. — EXTRUDED POLYSTYRENE PROTECTION BOARD ,K . gu _ 90 A.C.I. HOOK - —il— .= neoc cnunku lnllc i 1 ,111 FOSTER NOR ' <ff'CONANT ASSOCIATES INCORPORATED 455 South Orange Ave. Suite 501 Orlando, • •. 32801-3355 Phone: / 648-2225 t' SCALE 1"=1'-O" 2X6 DECK BOARDS 51TUTHENE MASTIC AT TOP & 'r BOTTOM OF MEMBRANE } HEADER/JOIST BOLTED TO WALL FACE BEAM HEADER BOLTED TO WALL FACE & LLM 3000E LIQUID MEMBRANE ATTATCHED WITH GAILY. BEAM HANGERS BY 51MP50N STRONG TIE. - LUSH DECK &BOARDWALK SURFACE ELEV. 7.5' i. SOIL SHALL HAVE A MINIMUM ALLOWANCE 501L BEARING 1/2" MACHINE BOLTS PRESSURE OF 200 P5F W/ HEX NUTS & WASHERS AT RAILING POSTS 2. CONCRETE 3000 P51 0 28 DAYS 8"CMU 3. MASONRY: ASTM C-90 WITH #5 BAR IN FILLED CELL 4' O.C. 28 DAYS PRISM STRENGTH OF I 2000 PSI USING TYPEMOR5 - 2-3/4 '' '' MACHINE BOLTS � I I W/ HEX NUTS & WASHERS MORTAR COUNTERSUNK WHERE VISIBLE 2X12 BEAMS FROM OUTSIDE OF DECK 4, KEBAR: GRADE 60 1" PVC WEEP HOLE 10' 0" O.C, * , JIM kTRUDED -- GLASS 4 POLE (1YP.) 5, WIND LOADS IN POLYSTYRENE Rx CONFORMANCE WITH 55C 85 PROVIDE 1/2 VERT PROTECTION EXPANSION JOINT , EDITION 100 MPH REGION. NOTES BOARD ® 24' O.C. MAX ;r' 1. ALL WOOD MEMBERS ARE { "a — - TO BE P.T. SOUTHERN - 90 A.C.I HOOK YELLOW PINE 2, ALL 80LTS ARE TO #5 BARS CONTINUOUS BE 'STAINLr 5TEEL- ALL If 5CREW5 ARE TO BE STAINLESS ' a a #5 BAR CONTINUOUS STEEL BOTTOM _ b 3. ALL SPLICE BOARDS ON 3" CLEA a JOISTS ARE TO FALL AT PILINGS MIN. 4. ALL 2X6 DECKING BOARDS 2--4" ARE TO BE FASTENED AT EACH -- ------ -- II JOIST W/ 2 3" S FLAT -HEAD DECK SCREW5(PRE-DRILLED). BOARDWALK SECTION AT EDGE OF POOL DECK SCALE: 3141=1' GENERAL WOOD STRUCTURE NOTES: 1. ALL ROUND SUPPORT PILINGS ARE TO BE CLASS 44. 6" DIAMETER WOOD IN CONFORMANCE WITH AN5105.1-1979, PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD M-6 AND DRIVEN A MINIMUM OF 8'-0" BELOW GRADE. 2. ALL SQUARE TRELLIS AND GAZEBO SUPPORT PILINGS ARE TO BE &X8 #2 SOUTHERN YELLOW PINE EMBEDDED 6'-0" MIN, INTO GROUND AND SHALL BE PRESSURE TREATED IN CONFORMANCE WITH - AWPA STANDARD C-2. ALL OTHER WOOD MEMBERS ARE TO BE PRESSURE TREATED SOUTHERN .T YELLOW PINE TREATED WITH CCA TYPE WATERBORNE PRESERVATIVE APPLIED IN CONFORMANCE WITH AWPA STANDARD C-2 AND SHOULD CARRY THE QUALITY MARK LP-2 FOR A50VE GROUND MEMBERS #5 BAR CONTINUOUS OR LP-22 FOR MEMBER5 OTHER THAN F05TS ALREADY DESCRIBED IN CONTACT WITH THE GROUND. 4" GRAY CONCRETE SLAB 3. ALL FASTENERS SHALL BE 5TAINLE55 STEEL AND ARE TO BE COUNTERSUNK WHERE VISIBLE FROM BOARDWALK AREAS OR A5 SHOWN ON THE PLANS. 2' 0" 1" SAND SETTING BED 4, ALL BOLTS SHALL BE IN CONFORMANCE WITH ASTM A307. ALL EXPOSED BOLT AND NUT SURFACES ;' SHALL BE COATED WITH AN ASPHALTIC COATING, BOLTS SHALL BE SPACED EQUALLY AND SHALL NOT }� BE CLOSER THAN 4 BOLT DIAMETERS FROM THE EDGE OF THE LUMBER, 5. DESIGN LOADS: A. ROOF LIVE LOAD (GAZEBO) =20 P5F B. FLOOR LIVE LOAD (GAZEBO) = 100 P5F �. C. FLOOR LIVE LOAD (BOARDWALK) =1 00 P5F D, WIND LOADS IN CONFORMANCE W155C 110 MPH REGION COASTAL EXPOSURE Q'\WOOD STRUCTURE CONSTRUCTION NOTES: E. 1/2"=1' \,U% SCALE V=1'-O" PHASE HARDSCAPE AMENITIES PLAN & DETAILS BOARDWALK RICHARDSON ENGINEERING 131 Zelma Street Orlando, Fl 32803 407/ 425-4002 8/5/92 •' AS SHOWN TMM RRC r»I,n LA1.3 C • ,, fix:. , ��,, I'�t 1�1� I �; It i�l� � ��. .� �:;� �.� , rVt.R' r'4` i S Y l f t � d �i i t 2x DIAMETER = OF ROOT BALL SHRUB PLANTING DETAIL' ry F } T`J-.. d„r '+.. '• . P I e .. NOT: f i }. �� CONTRACTOR SHALL ASSURE_ ' PERCOLATION OF ALL ' R PLANTING PITS PRIOR TO .. INSTALLATION r r. t : PRUAE ANC) TIE FRONDS WITH HEMP TWINE. ALL d PALMS SHALL HAVE MIN. �; 41 I - 11 5 LIVE HEALTHY FRONDS -It TWO LAYERS OF BURLAP TO PROTECT TRUNK TWO STEEL BANDS TO SECURE BATTONS, r I FIVE 2'x4'xl8' p WOOD BATTONS i 3 - 2'x4' WOOK BRACES (TOE NAIL TO BATTONS) k 2' MIN. CYPRESS MULCH I TJ SOIL BERM TO HOLD WATEk ; / GRADE rFINISHED (SEE GRADING PLAN) r _ INA III II jl IflCt - I I ` ; I flllll =1111i IIIII BACKFILL. FROM SITE °/' II� 1 I.` WASHINGTONIA PALM PLANTING & STAKING DETAIL 5�7�u bff It I SABAL PALM PLANT — Reno TO RrMA/N rIEO UP W/ DEGRAOAPLE rWiNZ UNT7L FALYI FUa'fE9 /r 0-EN I TRUNK /5 rO X VERT7GAL UNLE99 OrHEM--Z NOTED q" 7AUGCR OCK71 M1LCI7 TREE F77' rO PC ntOGE D/Al9ETER Cr 9007- GO"YAGTED --<.7L F77'Cn rOORAIN FULVMaV PACXnLL FW5V GRADE DETAIL REINFORCED BLACK RUBBER H05E GAILY. CABLE CLAMPS (2 PER CABLE) . GALVANIZED AIRCRAFT -GRADE GUYING CABLE - 51ZED AS NOTED BELOW (3 REQUIRED - 120° APART) 12" LONG WHITE FLAGGING TAPE 3/8" x 3" ZJNC-PLATEO TURNBUCKLE ' BASE OF TIME SHALL BE PLANTED SLIGHTLY ABOVE ADJACENT FINISH GRADE KEMO✓E ALL TWINE 6 STRAPS Q CUT BURLAP FROM TOP 1/3 OF ROOTBALL 1-1/2" TO Z' SHREDDED CYPPE55 MULCH DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL - ROUGHEN SIDES OF TREE PIT 3" HIGH SOIL SAUCER 'PULVERIZED SOIL 15ACKFILL EXISTING UNDISTURBED 5UBGKADE DUCKBILL' ANCHOR •UP TO 6'CALIPER TREES - MODEL #68 (W/ 10' CABLES 6 CLAMPS) • 6+" TO 10' CALIPER TREES - TREE PLANTING DETAIL MODEL IIBB(W/3/16'CABLES & CLAMPS) I NOTE SECURE BATTENS W/2 3/4 HI CARBON STEEL BANDS TO HOLD BATTENS IN PLACE DURING PLANTING PROCESS. , DO NOT NAIL BATTENS TO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM, FOR ADEQUATE BRACING. 5-LAYERS OF BURLAP W000 BATTENS STEEL BANG 12MM SHREDDED CYPRESS MULCH 1 1/2'-2' —PULVERIZED SOIL BACKFILL -- MIN.3-(2'X4') WOOD BRACES I I i { I I 4 11 i I i I I i i i s i Seal ORevisions: PHASE it LANDSCAPE DETAILS, PLANT LIST & NOTES ow: 8/5/92 • NTS 1CK cy `•d KKC LA2.2 TREES AND SHRUBS. : - INSTALLED,IN VALVE BOXES. 2 ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 24" 1t' ANY PIPING -SHOWN OUTSIDE THE PROPEPTY LINE OK RUNNING OUTSIDE A OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES OF 18" OF COVER. SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LAN05CAPE ` a ALL POP•UP ROTORS AND SPRAY5 SHALL BE INSTALLED USING AN 18" AREAS. - PVC FLEX PIPE CONNECTION. f 12, ALL RISERS SHALL BE (LACED A MINIMUM OF 12" FROM ANY SIDEWALK, 4. ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES PATIO OR ROAD. AND BUILDING WALLS. 1;5. THE EXACT HEIGTH OF ANY 12" POP•UP THAT OCCURS IN A SHRUB AKEA 5, THROTTLE VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. Q ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH 14. THE CONTRACTOR SHALL EXERCISE CARE 50 AS NOT TO DAMAGE x TORO 570 SERIES SHRUB SPRAY ONSCHAO RISER,INSTALL 4• ABOVE PLANT MAT. HT O TORO 570 4' POP-UP ON FLEX PIPE; TORO 570 12'P,OP-UP ON FLEX PIPE RAINBIRD ELECTRIC VALVE 2 OR APPROVED EQUAL(SIZE AS SHOWN) --- MAINLINE (SIZE AS SHOWN) 2' PVC CLAMPS. EXISTING UTILITIES. THE CONTRACTOR SHALL BE RE.�PONSIBLE FOR L ALL RISERS SHALL ME PAINTED A COLOR CHOSEN BY THE LANDSCAPE DETERMING THE LOCATION OF ALL UNDERGROUND U" ILITIES. THE PLACE ALL BUBBLERS ON A 4" RISER. ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS OF SEE DETAIL D. ALL CONTROL MARE SPLICES SHALL BE MADE IN VALVE BOXES U51NG ANY DAMAGE CAUSED BY H15 WORK. 0 SNAP- TIrE CONNECTORS AND SEALANT. T5. IF THE WATER SOURCE FOR IRRIGATION IS A7.lEMK. IT SHALL BE ®. THE CONTRACTOR SHALL PREPARE AN AS -MILT DRAWING ON A CCC '''TT' SEE THE BUBBLER DETAIL_ - SUPPUED BY THE OWNER REPRODUCIBLE PAPER SHO WING LOCATIONS OF ALL INSTALLATION THAT Xg ALL WORK SHALL BE GUARANTEED FOR ONE YAR FROM THE: DATE OF FOR THESE HEADS. R ATT FrnLA THE T)r AMAAIrA T}IF T)PAM Mr. rHAI I I (It'ATF AI t - SPECAD, PSI GRN RADIUS PATTERN A 570-15-f 30 4.0 15' FULL B 570-15-270 30 3.0 15' THREE QUARTER C 570-15-240 30 2.6 15, TWO THIRD D 570-I5-H 30 2.0 15' HALF E 570-15-120 30 1.4 15' ONE THIRD F 570-15-0 30 1.0 15, QUARTER G 570- 4-EST 30 .60 41X15' END STRIP H 570- 4-CST 30 1.21 VX30' CENTER STRIP J S16-30 10 1 .50 4.5' STRIP BUBBLER K 570-10-FLA 30 1 20 12' FULL L 570-9-SST 30 1.0 91X18' SIDE STRIP ' N 57D-4-SST 30 1.45 4'X30' SIDE STRIP. N 570-10-HLA 30 1.0 12' HALF ' P'570-12-120 25 .80 -12' ONE THIRD R 570-10-OLA 30 '.50 12' QUARTER S570-FSF 30 2.89 8' FULL T 570-FSH 30 1.57 8' HALF U 570-FSO 30 .88 8' 0 ART R V 570-12-270 1 25 1.50 THR 0 ART N 514-20 1 30 4 T A X 516-30 1 10 .5 4.5' STRIP BUBBL R Y 512-30 1 10 1.0 4.5' HALF BUBBLER. 2 511-30 10 .5 4.5' QUARTER BUBBLER miala, WALL P 1 L O BUILDING ' `•'••-•. CYRS 011 WALL FINISH GRADE i q' POP-UP SPRAY MEAD • —� , \ PVC SCH, 40 RISER • PAINT COLOR PVC STREET ELCE �`(A CHOSEN BY L.A. ) `dl) PVC CLAMPS MULCH 1/3• PVC FLEX PIPE • A ►VC TEE OR ELL PVC TES, ,OR ELL PVC LATERAL •LATTERAL rSTEEL ANGLE POP-UP SPRAY HEAD DETAIL SHRUB RISER DETAIL li ns'�"• `+x ' x#" c4i 4 PLANT AIATERWI �f 50-P OR BUBBLER -AS 1 SHOWN ON LEGEND 6-OR CENTER \'\f\THREADED NIPPLE 4- •ti MULCH {- PVC PIPE CURB OR WALL LATTERAL LINE• '—TEE (SEE PLANS) BLO&-ER OETAL J 4 FINISH GRADE EXPANSION PVC NIPPLE ®• E TT EE [URGE /// GO NNECTON CASLE, /. PAll?� PVO ELECALVC AEVE SOX f LATERAL V SIZE AS LINE EOUIRED I I PVC ELBOW ANGLE TO SPECIFIED DEPTH W/45• ELBOWS E� MALE ADAPTER PLACE WIRES UNDER MAIN PVC MAIN PER PLAN /SPEC. ELECTRIC VALVE DETAIL ATLANTIC OCEAN �sf � M v� � ,'-, TpI •• \ 1 il.9 I , GO\v� �, AA� / 3"SLEEVE r s� EEVEs �. SEE SHTS. LA 1.1-1.2 A ♦ V/ JA JG .rr W KKC r , a c-�' • . .e• • • • a. d- '^ . •• • • '"- L �r gme-A aM K L ' L..' tom.' 9 , ww 'Yr FIXTURE y !��'e Or'1� ►. r TYPBASE ,r e • • •z 4'Yn �' w • •� \ � ' • °ii ii Pi ii ii♦i Di� O•ii•••♦'i•• • Oi�••iiiii` . I' , I: . \ j.,i.... •♦••�•OOi i i i•Ji i♦♦♦♦�♦�,/ p�•••O•C•♦••.�•i•�•••♦♦♦• OM 6•♦♦40"n, ,,I gyp/0•�i•♦O♦♦�,��•Oii••9"fi•♦ioi••ii♦iii� y ieii!. �ii Diii!i�iis4•iy��i0i�•Os•�•s♦ii�eO•��r:•��i'ii s. T e \ a,�;e`..♦�oi�o�..d00'01�4•i••4�•;•�p•�r•4iiii':♦i ii':❖i❖: i'i' •i 1' , •.. v W.0- i-1ply♦..•��%i�.4�•♦•O�•�i•�O��i•�•�•�• iii%•OiiOriO ;, ^ak .�,{., 'i"IN •♦i♦i•••i"ii!i%%%iiO�i%i•%%%%%%%%i0�%i♦iiZ 1 © ® •♦pgrm %wi°�i •i•Miiii•• •i••iii♦iii♦iiiii4•O•MOWN • Oi' • .r ! — ■ � i•Oi•Oi•O D� �i'♦•0iii•Oiii iii♦ii�iiii•�•i00NO14 i1 >.m \ � � �' �oe•.0000r•.�••«r.•.•♦❖♦•.«.•.•.•.•.o«.0000r000000•, �,c. _ _ "� i F • iiiiiiiiiiiii•iiiiii♦iiiiiiiii♦iiii�i tom'; •♦♦♦••••. ••••♦•♦•♦••♦•♦••♦•••♦ ♦•♦••, "'�'� � �♦♦♦•i•♦♦••ii•Oi`�•iiii♦i♦iii•Oiii i•♦ii•Oii♦i�O♦♦Oi�•i � r A� .., m=,. .,,. Yil . � � .. ��1:�i2i°i!i!i!i°i•�!i•�Oi!i!ti!i!i!i .0 i ♦ . �� T :�•- CI CC:K l'ro>zx� CG-IZc fl �IeW PA1JfL OUTSIDE LIGHTING WIRING DIAGRAM >�e C}�09i°'9 i 9d T I, 1 1 Y 17 rLl r NN NOTE: CONTRACTOR SHALL RUN CONDUITS UNDER CENTER OF DUNE WALKOVER FROM THE EQUIPMENT ROOMS IN THE EXISTING BLDG. TO THE EQUIPMENT ROOMS IN THE NEW BLDG. TO PROVIDE A CONNECTION FOR THE TELEPHONE , TELEVISION, '4 .AND SECURITY OPERATIONS BETWEEN THE TWO BLDGS. \ 2 - 3'PVC (TELE.) 2 - 1'PVC (TV) \ \ 1 - 3/4'PVC (SECURITY) I�IL L� GorIDIJ L£T �� I 1� w TURTLE REEF CLUB = .I ill Sm M P .OTbC;.IL .� d ✓ a v �3 \ r �G / .I I k 6-1 / Sit D. # L7(G.,4-0,i NI4PoLE¢cLAY-IP2UAMI'G.�3, I,J f�ArJEL —" PcoL L1S. LTGGGJT��o1n-,LG-'L 1 Y�E S 15E' f•'SF r � P � LX.- -1200 r -` OUTSIDE LIGHTING HIRING DIAGRAM W W 0. DI B Y tb cb d c� � tb tb , n 11 PROJECT NOTES ir \ v y" ALL WIRI NG SHALL BE #10 THHN UNLESS OTHERWISE NOTED. " ALL EXPOSED CONDUIT SHALL BE SCHEDULE 80 PVC, ALL JUNCTION BOXES SHALL BE PVC UNLESS GRADE MOUNTED. SEE POWER PULL BOX \ DETAIL THIS SHEET. 4. REFER TO BUILDING ELECTRICAL PLANS FOR ELECTRICAL ROOM LOCATION AND PANEL LAYOUT. 5, ALL SPLICES GRADE MOUNTED PULL OR JUNCTION BOX SHALL USE RAY-CHEM HEAT SHRINK. • 6, LOCATE TIME CLOCK AND LIGHTING CONTACTORS IN NEW ELECTRICAL ROOM. \7. MINIMUM #10CU. THHN FOR ALL`HOMERUNS. \B:FIELD VERIFY ,AND COORDINATE WITH LANDSCAPE ARCHITECT PRIOR TO PLACEMENT AND ROUGH -IN OF ALL TYPE 'SC FIXTURES. 9. ALL HOMERUNS SHALL CONNECT INTO PANEL 'B' IN NEW CONDOMINIUM BUILDING. 10. '.FOR FIXTURES SB, SC, SE, AND SF, INSTALL FIBERGLASS POLES USING A DIRECT BURIAL Yh€THOD. CONTRACTOR SHALL PROVIDE A CONCRETE ANCHOR AROUND ENTIRE LENGTH dF AUGER HOLE AND,SHALL ENSURE THAT A MINIMUM OF 20% OF THE POLE HEIGHT IS BURIED. PLAN NOTES . SITE ELECTRICAL: O 1 EXIS�IN&'CONDUIT BENEATH ROADWAY. REUSE CONDUIT. FURNISH AND INSTALL NEW WIRE. v 2 EXISTING HOME RUN. REUSE CONDUIT AND WIRE FROM NEAREST JUNCTION BOX. 3 FURNISH AND INSTALL NEW 1•C. SLEEVES UNDER ROADWAY. 4 PROVIDE 3-1 P 20 AMP CIRCUIT BREAKERS IN NEW PANEL VIA LC-1. FIXTURE SHALL BE ON ALTERNATING CIRCUITS. 4 - #8 CU. + GRID. 1•C. PROVIDE 1 - R/P 20 AMP CIRCUIT BREAKER IN NEW PANEL VIA LC-1. L "' PROVIDE 1 - 1 P 20 AMP CIRCUIT BREAKER IN NEW PANEL VIA TC-1. PROVIDE POWER PULL BOX. SEE DETAIL THIS SHEET. 300 KV W/PROOF TRANSFORMER 120V/12V. LOCATE N IN LANDSCAPING OUT OF VIEW, BUT WITHIN 15' OF FIRST FIXTURE. USE #6 CU. FOR SECONDARY WIRING. 9 ALL TYPE SG FIXTURES SHALL BE ON ALTERNATE CIRCUITS. 10 SAME AS NOTE 8 EXCEPT CONCEAL TRANSFORMER UNDER WALKOVER. 11 WADE POOL PUMP; 208V, 1(j), 23.4 AMPS. FURNISH AND INSTALL 1 - 2P 30 AMP C.B. IN NEW PANEL 3 - #8 CU. + GRID IN VC. SWIMMING POOL/SPA PUMP; 208V., 1, 65 AMPS. FURNISH AND INSTALL 1 - 2P - 80 AMP C.B. — IN NEW PANEL. 3 - #4W + GRID 1-1/4•, 5YMBOL TYPE DE5GRIPTION MANUFACTURER MODEL # NOTE5 4 EA DIRECTIONAL SIGN UPLIGHT HUBBELL MATCH EXISTING HUBBELL LIGHT FIXTURES ON SITE • 0 S6 POLE -MOUNTED AREA LIGHT (SINGLE) BETA 3AA4OT3A-M(3)1/5WMH MOUNT ON F15ERGLA55 SHERMAN POLE T520-650-0 2 HS T BC: DIRECT - BURIAL I6 MOUNTING HEIGHT. WHT FIN15H (PC-1100): USE STAINLESS STEEL HARDWARE O. o SC POLE -MOUNTED AREA LIGHT (DOUBLE) BETA (2)BAA417133A-M(3)IMW H MOUNT ON FI BERGLA555HERMAN POLE: 020-650-0-2-115-T39-5C: DIRECT _ BURIAL: 16 MOUNTING HEIGHT: WHT FIN15H (PC-1100): USE STAINLESS STEEL HARDWARE 10. ED LANDSCAPE UFUGHT B-K NS5-BZY.-9 MOUNT ON 3' STEM A BASE SE POLE-MOUNTEDAREA LIGHT(SINGLE) INFRANOR 515-N-EC-N MOUNTNN F1IERGVS5 SHERMAN POLE 1TX2B 175MHVNO-WHi TB30D-NWO-4HT300-AR/P-BC: DIRECT BURIAL, 25' POLE MOUNTING HEIGHT; WHT FIN15H (PC-1100j, USE STAINLESS STEEL HARDWARE 0-0-0 5F POLE -MOUNTED AREA LIGHT(DOUBLE) INFRANOR 715-N-EC-N MOUNT ON FISE9GLA555HERMAN POLE 1]`X28 T/5MHVND-WyT TB30-D-H)0-0-4H-T300 AR/P BC-BH-2; DIRECT BURIAL: 25' POLE MOUNTING HEIGHT: WEIT FINISH (PC-ig0), USE STAINLESS STEEL HARDWARE O 5G GROUND -MOUNTED FLOOD LIGHT BETA SIDE 213A62-2(30M BILK SEE MOUNTING DETAIL THIS SHEET 0 ENTRY WALL 5H DECK -MOUNTED LOW LEVEL PEDESTRIAN B-K 5510(10 W): WT. SEE MOUNTING DETAIL THIS SH E ET ARFA U5HT 5 i ','4,;` � v__ 1-1 r - � � : L� CONANT ASSOCIATES INCORPORATED 455 South Orange Ave. Suite 501 Orlando, Florida 32801-3355 Phone: (407) 648-2225 Fax: (407) 648-0175 PHASE II LIGHTING PLAN NC1 SHT. DESCRIPTION HT.1 DESCRIPTION SHT. DESCRIPTION SHT. DESCRIPTION 1.1 TITLE & INDEX SHEET 5.1 FIRST FLOOR PLAN, ME-1 .FIRST FLOOR PLUMBING PLAN —t 5. TYPICAL 1~LC?QR PLAN - ME 2 ON PLAN FIRST FLOOR F IRE:PROTECTI_ . , FT. PIERCE �. i .,.., : TYPICAL DETAILSAND— GENERAL STRUCTURAL 5RQOF�ELEVATORPETH U EFLOOR PLANS ME-3 R H VA PLAN N FIRST FLOOR FIRE �VENTtONI BURSA U ME_4 E CTRICAL PLAN — LIGHTING -FIRST FLOOR -ELECTRICAL R_ EL _ CODE P C_ GUN FLOORPLAN *I r . ZA LN PLANF6.FRONT& _ RIGHT BOLD NG ELEV TIQ _ SU8)ECT T& _.s Q REAR &LEFTB ILDING ELEV T QNS ME_6 : SECQND FLOR LU BING- WAST r E�T PLAN ;M _.FO �st.ca-� �A� cooEL _ ,:- RT IS HR HT FLO RPL MBN WS VTPUEI 3 if# ti QtTE x st .siia rt ING N BUILDING SECTIONS _ M - H HFLQRPLU3ING-WATER PLAN _ , - PROTECTION PLAN PLAN DETAILS &SECTIONS ME- 9 TYPICAL FLOOR HVAC[ELECTRICALPLANS - NAILS 6:5 _ 66 SECTIONS, WALL TYPES AND CODE DATA - ' ME 1� ROOF PLAN _ ELECTRICAL SYSTEMS !LIGHTNING PROTECT! Q !' t 67 COME DATA (CON ME-1 1 ROOF PLAN - HVAC SYSTEMS/STORM WATER 71: DQ'QR SCHEDULI & DETAILS ME-12 DETAILS IAGRAMS FIRE IOI SYSTEMID 'PROTECT ". 7.2 W REDUCES &DETAILS. Wfi DO SC ME-13 PLUMBING RISER DIAGRAMS 76, Ar 4 , I� 4 q- 60i T, �AL U 1%e'(0�1 O:i �GJIOdi r 00200 BUILDING CODES: '"'" ""- "" �`� .. `-03100 FORMWORK:--------------------- .; m ,.. „ ...:. .... .... ...,... --------`------- STANDARD BUILDING CODE _ CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE g 00500 STRUCTURAL LOADING: - WITH ACI 347. SEE TYPICAL DETAILS FOR CAMBER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER -- -TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE - IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS AND/OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOW -�£_ •-,: . .SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. " UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY GALL,.- D i-PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO DIFFERENT LOADING CRITERIA. �; "'VIEW. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ` GRAVITY LOADING UNIFORM,+,;. ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF w' LIVE LOAD $ �',• > � r .' a PRIVATE APARTMENTS -- 40 PSF *'r OF ADDITIONAL CONSTRUCTION LOAD SEE SPECIFICATIONS FOR ADDITIONAL ---------------- PRIVATE BALCONIES ----- 60 PSF ''`" REQUIREMENTS. `"" ••.' ` y..;=ry CORRIDORS ------------ --------`-- 80 PSF e .. `.. - 03200 CONCRETE REINFORCEMENT .-,. ELEVATOR EQUIPMENT ROOMS ------------ 150 PSF _____________________________ MECHANICAL ROOMS ------- ------------ 150 PSF PATH OF EGRESS ---------------------- 100 PSF WORK SHALL BE IN ACCORD WITH ACI 301-84, ACI 315-80, ACI 318-83, SLAB -ON -GRADE AREAS --------- 150 PSF CRSI"MANUAL OF STANDARD PRACTICE" 1980, CRSI-PLACING REINFORCING ROOFS - NOMINALLY FLAT -------------- 20 PSF BARS" 1981, WRI "MANUAL OF STANDARD PRACTICE", 1979. BARS SHALL WIND LOAD AS PER BUILDING CODE. (WIND VELOCITY 140 MPH) CONFORM TO ASTM SPECIFICATION A615(S1), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. SEE TYPICAL DETAILS FOR SPLICE 01051 DRAWING DIMENSIONS AND COORDINATION: REQUIREMENTS. ,k. ;.CONCRETE COVER REQUIRED AS FOLLOWS: ' ------------------------------------------- . - DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION ALL MEMBERS CAST AGAINST AND EXPOSED TO EARTH ..".. 3" SHALL BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDINATE t CAST IN PLACE CONCRETE BEAMS ..................... 2" EXTERIOR SLABS (TOP) 2" THE REQUIREMENTS OF ALL PROFESSIONALS. USE INFORMATION FROM EXTERIOR SLABS (BOTTOM) 1 1/4" APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE INTERIOR SLABS (TOP & BOTTOM) .. 3/4" 'A- NECESSARY. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO WN , d PROCEEDING. LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: ',s ;. 1. ALL LAP SPLICES SHALL BE TENSION CLASS "C" UNLESS OTHER LAP 01100 SCOPE OF SERVICE. CONDITIONS ARE SPECIFICALLY SHOWN ON THE DRAWINGS. ' --------------------- THE--- - *t ES ONSIBLE ," . 2. SPLICE LENGTHS SHALL BE SHOWN ON SHOP DRAWINGS. STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND ZS R P ,�„ , FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN ZN THIS SET 0 03300 CAST -IN -PLACE CONCRETE STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALTY ENGINEER, AStx w DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, " ., HIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED I TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301-84.__ALL- THE PROJECT CONSTRUCTION DOCUMENTS. REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS _ .FOLLOWS: , °`r 4 ALL STRUCTURAL ELEMENTS F'C = 4000 PSI UNLESS NOTED OTHERWISE 01400 STRUCTURAL FRAME INSPECTION: -�� _ 1z. a ry -- - SLAB ON GRADE: 3000 PSI r f OWNER TO EMPLOY A REGISTERED INSPECTOR TO PERFORM THE DUTIES' REQUIRED BY THE STATE OF FLORIDA AND THE LOCAL BUILDING CODE. GRADE BEAMS: 3000 PSI ELEVATED BEAMS:,4000 PSI UPTURNED BEAMS:,. aaa ill - -02000 FOUNDATIONS: SLABS: j4000 PSI `0. _ _ _ _ _ _ GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY JAMMAL 04220 CONCRETEUNITMASONRY: - AND ASSOCIATES, INC., 2540 METRO CENTRE BLVD., SUITE 1, WEST PALM ------------- ------ �;. BEACH, FLORIDA. REPORT NO. 771-05048 BASED ON THEIR ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION RECOMMENDATIONS, THE FOLLOWING FOUNDATION SYSTEM WILL BE USED: FOR CONCRETE MASONRY CONSTRUCTION", ACI 531.1-76 (REV 1981) AND ALL SHALLOW STRIP & SPREAD FOOTINGS, ALLOWABLE BEARING = 3000 PSF APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR SPECIFYING AND CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C 90, AND MONITORING ALL TESTING, INSTALLATION, EVALUATION, AND REPORTING REINFORCED WITH #9 GAGE LADDER TYPE HORIZONTAL MASONRY REINFORCING RELATED TO THE FOUNDATION SYSTEM, INCLUDING ALL WORKMANSHIP LOCATED AT 16" D.C. ALL MASONRY TO BE LAID IN TYPE "S" MORTAR (1800 PROVISIONS RELATING TO THE SOIL - STRUCTURE INTERFACE. THE PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY STRUCTURAL ENGINEER IS RESPONSIBLE FOR SPECIFYING THE MATERIALS CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR USED TO CONSTRUCT THE FOUNDATION UNITS AND FOR THE SELECTION OF TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVETAIL SLOT AND 12 GAUGE VARIOUS SIZE UNITS TO SUPPORT THE STRUCTURAL FRAME. DOVETAIL ANCHOR SPACED @ 16" O.C. (TOP AND TWO VERTICAL SIDES>.,; DO NOT PLACE ANY FOOTINGS UNTIL RECEIPT OF WRITTEN AUTHORIZATION BY THE GEOTECHNICAL ENGINEER THAT THE PREPARED 04230 REINFORCED UNIT MASONRY: SUBGRADE OR DEEP FOUNDATION SYSTEM HAS BEEN PROPERLY EXECUTED IN ACCORD WITH THE DESIGN AND THAT ANY VARYING CONDITIONS ENCOUNTERED ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH " DURING CONSTRUCTION HAVE BEEN EVALUATED AND CORRECTED WHERE APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE NECESSARY TO INSURE PROPER FOUNDATION PERFORMANCE. CONCRETE, AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "C" LAP LENGTH PLUS 3" OR 02200 EARTHWORK... FULL DEPTH PLUS A STANDARD HOOK. LAPS WITHIN REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF a CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE,,, DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT MATERIAL CONSISTING OF SAND AND/OR MATERIAL APPROVED BY THE: CONSISTING OF 3000 PSI CONCRETE WITH #8 COARSE AGGREGATE. USE GEOTECHNICAL ENGINEER. THE BACKFILL SHALL BE COMPACTED TO 95% OF' HIGH -SLUMP (SUPERPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 4'. MAXIMUM. DENSITY AS DETERMINED BY ASTM D-1557. NO BACKFILL MATERIAL WHERE HEIGHT OF OPEN CELL EXCEEDS 4', USE HIGH -LIFT GROUTING SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY CELLS AND PLACING THE GROUT IN MAXIMUM 4' LIFTS WITH A 30 TO 60 BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN MINUTE DELAY BETWEEN LIFTS. ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO MAINTAIN EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE 05400 COLD -FORMED METAL FRAMING: CONDITION. ------------------------------ --.,,,, DESIGN FABRICATION AND ERECTION SHALL CONFORM TO AISI , 02210 STRUCTURAL FILL: "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL ENTARY ' MEMBERS 1980, OR 1986 INCLUDING COMMENTARY AND SUPPLEM FOUNDATIONS PLACED ON COMPACTED STRUCTURAL FILL HAVE BEEN DESIGNED INFORMATION. WELDING SHALL CONFORM TO AWS STRUCTURAL WELDING FOR A BEARING OF 3000 PSF. FILL TO BE COMPACTED TO 95% OF MAXIMUM CODE -SHEET STEEL" D1.3-81 AND PERFORMED ONLY BY WELDERS CERTIFIED DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" UNDER D1.3. SELF -DRILLING SCREWS SHALL BE EQUIVALENT TO BUILDEX THICK MAXIMUM AND UNDER THE DIRECT SUPERVISION OF A GEOTECHNICAL TENS AND HAVE ALLOWABLE SERVICE LOAD CAPACITIES WITH 4:1 FACTOR OF r ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION SAFETY FROM TEST DATA. �._ r o •s" gps+ _ i-�.:r�' .zap „�'+. .. W. ^ ,.' �,: � •' „'. ,�'�• ;s .> ,:.�: , .v.._ r .r s, � '� - S 'TES ,.....>._.__ "e,'�,x.r � .s�.n, ;,.;�. ,�,. _ _ r�:... , ' s. '-� .,... "... _ .... .>:;. st" '.: „:...z .fix. �. s.,.,«, .. .... _.... �-, ., . 4 V" lrlh -ro t i 19M Hr,-90,e:v 71'I HC� . ,�GHC- dL r GMJ l e -I.• � 4' L f,+11 o/G, — V*T. - C*�'[ ,ALL t, M U G�U� � V_ ti o Q $ — �� i C 4, MItJ•) s � emu` _ $Q GDN Tear 0� ��EICo ii I IOG adD I �4 GoH1 �� IZ , � 'd �iG! ; I. �D� � II oN �Nr% �I Z� Or GUIcPJ h� rLalt�i QN� t�f�dl IINGIGi �iY 1'(o>. II '�`_ 2. P(Lovlr�.� II-Cvl DJs✓N�oi O(Z, II-vl K II -Col r70WEl,�i /�� n CONCRETE CURB DETAIL 2- 4 G,- 1T, a 0 ..;t GRADESLAB ON DEPRESSION EE ik f x o. �I L 1 / II w N (K�ItL d •4r,12 /�_E, �, . Ixii •Q Q 9 2 "l V ��TC� 1�1L7 1 0 iV ', ri �/ pV �I �.l�b✓�('djz I ' I ill r�'�w,�, . A ELEVATOR PIT WALL i eft 2 � • a. + iF .. �� w VIN a - SPREAD FOOTING SCHEDULE' -2 10LQII XP1,0 I1,P11 W' � IDi.pu 2 all WALL FOOTING SCHEDULE '`�jl P u lOhl( ITU�It� � 4r�r4fe {roil WF-�/ I i l-d 11 2r,d o p -iCa 04 v Iro". R. L. PLOWFIELD & A S S O C I A T E S Structural Engineers -1155 South Semoran Blvd. Suite 1142 Winter Park, FL 32792 Phone (407) 657-6657 W �I, O z II l p !� Mr F� I Y 5 A W h�1 � Feeel c a 5 L v, 7 .t.. R DRAWN BY ''HECKED BY4r ' APPROVED BY �(- s` „ DATE 8 _3 j ri P: � SHEET NO a kOft , .t v• : ,. z ORUY ARCHITECT URE. INC. Those documents and their contents are the property of Forum Archibcture, Inc and are :.x e,. only for the specific project noted on these orewmgs AnY reproductions. .ewa+ons, or madl(eetiona el [tiese documents withom the expressed written consent of Forum Architecture, Inc. is or v w 1 .J 4�Qa., y.,x.z-,.frApi�.�J.:."'§ ��{+. d8➢'A ` � v3.t�r aev C,-..�... .:a.4. ". k�. - � th. 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( W.W.r) rtY - IP 3j 2,1 _oO 2 � I S T�— A 1111111111111111171-- --� I I�'--A- I I II, 9-7 I 2r;;)- o I s 2�! o 3 I I N 3J II IWI Mo TII `� 121 ` l� -Tyr - I t od I I�2 771� I 0 11�� n�jf�lll MAT IILT 11,71, �� p v 1, - -r�- It I I- D IF -4 Itr — �� — ,�, �.4 •� I ly'c� o, c� lo- I� 4=o o ILorIo W r 2 \ �— W 2 - I3 W r 2 3� i r i - _ _ 4': 4 vt2l T MAT � S 6 AIM ��r �_ �•, . f.li%. /+i 41 �,l u / I v 3 I ✓ n �g I Q _ h'- o - P: tea. 121 0 ' /W 0 #,�-.�.;��r•�•-��;�. � o ®ss NOTES: 1) TOP OF SLAB ELEVATION = +0'-0" UNLESS NOTED OR DETAILED F�U L N r,?A I Ot� ' G-jt2,UL.j PLAN OTHERWISE. t `e l/ 2) TOP OF FOOTING ELEVATION = -5'-0" UNLESS NOTED OR DETAILED OTHERWISE. 3) PROVIDE S" THICK CONCRETE SLAB -ON -GRADE REINFORCED WITH GXG - W2.1XW2.1 WWF UNLESS NOTED OR DETAILED OTHERWISE. 4) ELEVATIONS SHOWN IN PLAN ARE TO TOPS OF STRUCTURAL ELEMENTS UNLESS NOTED OR DETAILED OTHERWISE. as 9�a.ie S FORUM ARCHITECTURE. INC. These documents and their contents are the property of Forum Architecture, Inc. and are issued only for the specific project noted on these dnwinga. Any reproductions, reviaione, or modHicatiw+s of these documents without the expressed written consent of Forum Architecture. Inc. is prohibited DY 4w. �J ------------- J15 S z S o H a U N W W ❑ 0 w cc JOB NO. DRAWN BY CHECKED BY APPROVED BY DATF 8-3-92 i 1 T• Li ;b A. lu Vl i r I'A r' r � l ^"V r 4 I' .w:_ d a a" - a ter`-`'.., jA n; { xa � {`r" �, ' � #¢ '�t',�° 'fir �".1 G + yy,t� •Y� .' s�13^g`,t ` . k k,n. a h .t[ si.. ._. .-t t� e r'�g� I I I I I GII I I "` - / Y `/' ry/�,, \ I ( V` tp V/ I M I� 3 u n II 11 u I II u I II n 72Ar-5 -Tyr. �AI2 IYt' ell1341��TYI� 1'p i2Al?,";7,-Tyr Nil \j ro I s s s I s Iry ,� I I l� 51M• iJj �"`}� I ( a G�LOt'i �'A Gj,(p 4 (I - f2 I�.& -- I I - 102 II ? I I o f 'j2u z I 3 3 I Al- zI 4 1 �-1 � r j � . — I — �•� � von �• -, � _� I� � � o � � � �.o �.v� 3 � � � —� I --- ----- —I- _—� 0 TTM .7 I—FTT I L 111151M.i1 o I i• � � .\ '� \ I z) lCv Li ;b A. lu Vl i r I'A r' r � l ^"V r 4 I' .w:_ d a a" - a ter`-`'.., jA n; { xa � {`r" �, ' � #¢ '�t',�° 'fir �".1 G + yy,t� •Y� .' s�13^g`,t ` . k k,n. a h .t[ si.. ._. .-t t� e r'�g� I I I I I GII I I "` - / Y `/' ry/�,, \ I ( V` tp V/ I M I� 3 u n II 11 u I II u I II n 72Ar-5 -Tyr. �AI2 IYt' ell1341��TYI� 1'p i2Al?,";7,-Tyr Nil \j ro I s s s I s Iry ,� I I l� 51M• iJj �"`}� I ( a G�LOt'i �'A Gj,(p 4 (I - f2 I�.& -- I I - 102 II ? I I o f 'j2u z I 3 3 I Al- zI 4 1 �-1 � r j � . — I — �•� � von �• -, � _� I� � � o � � � �.o �.v� 3 � � � —� I --- ----- —I- _—� 0 TTM .7 I—FTT I L 111151M.i1 o I i• � � .\ '� \ I z) lCv 3 44 t t� II �fi ". iw-+• _.44� wk« ' aim RAWN BY HECKED E ��GONf� �Loof�I�AI"1(NG 1��AN NOTES: 1) TOP OF SLAB ELEVATION *10'-8" UNLESS NOTED OR DETAILED `rOI' ,f IlA L,� q OTHERWISE. Nary dizGLIIT�! (L�1�4L j�pLWING� �_2 2) MASONRY WALLS ARE SCHEDULED IN DETAIL "4/S-7". I OIidTION o 1�aTr t�N b pxx� ANY 1�2L413, J Nlm u. a) SEE DETAIL "14/S-6" FOR ADDED SLAB REINFORCING WHICH IS SHOWN IN PLAN. 4) COORDINATE MECHANICAL OPENING SIZE AND LOCATION WITH - - ' MECHANICAL DRAWINGS, TYPICALLY. aS-97Oa5 c FORUM ARCHITECTURE, INC. These documents and their contents are the t p Y C property of Forum Architecture, Inc. and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or nlodtflestiona of these documents without the expressed written consent of Forum Architecture. Inc. is prohibited bylaw, SHEET NO. " I Z s a a U N w W H Q � Q Z W JOB NO. �j(Bc7 DRAWN BY CHECKED BY APPROVEDBY Lp DATE 8-3-92 SHEET NO. OF 4 x II f nA i, II t I' t7�A tz� I W� = _. / C7 L1 ��. 2TAI r�W;✓LL �,c�� M I NCB I✓t�va.To1� GOMt�iaNY r--L,E:VATOi� MA6,PNF-� "All 12A1�� IS7� 00 I I n�1M;l f ANT �IOU�� 1�0� �I�Ah'I INGI PLAN V41,I! o - b 2e2I O / I �� O �✓%q- G{) � b1.2 �j- to Of Gj_(p i \ate .r�l I-7 T r Imo' x 2� O II �d }?jAt� 'fYi'• 11! o to I ly : I I , . I� ON I I �2x I I PvA r,-,e-v, -r-f. f. I l 5- ' i 5 s moor- FI2'AM I NG� M I IIGI 4 3f LU j l PL IT �f. O u ;k 5� R� � - o z ¢ y # F �q x F e 9` ra �7nyy _ Air- t $ Y r s 4x iv 4 4 Ex 14 cc a I U N W 0 01 W a � - r o � i 5 Q P JOB NO. Cjloci DRAWN BY CHECKED BY ,p APPROVED BY IE B-3-92 SHEET NO. E / .;_fix z h (OM ( WALL ode *LAB c �HEDULED �LA� 12EIN�a�EMErI'( ---� F,PU&o E:� SR D F;7 Ta %-" AMrLqui7E �;ELoW MaharlrzY WALL. , coNT- CTYr?) O � pL,a•t.l fob------� v A�7DED Ta �cT, g" C M j Gi- I I EDGE OF SLAB 00 ` 1212 ME ffa= e71 GAd WALL- 1?10l,1&14e� �LAt� Ta (oM1T l�lA!-L Ai�VE �� AMpuTUb� G�LhI� c LoW MArpa lgY y / SGH�aUL�p �T j�ILI. Tar coUpmil Mo0t,,1THIG WITH �;� ro�rz (coNT) - WAu- 1�Yo�la 3 SLAB SEA"RINGw DETAIL �.nGr�uLCv Ivy PJ" CMII �JALL AOi�7JI✓ {zEl IJ�OjZGEM�'r C� U�I��IJ 6� To ��CoIJT. - WULE-v W', SGHEpULbp 4. U�TUI�NE® BEAE� C�ETAIL T / lk" ©©© •'• •' • •� FIRST . ... �x HOOKS TO BE STANDARD 90. PROVIDE HOOK ON EXT. BAR ONLY WHERE NOTED ON SCHEDULE. STAGGER LAPS WHERE SPACING IS LESS THAN 3 BAR DIAMETERS. �2k�'• yob .yyL:�i'�. �. ., ymy � ,x Y,�, Y ➢ 4 ^if S. • Y S .§'Fn :: ''#." '('�* �� 4 a .'k.:.. CX '" f$r �.,�.. t �'.R" yY p`d° il'a IS 1 `�i }" '✓y' Y�5�9i1�� ♦ / �:R/":•"�.� �-�L�2�.x � 'fin ,p,- -SG H .. / • // �� .1 k A4, %3x• +L 9 ADDED SLAB REINFORCING SCHEDULE �L�1� MARK I,lo, � oilZ� �AGI� �Lhl�l b�'(N Co�I�IC�IJ�,a,Tlo� f lC.I,Qu :�ll o,C, To u r.2 11 ��r, � x 101,D'� �" 0,,e &TTOm PaTT4011 , ale, I to ��EcofJI7 LA'(EE�-/ #�- t��lELSQ {2i Ofc, I�l'(o II �Ei7t1L>rrD �-t � � I I0411 I 2- GohlT/ SLare a vEfZ.-r, Z II To 1 nr- LE FL RE LE C • 130T. - `BOT. C BOT. lit, „. s _kjTEMP. REBAR r 4 .. .. CONCRETE • r REMARKS i a Ir x ® / rr �. �$.5z� m • • / ■ No Cm wm a ■ -All TVDIrAll ■. ■ R. L. PLOWFIELO & A S S O C I A T E S Structural Engineers 1155 South Semoran Blvd. Suite 1142 Winter Park, FL 32792 o►,nno rnn->> r-t--'7_aar--7 56H eeU L,: rNOtZb G>'�� f7��dT�b I f� TYPE SPAN WIDTH & DEPTH REINF. PRECAST OR CAST IN PLAC - 0'0" TO 4'0" 8"x8" 4'1" TO 6'0" 8"xi2" I 2 4 6'1" TO 8'0" 8"x16" 2 # 5 BOND BEAM 0'0" TO 4'0" 81.x8" 2 # 3 4'1" TO 6'0" 8"x12" 2 # 4 6'0" TO 8'0" 8"x16" 2 $ 5 1 7 - wf;, I TYPICAL CHORD STEEL ...e,. �x�"��. ^�-:tea .#� �-.: �c3'�.flW7..:...��;,�e•:,�.�?`£�t',;.-.: �,'s�.:, -�_ 'a. ;�.2at�'� ' F } m. 4 N:,s. .. s - .T/'I-f &; 6,A, oil I� Cam- Cod., Co�I�I, ;,. GARAGE tjLK BEAD DETAIL 01011111aPJ_ZI'.. - I / � 1m. �'� / � � Ro N 110 , _SH : , �.^iis = t3�L'I�I LS ICI►t►t►/►/►/►t►4W4M41►/►EN' _ _ _ _M IMA►/►►•®-m1�' �►t►t Midi �/S M■■■■IM■■■■ M■■■■I■■■mono■■■■ ■■■■■■ ■■■■■■' 4000► 4 �Ir■�■■ ■memo■ ■■■�■■ ■■■ ■■■■■ ■■■■■■ ■■■■■■i►,► �► /REINFORCED MASONRY WALL SCHEDULE ,. EXTERIOR WALL STUD SCHEDULE j oJIJb GSM Ica 2 -CH�zU G2J Ico Ilo" S THIS 9049 A+" ChW I6P I m" o c. , I2" O, c. ¢ N: �f r vfR . ....+ x ce.. v .... ...... i .4 xfi` h= tiF" n :. �VM'ti yF -31 JOB NO DRAWN BY CHECKED By APPROVED BY DATE 8-3-92 , SHEET NO rt = At �3 - t Y* t Y L rs ; � X � 3' y All 41 - 4f R 4v ,... REVER6FD Fly,: .; 4 �.4 I�E1/ERSE D z _ 1 r 7 to t r �§ 3 'M511 I I I tU I U 11111 1AKUIfl1 1 tU I, ja� 'CTOAND 2 THE LOCAL FIRE DEPARTMENT PLANS 2dKMM. gp _ REVIEW FOR APPROVAL PRIOR TO 8l II _ 1Lu9o5 LPvLI� °pIl �5 81 I U19 �II STARTING WORK. 20. HANDICAP ACCESSIBILITY W'(GOh�IrviUNiCAt�N�J / 2 Y 2NLI�. 1 .mot FEATURES. FOR REQUIRE �J2 M O 2 N rEw I� I f�O�JN 2 �' HANDICAP ADAPTABLE UNITS I A I� G\ / PROVIDE SOLID BLOCKING IN NON- Q W Lw G>� $� U 3 MASONRY WALLS TO ACCOMMODATE 2 �� ANCHORAGE OF FUTURE OPTIONAL HANDICAP GRAB BARS AT LOCATIONS z V1 0 a R 0 C ME w o 2 � a F a � � o � ; JOB NO. S(v Cj DRAWINIBY CHECKED BY APPROVED BY DATE SHEET NO. 5m2 OF RS-Rloa6 © FORUM ARCHITECTURE, INC. These documents and their contents are the of Forum Architecture, Inc. and are issued only for the a property y pacific project noted on these drawings. Any reproductions, revisions, or mod"ications of these documents without the expressed written consent of Forum Architecture. Inc. is prohibited by gull o �I��=�N i INN■ 1� � 8 7.1 UTIurY I yq �� 14. ROOF CONSTRUCTION 02 g' MYL-. L.Apmp- MECHANICALLY ATTACHED E.P.D.M. D� 7.1 BY FIRESTONE OR EQ. OVER o9 03 LIGHTWEIGHT CONCRETE BY 05 = ZONOLITE, CELLCORE OR EQ. 2 _Q SLOPED 1/8" PER FT. (MIN.) j! ? 15. GUTTER AND DOWSPOUT. 4" TERNE COATED STAINLESS STEEL. 81'CO 81 v I-7�-O� 16. LIGHTNING PROTECTION. PROVIDE fl1MP1 FTF/I TrPTNTNP PPOTFf TTnN w a=. O .J O U U � a W � o m � to w a w z � w U} °o Z0 O a U � o r� Q � p � Q- O Z a J W JOB NO. DRAWN BY CHECKED BY APPROVED BY DATE SHEET NO. 5.3 'g,, a. t@ 9 1� G- — i Y r LIL] z C U� r24TO. " # 01 a . �T� Ll 03/ 05i=i EFIE] 0 or2 on 13 71 II � ❑ 'I 12 h _ lt! 0 4Tu > r 17 3r 7Y _ 12 IZ A ? I p r . h. h e2l I I D) IS ,O ID I I D�0 2NRW _o_�` 05 I - 4 04 Nor�s 01. METAL ROOF. PROVIDE STANDING SEAM TERNE —COATED STAINLESS STEEL STANDING STEAM ROOF (TCS). .015 THICK OVER 30 LB. FELT AND 1.5 INCH TYPE F STEEL DECK. 02. EXTERIOR INSULATED FINISH SYSTEM. PROVIDE EXTERIOR INSULATED FINISH SYSTEM (DRYVIT OR EQUAL ON 1/2" EXTERIOR GYPSUM SHEATHING AND 4" STRUCTURAL. METAL STUD WALLS. PROVIDE PANZER MESH REINFORCING IN ALL CORRIDORS AND HIGH TRAFFTC ARFAS CnfnRS AS W H Q Z W cc JOB NO. r?( DRAWr) BY CHECKED BY APPROVED BY DATE v �- 12- SHEET NO. 6.1 OF GENERATOR ROOM VENTILATION LOUVER. SEE,MECHANICAL DRAWINGS. 02 a i m Ot'Fd, i L.Li r) a_ c U W ~ 1- Mw JOB NO APPROVED BY DATE SHEET NO. 6'2 I C uj Q CL ca �.d M� Z Z 0 a cc U V1 LU In W Q 0 0 Z W JOB NO. �(O� DRAWN BY CHECKED BY APPROVED BY DATE SHEET NO. 6.3 OF JOB NO. FJCv' DRAWN BY CHECKEDB&, APPROVED BY DATE �•�2 SHEET NO. 6A OF x x m m m m x • m m \' M 5t.itOOTI-1 �� ::.�LOj=G� �TUGGC.7 -GALS/, M�TLA.TN I ZMdOT�) - �EIN�f�GEI�CEN� F-- F . N �OUtITEf� — c x 1"1=R IOR GYP I - �211 G,,1r�ohP ejALV M� r -C, r- SH�ATI-IING ' Lh.TN REINF' �•_ �, I� I� MF=Lj�S�-11rJG a �_ o f`dj��C>f`iPi' l�Nl� I-- 7 N1A r�Y STUGc� STANDING�- / t�OaF e P\/G fR=VE-A' 8nGN�U 7 q,->D%1K-O-DRRII�t �-UNDEGK a� F(RpM I TG 2' G F/�� i /e STUGG �GtU .L 7/g )GGG L'7��f4 s �j11 G 1 U f_ It�iTE SUN ��CrT J]EGK �� Bn�clCs'>=S�ALUM `,, d A I TIG VENT. W,/ �yl —I-oP OF SLAP ALa�T _ �- -I - - - _ j 1 i L-ro M17, aTTl6- S>=AL.AN-t` W/ � _ - MET�,L GCE SUNtDIr-GfC F�-XTCFVGA! L.- A7 t-zuNOE��c 5��.�AN-7 c� ToP aF �L�t�j � - Ft::)AGK1=ram ?BAN- ��/g MET Z R-I� R! U •o _oN - N 0 U IIT Io GMU OR GO11C. ��AMSTUD Lo - � GFf`. _N J TF-xTUR PRAY oN CEf.1r`' rITtG I �j' �f GX7R D�%IN _ - - - - C/j _ rD Iz, t OGAT I O N 0 v ~ R E r� E)A1_ G O N Y� I_ A U d __. SC�EEf> I 211 _ II-O' i i/„ _ I I_ - - (%`> "=1 I-O' ♦' Q Q 1=1F� GiE� r� ALUM LU .?• CSMOQTN� // , —� -- - — A L U M.' z S 1 i r-- cn MET. LATH /Lvy7 l E.I.F. S aNl I/2'' r�E+N�o GEr.�cN-r I O � II_ I I-O i � VAGK-UjRoles � W - GYM. P�-OARr= / 7;--RNE d�-TE-ID �L,ASH ING GO 1G • �l LL TEt�f\IE GORT� t� 3C F:cn • -' �TAI�I tD I tJ CG .CAM - - - _ � s �T,6.1 N L_ES S STEEL n fir* /� tit W/ /Z -TYPE °'F MCT DEGlC % TY1�E P t�oaF - - _-MrTIs.L Ds�I�_ C=U-rTaR i _ - -- f�tCTAL Z CO'JN-rE s �U�ORTS — Ff��MING \ I ME TIS L (JEGK �LAS�-11NG � HOUR FIRE- - e I�1�ULATIcN { �,�TGI� GEILIC�IGI �o• w/%/ -�o, /g �Itz� �, rl 4 MET- Gu.T-..�� l H FIRERATEID G Y� MET \ 4 ,�-lam IN�uLATfaN -, � Q A, � - - � � -TILE F�oR 4 � �I-P��NING GHAhIIJEL G�ILING A��LY ,SLUM. STOR>= - I (-OR C)ETL4ILS MI=T�L C- F __- ,,\ - FIRONT MULLIbr.l GuT7l=f� 11IDU� F11�1= TED G�ILtKA�5 L'' 1 c MET 5 U Rp A AM W/ 21 5 BELOW �L11ANGLES retW I NHS T / lu; =-74 I_ _- \ < i - _ ,- = GcIL_fNG � METAL IZQOF /"\T l2 (I/2"=1'-0" �TOI��F(�OI�1T f�iULLl01�-J- FLAN DETA�I +col-o° - - — -- ' -- •is Q . V F��IA MET �ui� i=L EI-ItG F aA,;;z, MET" 7,gil t`i1ET, 1-IIGN F;/�T G�ILING �r11S.NNr LS h �GONTINUOUS �- I I IN SUL. - -- 4v 7�g I 'I �TIJ GGO _ 8 G ,/I U �/g ISTUGGo 10 �S/I' IiFT 5- (�� STi�UoTtJ t�A L t LXT-- �EA L.A1.tT 1N/ P.�AGI_Et� R,Qr� GONG SEAM � % ..H E�.TI-� I rIG I f;;�\Al<E WALL fl FLp.SN ING �i �-A'-UM S TORe.F�or\:-r � .0 j - !/4�� ralMGYPI I�o-r-rvh o� FaM 5/8 „ " PoDARt7 GEiLING ©N -7/g HAT I COU1NTtER n -�. P�� X GHANN�LS 24i'O.c �1y2 RUNNER-Of�r31' (=LA�aING Iv(�TJ�L RGt�F c�N '/g �1FTHI�T / — I=F<,b.M'NG-�-'=F Gl-IANN�LS PVG DRIP /, I _ GI-tfWNELr�' C 4 � O�G' � o 3b Fr-' �T�zuGTURAL %F' SHII.t ��RE�r� j A UM �oFrl MFTAh AT CONK. CAM _ f x 4 7-TVC-NT o FaIF- STANDING I � - - METAL RAI<C- TANr,�ING SEAM sEAf`�1(TGS� f�ao� R- I� f►-a�UL_ATIO►� \ SLUM w s-rORE7=t�ONlT T= IZf\IE GG7b.TEt� ic t�L UM ,? „PLASI-llr~JG �- R(GtD INSU! II V _ X 2/2 NIT y { - - SEALANT w/ I �� FAtR'/ At e - _ � ' Z � N — ,�,� / �FALANT Wl tv(>✓TAL IDEGK 5/gGYP f��. 7/E5I'7TfJC,:::) — 7 ►v��T (l�T �2 EXT GYM — - II JOB NO �ilo5 GH�NNELS �HaATf-III,IG �T�UGTUfZA_. �-'r�f j�s DRAWN BY It �TUGG d git L) W/ CHECKED BY 7 /---�-----'--.— SLAI APPROVED BY gIIcMU GONG. SILL P�AGIGB>� Rom .-- ,oNG CG=A.ti' G •,� ��_ PVC IJn _JTDP 1 - I DATE O-0 TO.�� G� I L.1 N G (N I HO U R F I fZE�RTE tD / fattuti aRK;HiiEi:TvRE CEII_INIc��`'I��LY �NTF�Y bNLY) ' $EP 1 6 1992 SHEET NO. (� E� 15 PESGRt1=-r10N1� I PRINTED 6■C AT M E-T"A I,. �Ov� J T= � /�'..LG_ f=! H I �1 G 5-\0 E (= '0�1�' ,1 AMA �1=TA1 L AT MA "� F— TF�Y �TOt� F F�ONI" ��CT(C�I`� , _.� _ OF I i 1'- 1-�'. a of these documents without the ezpreased written consent of Forum Architecture. Inc is prohibited by taw. FORUM ARCHITECTURE, INC. Theso • cuments and their contents are the props tv of Forum ArcNlecture. Inc. and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modlFx�tion Design No. U438 Nonbearing Wall Rating-2 HR. �TANI�IN� y�M T��N� GOAT�t� 5TQ I N LI✓� ST�L 5Td Nt�l NC., CAM �,o� (TGs ) .00 Turk OV {z � L 2 f�>✓1 T i_u �rI,D� S'fC1� ill 61 _'Um WALL P�,z 2-� ��rJ�l klhiLN / I 4 X.4 F I Y X CyYPs U h 11nl.had Sid• 4><'IZ HORZ. SECTION 2x(o o", GN1LJ CEILING Ulf�FLOOR XMAP-IK15 PLYWOOD I�KIN14TUtZ1 TI I I T ye Rya G�L N�Ih �T� L 1ItiT %i 1. Floor and Ceiling Runners-"J"-shaped runner, 2-1/2 in. wide with unequal legs of 1 in 'nd rn 2 in.; fabricated from 24 MSG galv steel. Runners positioned with short leg toward fimened `Il n 11 -tom Q side of wall. Runners attached to structural supports with steel fasteners located not greater T X� �p-rI,I� �% I I1�(7 sy/�% A- '- I (� than 2 in, from ends and not greater than 24 in. O.C. Z� N ON"�ljy �I"li�� W /ALL (/I 1 �,I I NT�1�1 Did WALL 2. Steel Studsut to le -shaped studs, /2 in. in. wide by 1-1/2 oil deep, fabricated from 25 MSG rI gale steel. Cut to lengths 3/8 to 1/2 in. less than floor -to -coiling height and spaced 24 in, or W� {ap "-600 mm O.C. NarG{i UL U955 /Z -I�a I TYI'IliAL I/2 .I'0 - 2A. Steel Studs -(Not shown}"E"-shaped studs installed in place of "C-H"-shaped studs (Item 2) around fire rated openings. Fabricated from 25 MSG glav steel, 2-1/2 in. wide, with one leg 1 - in. long and two legs 3/4 in. long. Shoner legs 1 in, apart to engage gypsum liner panels. Cut 2 x-10 to lengths 3/B in. less than floor to ceiling height. Sill and lintel of opening formed with - lV I I x A d '%!�" L.-'TU(-�i� t II shaped runners (Item 1) secured to "E"-shaped studs with angle clips and steel screws. 4 Y -7 ljTLIGGO 3. Wallboard, Gypsum'-1 in. thick gypsum wallboard liner panels, supplied in no 24 in. or ( I IZK-121 O�n�n / AO 600 mm (for metric spacing) widths. Panels cut 1 in. less in length than floor -to -ceiling height. \ f 1'l V f•- {-Y Vertical edges inserted in "H"-shaped section of "C-H" studs. Free edge of and panels at. tached to long leg of "J".runners with 1-5/8 in. long Type S self -drilling, self -tapping bugle f I _III G�' L� /I %v' �1 I - f 5� head steel screws spaced not greater than 12 in. O.C. 1\ Canadian Gypsum Co. -Type SLX. I 1 Iz.1 xl2lf Gt.,il I United States Gypsum Co. -Type SLX. I f I I IU 7 4. Wallboard, Gypsum'-1/2 in. thick, 4 ft. or 1200 mm (for metric spacing) wide wallboard ap- plied vertically in two layers. Inner or base layer attached to studs with 1 in. long Type S sal!- I I / I rr� II drilling, self -tapping bugle head steel screws spaced 24 in. O.C. along the edges and in the I 5/Pj CJ-I l�(.�-� /S (�QL�/. METAL PAT El field of the boards. Outer or face layer attached to studs and "J"runners with 1-5/8 in. long ., GNANNI=L2 Type S self -drilling, self -tapping bugle head steel screws spaced 12 in. along the edges and in the field of the boards, staggered from screws in inner layer. Joints between inner and outer layers staggered. Outer layerjoints covered with paper tape and joint compound. Exposed screw heads covered q with joint compound. I I S GMt1 (12p1A/14rf"Ir- SNoWN) it ��i�-I l�li7 IN21�La.T 10N As an alternate method, inner wallboard layer applied vertically, outer wallboard layer applied horizontally. Inner layer attached to studs with 1 in. Type S steel screws spaced 24 in. O.C. a{�I! t� J'� a{�► 7 s}�� r��j 8 `ss�.�fa A along vertical edges and in the field. Outer layer attached to the studs and ea runners over pJ�f1� �� ✓ O ASG I D✓TA I L G ��/� f t/� S'rUGG b W ALL G M U VX 1 ✓ 1 x I O 1 W /, V L the inner layer with LS/8 in. Iona Type Sself-dnlhn g, self tapping bugle head Heel screws II 1 spaced 12 in. O.C. in the field, along the vertical edges and to the floor and ceiling runners. O Outer layer secured to inner layer wallboard with 1-1/2 m. long Type G steel screws located I IIII 7 I I midway between surds and t in. from the horizontal joint. I"- I -lT I y2' 1' (%' • _'^ H I�ATI N�- L1L - L 1 04 I D Canadian Gypsum Co., Ltd. -Type C. r Colotex Corp. -Type FRP. 2 N I� t�AT i f G1 U L. IJ'1" Domtar Gypsum-Type_i Gaergia-Pacific Corp., Gypsum Div. -Type GPFS-C. +„ _ - PaBoo-Gypsum co,TypasPG- •`. United states Gypsum Co. -Type i:, Is 'Bearing the UL Classification Marking Design No. U904 2.X <o { A�w' IA -7' 4, a n Bearomg Wall Rating-3 HR. IZ , 12 RDoF Nonbearing Wall Rating-3 HR. 4x 2- ( NOT TO ��'�� SfRUGTURt st1Pf�R-T, �r� A V. METAL UAT {3/4 CaLUMNS G� A�NNL�i %2B �Yt' 1'✓DAI�iJ 2x12 Jbj6T5 F ly.i 3 ir�,l� o %2° / YPSUM WALLt�DA1�D ��j�l �aLV. Mi:TAL �tUG� v Ito D- 2x12 RAFTERS I �1 %2 l�Yf 2UM WALLf'XJAt�i� -„ Design No. U905 ilv Bearing Wall Rating-2 HR. k Nonbearing Wall Rating-2 HR PdoL G-TAZ�1�D R� �ORN�R Pool (�AZeL3dDor �RA�IIN� Wr4 WA i�'ATr7 INTI�IOr�- o ON I I 1 v 1 7.5(8- esW. Q 4 °" °G•Oo0 I o o: I _ t o TAIL, /zl = r-otl UFLAH O4 I Horizontal Section zNISII� YsItMLAT�D 1. Concrete Blocks' -Various designs. Classification D-2 12 hr). z See Concrete Blocks category for list of eligibe manufacturers. 2, Mortar -Blocks laid in full bed of mortar, nom. 3/8 in, thick, of not less than 2.1/4 and not 0- • - f more than 3-1/2 pans of clean sharp sand to 1 part Portland cement (proportioned by vol- s-N - Q gered and not more than 50 percent hydrated lime (by cement volume). Vertical joints stag- --I/2 ��•IJQR COY?SUM 'SNBD,T1}I tdla 2A. Mortar Mixture(on Alternate to Mortar -Item 2)-not more than 130 Has of sand and 5 gel of A L U M . �AzT I N STA I t� A-11 C1aLV- METAL- �TtJ In- 5 F-f= water to 76 Ibs (one bag) of mortar mixture. 5Tf-,U�-U I'l A L. FrJ P1iGING �QIJ (�'� r Cement Stucco r Gypsum Inc. NOSI NG1 yJ / � BSI Vi= 3. Portland Cement Stucco framed Gypsum Plaster -Add 1cc hr to classification it used. Where LL�h�211 �Yf�l7UM WQL L•�J��C�� -' - combustible members iev are framed in wall, plaster or stucco must be applied on the face oppo- r� site framing to achieve a max. Classification of 1-1/2 hr. - 4. Loose Masonry Fill -If all core spaces are filled with loose dry expanded slag, expanded clay or shale lRotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone 7/gil u I f�1.-•�I I�+I N/��jll LL�}T�j DI N treated perlite loose fill insulation add 2 hr to classification. NON • VOA ,I 1 L�F+� I 1 V G 'Bearing the UL Classification Marking [ 45 , 49 T 15151,IT v I 7-5/8" MIN. O • zo O � - I Horizontal Section W 1. Concrete Blocks' -Various designs. Classification C-3 13 hr). ,T See Concrete Blocks category for list of eligible manufacturers. tl, 2. Mortar -Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharpsandto 1 part Portland cement (proportioned by vol. _ "- ume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints stag- �" Q gered. 2A. Mortar Mixture' --(Alternate to Mortar -Item 2)-not more than 130 Ibs of sand and 5 gal of t~ I water to 76 Ibs )one bag) of mortar mixture. - Q�� T{y I/ B I In Cemtech Laboratories, Inc. ff//�C++ (Li .4. 3. Portland Cement Stucco or Gypsum Plaster -Add 112 hr to Classification if used. G 4. Loose Masonry Fill -If all core spaces are filled with loose dry expanded slag, expanded clay Z or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 1 hr to Classification. 'Bearing the UL Classification Marking �1 FC 45M (t) Construction Type: Steel Channel Joists, Plywood Floor, Gypsum Wallboard Ceiling Double layer Y," proprietary type X gypsum wallboard ap- plied at right angles to joists. Base layer attached with 1" type S-12 drywall screws 8" o.c. at butt joints over joists and 12" D.C. in the field. Face layer attached with 1 [/a " long type G drywall screws B" D.C. at butt joints between joists and with 1%" type S-12 drywall screws 12" o.c. in the field along joists. Face and base layer edge joints offset. Channel shaped 7" min depth, no. 18 min ga galy steel joists spaced 24" D.C., with 2"x2" (nom) wood bridging. Flooring: %" T&G edge plywood applied at right angles to joists with 1')',a" no. 6-20 S-12 point screws 6" o.c. around floor perimeter and at plywood end joints and 10" D.C. in field. Refer to gypsum board mfr for UL listed alternate sub and finish flooring systems. 00F/ C/L, C�, ACE 0 C�MlJ � I�i/�.I 1✓0� �F `- �� Approx. Ceilingg Weight: 2Vzpsf Fire Test: L1 R1319-133 Design L524, 7-16-77w - 12 MD S6f`LI�Y RAN, k AU, A` PP.RK1KJC:T ` YF s7rAlg Dt�TAI 11 �.f LIB No. 420 Level Bed orThin FIRE PROTECTION REQUIREMENTS Slab Application 8-STORY QUILDING - TIME SHARE APARTMENTS TYPE II SPRINKI_tRfO SBCCI TABLE 600 SPECIFICATION INSERT: Grating frame shall be Reese 11420. Grating shall be furnished BUILDING COMPONENT RATING DESIGN CRITERt with dual duromelervinyl pads attached to each tread rail. BEARING WALLS _ ,-3 HOUR RATED CONCRETE BLOCK Note: Grating frame can be #' A COLUMNS r- 3•HOUR - RATED CONCRE E B j .E Supplied With A422 pan adapter !nd a cememt pit formed for - " thin slab (23/,) applications. t. SUPPORTING MORE THAN "3 HOUR RATED M'IN 8" CONCRE:' J ..�� ONE FLOOR s A ;k SUPPORTING ONE �2 HOUR RATED MIN, 9" CONCRETE . FLOOR ONLY. _ 2 HOUR RATED MIN. A" CONCRETEa � = N ` SUPPORTING ROOF ONLY I HOUR RATED MIN.8" CONCRM"..' FLOOR/CEILING -2 HOUR RATED 8" CONCRETE SLAB ts�crtoNee _ CONSTRUCTION ` ROOF/CEILING 1 HOUR RATED-: 6" CONCRETE SLAB SHAFT & CHUTE :2 HOUR RATED GYPSUM WALLBOARD _ L - ENCLOSURE -;`Y - :. AND METAL STUDS - - - - n nESIGN NO 438 }tOtTPjCEICING ASSEMBLY, i ktOUR RATED GYPSUM WALLBOARD _ N (ENTRY AREA) AND "CH" METAL' ' ,'- STUDS UL DESIGN NO.U469 SECTIONA,A RECESSED- MAT) DETAiI t 14 N.1 )POOL, 12 1 x 4 FAIU'ft✓1] 2 <I D >'AIUT't�p 5�8° sRJC-�o oF_I 1Z" x I2" GM U 6TAZ.5130 P'C.eoUAl O�I l..l S FXTI�IOr) WALL Ir2'r=I D LIEN-tfr.lGf RoD Tl=f_t j MATi�_I7 s� -TANEAQL1 SVANI tZcnF G}acl2 -RIkIsED .51-LICC- ,eta -Sa KA,56U9Y j,,� S� Si"RU�U2At5- a K - - r-_�F T�I1\1IsI4 ALLJM . jZ,AILIN� I� 9 TIZE� @ II°= 81'3'1 ?�-rWAr26 @ W'- iz'-'4' ETA I - � ��ti SaFETY GGilE{z I MI✓TAL �LASI-I I NG� _3 SUPPoR-r ANGLES 'I"o? O�1i1�JA'roN. �ITHOUS� �>✓ Sl-A$ p.�ANE LJ�"� QVEI', GoN(i• GLII� �-� �Ili'jlA �iTAIN STL.Ti�d.Z1-I _1 UTF--. Z �I till LA I�� L 'll l-J � 1 olI U , 1-IAt�Nt�I� rt°e� 1�1J AIZI D� I TI%AWN GPUTF� G/�A.1.ki j=oYL blzl !J� WP,I_L OT -4CM4�, PIGAL- i'Le1Di�. I G5' II LAi�L p,OLLI N� LI�� GLI N>✓b t�I�NAt� � VD Z, YJ I /v 5° r Lx7l ibl_� NK �-F� ACC TA'iiC�1� 2q"W. x3o'r F2 TIO 'rObtX�ii7 Nosl*f(� �ID.Nf�#z,AIL �XT�NSION I-_`17" -Y PRINTED L�UNP -,Y GNUTE 1 G2! SSE FL-F- t-LaNS Holz �I�IF-(JT?-Tl�l�l i �O I ' �Du- t0 OF WALL- c)r GAS O zaI w JOB NO, 5�v� DRAWN BV CHECKED BY - - APPROVED BY DATF SHEET NO, 6m6 �i� C` OF WALLS TABLE 3103.1 MINIMUM EQUIVALENT THICKNESS? (IN) OF LOADBEARING OR NONLOAD13EARING CONCRETE MASONRY WALLS2 Fire Resistance Rating (hours) Type of Aggregate 0.50 0.75 1 1.25 1.50 1.75 2 2.25 2.50 2.75 3 3.25 3.50 3.75 4 Pumice or Expanded Stag 1.5 1.9 2J 2.5 2.7 3.0 3.4 3.6 3.8 4.2 4.4 4.5 4.7 Expanded Shale, Clay or Slate 1.8 2.2 2.6 2.9 3.3 3.4 3.8 4.0 4.2 \ 4. 4.6 4.8 4.9 5.1 Limestone, Cinders, or \ or Unexpanded Slag 1.9 2.3 2.7 3.1 3.4 3.7 4.3 4.5 4.85,0 5.2 5.5 5.7 5.9 Calcareous Gravel 2.0 2.4 2.8 3.2 3.6 3.9 4.5 4.8 5.0 5.5 5.8 6.0 6 k. Siliceous Gravel .2.1 2.6 3.0 3.5 3.9 4.2 4.5 4.8 5.1 5.4P576.0 6.2 6.51. Equivalent thickness is the average thickness of the solid material in the wa I. II may be lound by tae total volume of a unit, subtracting the volume of core spaces, and dividing this by the area of the exposed face of the unit. 2. Values between those shown in the table can be determined by direct interpolation. 3. Where combustible members are framed into the wall, the thickness of solid material between the end of each member e her. and the o lace Ith o e wall, r o between members e hers set in from i i opposite sides. shall not be less than 03°h of the thickness snows in the table. 4. Requirements of ASTM C 55. C 73. C 90 or C 145 shall apply. I . i LOADBEARING WALLS: ALL LOADBEARING WALLS ARE -MINIMUM 7 5/8" THICK. BEAMS -_-_-_TAB tE9iB3 9C MINIMUM COVER TO MAIN REINFORCING BARS FOR REINFORCED CONCRETE BEAMS (Applicable to All Types of Shudurel Concrete) Cover Thickness' (In) for Fire Reshtsince Rating of Reshskud or Beam - UnrnlnkteWi d� dth' lit. " --A-hr 1 112 hr 2 hr 3 hr 4 fir Restrairlet 5 3/4 3/4 3/4 1' 1 1/4' -, 7 3/4 3/4 3/4 3/4 3/4 _ a 2 10 3/4 314 3/4 3/4 314 - Unrestrar'i*, 5 3/4 1 11/4 -- - _ . 7 3/4 3/4 3/4 1 3/4. 3 - " - Z 10 3/4 3/4 314 1 1 3/4 , I � , f� 2 LAY13IZ2 1/2 GIYT br;7 4 � a r�} s , �� 11 6ALV. M1<tlAL- Alfll f� CP 1010 0-61 ' � �a . +•� : x- - � „�'e i' �, £ ..f,t'Y. a . N, em�sz. 2 LAY> Kti �/Pra GYP 17 xr £1 9 ., r" 2 HOUR INTERIOR WA - - - - W.8 uL kl i 3e-1 _Da -u Design No. U411 Nonbearing Wall Rating-2 HR. " a 2 12 1. Floor and Ceiling Runner --(Not Shown)--25 MSG fmin) gale steel 1 inhigh. return legs 2.1/ 2 in. wide Imm). attached to floor and ceiling with fasteners 24 in. O.C. 2. Steel Studs-2 1/2 in. wide (min), 1-1/4 in. legs, 3/8 inreturn, formed of 25 MSG (min) gale steel max stud spacing 24 in. O.C. Studs to be cut 3/4 inless than assembly haioht. . ^ £ - Canadian Gypsum Co.. Ltd. -Types C, SCX, SHX. WflX. y - - - - Ief- .:,' ,T, _ �--may--. - �" - - Celotax Corp. -Type 1 or FRP. _� Domtar G -T - - - - - - - - - - - - sum -Type 4or9 -..u". - - - - 6 Georgia-Pacific Corp. -Types .-T es C GPF53. - - - - - - - - - - - Gold Bond Building Products A Motional Gypsum Div. -Types FSW. FSW'G. James Handie Gypsum -Type Fire X. .._. . Pabco Gsum C..-T es PG or PG C. .'.. ,.:. .. - . StanderdG sum Corp. -Type ' vP D.-Type SGC or SGC-G.-- - Corlorele 1 hr 1 1/2 hr 2 hr 3 hr 4 hr Siliceous 8 8 10 t2 14 z O z O LL z W 0 0 U IV Lu Q O Z Lit cc JOB NO. DRAWN BY CHECKED BY APPROVED BY DATE HEET � 6m7 \ J OF DOOR SCHEDULE N4 L I I Stairway doors shall be labeled at each landing with the floor number. In addition, such stairway shall be marked at street and floor levels with a sign indicating that it continues to the roof. DOOR FRAME l: SIZE DETAIL iRATED ` ARK W I I T ELEV. MATL. MATL. I J I H S REMARKS 1 M' lv-;�2 I''/¢' '?7 ALUM I'QNI� uAf2 DWG I �i LFGL05y'/4°TeMP- TINT ejLAhc- 2 M' 6'qLe:' 1"/4° OJ ALUM. 3 i'ANili GI-,O�vINII,/4"T�--MFTIWT. 6tLA - //p tI o 7,8 4" I U MTL MTL. I 4 MTL CO I'ANI(i NAf�f7WAlL> CiLO�INC� PR �o Yl t? MTL MTL. �a Ih LP GLOSIN61 D za O CP=p I'�/q° }4 MTL. MTL NCB - U,iTTL. M7L. _ I1/21 L-I= 61LO�IN67 P4NIL WAAF'p W6,PF- b 4--0 6p1 V 1 �4' 10 ' N. MTL. MTL. CG - ui "I 4,0. 67,1t7 7/4" I ITFTTL- M-rL rL 10 4- 0 lv t> I ''/4" I N . MT L. MTL, ('-,LASS .. 1)-0 Y',97 1 1!71W 2 A ALUM � . lq V 0 69ie7 1'h/4° Q IAI-a ALUM ✓ �1-0 Y'4J 1 I ' MTL. MIL 1 '?7L2 (nP A L. ALUM. -7 lIn 2!0 67P7 I"�/� l I �Lt; GLO51N� 5 I-1 2!10 69'-'27 1' I I°O 2110 (01? I�/� I I �L CiLOSI C� NPLtrJIG4P S�Gr�l l�!PJ I'�/� 2 AL/GILS ALUI 1./q' GLiz T�rIP GILL��S 20 aj! O lv! f7 I t/8' I N MTL. ' NYfL I 2 z 21 2!.g (y197 I'�/yj I N.MTL MTL. I SELF 1--L0SIN6t BULL, LbUQC-A 22 v 0 2� �7j0 3'(� (iOILIfJIM G1f-,1LL� 2 'UO 2/n 21 20 '271 0 ep t? I "NL�' I Cv l i2 ei -r N161 27 921O l61'-PJ JV'V I 2 ALP GL�INGI W 1ji O (a! 8 I /V' ICo I �Z F% ELF GLOSING� 31 �!o 0To (v �2 2Ztp ly1F I'�/p7' gb wcc r pj1-f�01,r2,, LOUVi:f�I f� z ?73 2! O y! 8 1 '7/e' I 34 M-to Yj41/P/92 131-PA (A/MI S) I21- f'A �1 2' g z/! 01 �7°O °I'-O &'je, r2 1p0 PR,2'• !n'gt I'�/p� f�l,rm"-V(W/MIF'Kor'z!v) 4•I 2' o �'� I /o I noGl�,eT t) 2 2 8 I J' I b- D lam! 97 I I Nt) I i'OIiK45�( i 44 `%71tO of P7 I (0 1' i' UDLf-- Vv'E ATH,- R S7;r .( F G)�! 3'7 5'-g I N. MTL Cv IIle 1/-V, �jE�F GLoSi NGt 1 41 � 0 y1e, 1 4 1 N' MTL. 1%2� �t;L) oLG�iNU 4,1 1'54' 20 07F0 l7e;, 1 4" I U MTL. Co 11/4 1 P M rL Co �3 lob O fy✓OT' O1'SLdi� f Tr 1 � � y—?'��I NATDUANN�L J AIM 1') �J� 2r- UNT ,Sl1;� INTJ�-t-,lal�- fZIC�N �7 rN " 1' T ION Coi �i01LIN �4., fr o. M mi 0 V Q W V_ z DRAWN BY CHECKED BY APPROVED BY DATE "2' SHEET NO. 7.1 OF C/) �,;sv Awl STaz.PF7-a J' STor 7114 sTuGcc FiA64512 2M SI5�cLA1ST N�r Pi P PT 14 SEALAAIT Yi 5X-T G¢AD� fl-Ywp. (rIC5 T2F. -MO 2�� FeaMilt[-{ (�le� Ti?�DTED) ,LLLIMINUM-�?-rOf2,f-�FF-,oNT 2,3/9" MEAL sfU V - ,' x,ctYY WALL $V. e77-rOKr,-r-r�oWT JAMb &-f (,YID WALL WINDOW SCHEDULE El I 2 q l� E - MARK TYPE SIZE GLASS FRA• FINISH REMARKS W H F H S la��G� �1 � �D 1✓IX6i%. p2 2 !d-o 1-A- TINT�t� lr rb0 (P-Fj INTO ' - — I=1'A i�M1f f� UL4SS -- _ r-IX1;b, I MF�V-ePGjL-A� >✓ q � D �! o TINT�r�-) �Ut7INc� �EL� GLOSIfJGi(��TN = . I — — I I2�0 (��A f l2 I I �IXla�l I=o SILL UG1T GI (� 0 A--(p.Jr2-0 L4- 8 -- l0 �3Lo 2IL-L. W6iT' (v'h'-b P> mil It�IN �!O�ILL uG,T2=(D ri-2 g IXEi�, I''-Cv 51LL NET T�-,mr Qx 1/2 �XT G� SI��D�I�IrIL� l�l�lp INSULATION 8" GF91� Yi' ctYP gr>. GNANN�L.� Esr Ho2.e. 5LIDIU6 ALUM. I. lwc4,j (sal- A�LL WOUND) W I M 0/? LJ LI d f'7 4T /.,M I 1 lzi6lio INaULATIDN y/5 M>;TAL PAT Hcp-Izpl1T4- SuplNc� ALUM. ►.mW. SirAt..D..t�T I U�'(hLL AS MAU4rA6:rUaelZ'5 1 _lrlt, ATlolZ K&cse- &D WIk1D6w FIN P.I. F. s. /Z' �xT eye SI�TN I N C� SFIIM, coo2plN. w/ MA�UFAc-( Fp2 Af-(AG�-I MINT l -_klAu- GE:1C-CCPI SILL a;XT;;r�d SILL s✓4° gli^(OA117 WALL ® AND LOUD. WINDDI,J SILL pr 1�rv-%-rj �JaL, ��j M�fAL (=U112.1UE1 I { II S'I GMU W Q a 0 I O 9 IlNcc I ao I a MA�TEIz. 13ATP IF-L�VATIONS K ITGN,E .W E�LF�VAT I O Nr2 LLEY�� j;ILLI;V-1 � o L E M �l rrDI'1�S 101LI o &M� j aPP. NAND /p�':I o 0 TuI3/VANI'N E�LE-VATIONS MA,�vTEIZ fmt7F,-01"I 3/g"=110 N/4i Mr-,N'S TO LET �i ■■ ■■©■■■■■■�■■©■ ' ' ■■ems■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ NaT1 UNt !:I'�Ib� 0= 2Nt7 �ODf� �LAFt IN �Q#�AGI: AN1 - ei 13✓AM� To i'��i):I /� A S��Y T�XTU1� li�M�NTIT I G LIt�IIrAR Me7A GE ILI%iG To P-5F- 20 r MAczNA p�tP �G�E�f7 f 7- GL7?.TItJC� - �f�tv� l=(tJt�N 1'LAN75 ONLY 4'/q (/.r WAIN5G7il 2A � %2° l�YPSUM WALLt�OAf�b `x t � jj�LLNO�b �1�f�S �2 M.r� GIY15uM WAI-L-P✓D n j� /I_I1A I /rT LIAiAI� /./YT ¢./r�l O PLAN c 1A=1=0 eRIWTER DRAWN B AN JE�LKEDY BY SHEET NO. 7.3 w , f 4 g H j A 1 _y > 6 SHEET NO. a PRINTED. ME_1 Y, y ' =Fn to OF n 0 7 SInstallation shall be by a Florida certified contractor. A separate permit is required by the Fire marshal for the n installation of the sprinkler system. ? FtD \/ W/ G/ F Automatic sprinkler system and fire alarm system shall be monitored by a central station facility approved by the Fire Marshal. A separate permit shall be required by the Fire Marshal by acertified alarm contract I, EF, or a certified electrical contractor, EF or EC (unlimited). A �I� F'>z.DT�GTI ON - LVL- I Ptl^P�f M AHi�1kv =- C� AMM ARCHUECTURE SEe a Z E R 7046 © FORUM ARCHITECTURE. INC. These documents and their contents we the property of Forum Archkoctore. Inc. and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without me eapressea written consent or rorum Arcnnecoas. rncis wonrurreo try raw. _ - . i 1 n �xaµ. ".. �. .. 4 ig r I i 1 + ' P f8%18 OA u a m 15a � Y . ' IDxL I T OF f .. m+ FOUI UD LTV V L HVAA , FLAK J �;- I � J M • JOB NO. y7lO2j DRAWN BY CHECKED BY APPROVED BY DATE 8' �31'Z- SHEET NO. ME=3 1k �� • A r ET, 4Y� 2 LU cn Z a � H c a i Fv-•{ VW UU wl a O Z o a w c N t� IJ OB NO. r7&7-2 RAWN BY HECKED BY APPROVED BY DATE 6- a-I'L SHEET NO. ME=4 OF t RS-97045 C' FORUM ARCMTECTURE, INC. These documents and their contents are the property of Forum Architecture. Inc. and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modlMcations of these documents without the expressed written consent of Forum Architecture, Inc. is prohibited by law. R NOTES - FIRST FLOOR POWER (D SERVICE/DWELLING UNIT SERVICE/ METERING SWITCHBOARD - SEE DETAILS OHOUSE METER PANELS A 4 B AND ASSOCIATED CONNECTIONS - SEE RISER DIAGRAM, OEXTERIOR LIGHTING CONTROLS/CONTACTORS - SEE DIAGRAM. G) SECONDARY SERVICE - SEE RISER DIAGRAM. OPAD MOUNTED TRANSFORMER - SEE RISER DIAGRAM. O SEE 5P, LA 5.1 F'2-5TtF- GKQkU N� uRGIJ'r E.X-(Et�1T'talY� .Ah1P 6CS'E LI4HTIl14 F1x1u s (T`T ) 1 O 3P30 AMP NEMA 3R NON FUSEABLE DISCONNECT FOR WADING POOL PUMP - CONNECTIONS TO PUMP BY POOL CONTRACTOR - COORDINATE LOCATION. O8 3PFim AMP NEMA 3R NON FUSEABLE DISCONNECT FOR POOL/SPA PUMP - CONNECTIONS TO PUMP BY POOL CONTRACTOR - COORDINATE LOCATION. OTERMINATE RACEWAYS 24" BELOW GRADE AND STAKE EXTENSIONS TO MAIN BLDG. SYSTEMS BY SITE CONTRACTOR - COORDINATE. 1a SECURITY DOOR LOCK EXTENSION TO MAIN BLDG. SECURITY SYSTEM - TERMINATE CONDUIT 24" BELOW GRADE AND STAKE - EXTENSION BY SITE CONTRACTOR COORDINATE. 11 SIMPLEX OUTLET FOR E.W.G. COORDINATE HEIGHT W/ PLUMBING CONTRACTOR. 12 SECURITY SYSTEM DOOR LOCK CONNECTION - COORDINATE ROUGH -IN EXTEND 3/4" PVC. 13 SECURITY TV MONITOR CABLE AND POWER OUTLETS FLUSH IN SOFFIT CEILING. 14 TV CABLE/POWER OUTLET AT -12" - COORDINATE SHELF HEIGHT WITH INTERIOR DRAWINGS. 15 2-1" PVC FOR TV CABLE SYSTEM CABLE BY OTHERS - PROVIDE PULL STRINGS. Ib 2-3" PVC FOR TELEPHONE SYSTEM - PROVIDE PULL STRINGS. 1� QUAD OUTLET AT 48" FOR TELEPHONE EQUIPMENT. 18 QUAD OUTLET AT 48" FOR TV CABLE SYSTEM. 19 3/4" PVC FOR SECURITY TV CAMERA PROVIDE PULL STRING. 20 POWER AND CABLE OUTLET FOR SECURITY CAMERA TV SYSTEM TERMINAL BOARD. 21 ELEVATOR PIT MAINTENANCE LIGHT/RECEPTACLE AT 18" BELOW FIRST FLOOR - PROVIDE CAST BOXES - MOUNT VAPORTIGHT FIXTURE - COORDINATE REQUIREMENTS WITH ELEVATOR CONTRACTOR. 22 FIRE PUMP SERVICE DISCONNECT AND SERVICE SHUNT TRIP ON FRAME - SEE RISER DIAGRAM. 23 2 NO.12 - I/2" PVC TO SERVICE MAIN - SEE RISER DIAGRAM. 24 FIRE PUMP SERVICE - SEE RISER DIAGRAM. 2B FIRE PUMP MAIN/TRANSFER SWITCH AND CONTROLS - SEE RISER DIAGRAM. 26 EMERGENCY GENERATOR WITH CONTROL PANEL AND OUTPUT BREAKERS SEE SPECIFICATIONS AND RISER DIAGRAM. 21 ENGINE RADIATOR DISCHARGE L VNP_�R. SEE DETAIL 28 ENGINE MUFFLER AND EXHAUST PIPING - SEE DETAILS. 2S EXHAUST DUCT1 F4A1k krI09 - SEE DETAILS 3o SLOE SfPUcTUR� wl a`-gwwLBy S� EEL SIF�Jt: 31 �° Gt7UC5L� kk�L L 6xNAUG7r DUCT 33 �BuToR f!%��R - sEB R1sBIIR Dt4CI�F.AT'1 3 or 30vA NP liitiG Aj UOFI.1;X '�G' �,9A NFAj Ft2 l-Iltl-1 SEnILjI'(G. OIhG At e'-u r-" Tc P'�4 V Y/hEAL(ijE rJ I ¢� Fc. tii I �ITE¢I.oGK jo FI rsg, aL,e.ar•t ��'�jl:r� - ol 5�E G1AGc�.M mil -BEET ME-Ir, p�pnoF nla� R�L4`( AZ 12�4JIRED-coo12��JAjE I.J�FI� o•LAt2M 5�(SjErl 3/o GII2E o.Lo.�,.n UY�� GM aolJTrzvL Pv-I�EL-sEE sl-Ir�� ;Jli;-Z, ME'8 FOGS �fi/itk LG�nrl�l.l�i ti��>�GEI ME'1G WU,EG� I`��nlr jELEPI-i�E 2oX-�EC F.A. G>�E.G•1 FIGA�Ie�l.l�f 3? IETe- j fPQAIJi5;I� MEMO, O .. F�'e"�L TRAIJ�Fev Ta rdK ll 2� FJMP To TRo4.� z PIDGRG6M ��I Et:j Nt F7-IZpp2Z-,/l5-,e Z P I/IAn�tJL�L MOjOR 51••IITG l� GP 30"' Emergency generator shall be installed according to NFPA #110. u to SEP 16107 PRINTED • • \ r • \ 1 m MA ,. "fir Tt 1;101 3" o , r` E J W v- 4 i I Y � k W\/ =P _ - Mt .tip [iryt':. If 1�LUM I5I f, , WAsT /VENT PLAN f .d W C:Ty Y'9S�1i? JOB NO, c7(O Cj DRAW141BY CHECKED BY APPROVED BY DATE �2' '%.12 SHEET NO 1_ E 6 ' A i , T MOM AFs �Z..�N Zg, 'A "AF VA � H ul U) J a� 00 C) �-4 '.4 L11 m cn Z < cf) 0 U C) TZ uj cc JOB NO. DRAW141BY CHECKED BY APPROVED BY DATE 0.2. ?j - -I'?— 1.04HEET NO. IME=7. OF p, W FW41 77� 17 �'44 " cfoKv'K^lv- Lf4F, I,OLAjIONLl —7777 -'r— IIAJ ,-,I 4 Fi 0 ToP Of TRNEA wwv� CkLku "Al 2 THE '56ALA�,'- 110 T10" ALAFH 4V COMMUMIC-A FORUM ARCHITECTURE SEP 16 1992 IL PRINTED z 0 LLJ 0 JOB NO. DRAWNIBY RAWN' By CHECKED BY APPRO VED BY DATE 1'2- OMNISHEET NO. ME-8 1 LL1 Ll IJ I - BASE E3I P 1 I4 T 11Je--i rLA.IJ GiGaL.E; M" I'-o" PEAL fLAK1-TyFIGAL PWE�LLIM6 UMI-r Kl'(GNt�:;N-ALji I�'LAo J NVA61 PPANEW5 AMP LUGS ONLY -FLUSH MOUNTED FAN E L D A TYPICAL DWELLSING ING UNITL (28REQUIRED) BKR WIRE DESCRIPTION K T CONNECTED LOAD CK T DESCRIPTION WIRE BKR. A )6 B )6 C IP20 12 LIGHTING-KITCHEN/Llv. RM. I 9 2 REFRIGERATOR 12 IP20 1P20 12 RECEPT.-BRM.-BATH LTG. 3 12 12 4 KITCHEN RECEPTACLES 12 IP20 IP20 12 REGEPT. L. RM. 5 12 12 6 KITCHEN RECEPTACLES 12 IP20 IP20 12 REGPET. B. RM,-BATH LTG. _1 12 6 8 RECEPTACLES L. Rh. 12 IP20 IP20 12 JACUZZI WHIRLPOOL 9 8 10 10 DISHWASHER IP20 12 WASHER II 11 8 12 DISPOSAL / KIT. FAN 2P30 to I DRYER 13 20 22 14 WATER HEATER &121P20 15 20 222P40 10 A/C COND. UNIT Il 14 21 1g A/C HTG. COIL/FAN - SPADE 19 21 52 14 2-1 20 22 - RANGE 6 - - ZP6S� SPACE 23 52 24 --- --- TOTALS 186 196 L GTfiz,IGAL iLaN s— LE`VE�LS 'L T,u12--.0 8 lhd 1,1'-0 0 I NOTE5-71'F. DWELLING UNIT FLAN ODUPLEX OUTLET - 2" ABOVE 5ACK6PLA5H TO BOTTOM OF BOX -MOUNT HORIZONTALLY - TYPICAL ALL DEVICES INiKITCHEN. OJ-BOX 9 12" CONNECT TO DISHWASHER W/SEALTITE, OJ-BOX 9 12" CONNECT TO DISPOSAL VIA CONTROL SWITCH. O4 J-BOX FOR KITCHEN HOOD EXHAUST FAN VERIFY ROUGH -IN WITH EQUIPMENT ROUGH -IN DWG. O50 AMP 205V RANGE OUTLET AT 6" ABOVE FLOOR - VERIFY WITH EQUIPMENT ROUGH -IN DWG. O120V DUPLEX AT 38" AND 30 AMP 208V OUTLET AT 52" - VERIFY ROUGH -IN WITH EQUIPMENT ROUGH -IN DWG. Ol SEE PARTIAL PLAN THIS SHEET FOR TYPICAL DWELLING UNIT KITCHEN LIGHTING PLAN. OJAGUZZI/WHIRLPOOL ELAPSE TIMER SWITCH TORK NO. A560MI-1 MOUNT 9 60". OCONNECT TO JACUZZI/WHIRLPOOL VIA TIMER - VERIFY ROUGH -IN WITH EQUIPMENT ROUGH -IN DW13. 10 TELEPHONE CONDUIT. RISER - SEE DIAGRAM - SHT. ME-16 EXTENSIONS FROM DWELLING UNIT TERMINAL POINT BY CABLE BY SYSTEM INSTALLER - RACEWAYS TO BE PROVIDED ONLY WHERE REQUIRED BY STRUCTURAL ELEMENTS. 11 TELEVISION CABLE CONDUIT RISER - SEE DIAGRAM - SHT. ME-16 EXTENSIONS FROM DWELLING UNIT TERMINAL POINT BY CABLE BY SYSTEM INSTALLER - RACEWAYS TO BE PROVIDED ONLY WHERE REQUIRED BY STRUCTURAL ELEMENTS. 12 1/2" E.M.T. CAST IN CONCRETE DECK WITH ASSOCIATE BOXES - EXTEND RACEWAY TO CONNECTION OUTLET BOX. 13 WIRING IN E.M.T. RUN IN POURED BEAM OR CONCRETE BLOCK WALLS WHERE REQUIRED. SEE SECTION SHEET ME-16. 14 J-BOX AT 6'-6" FLEX TO WATER HEATER Uj/ SEALTITE - COORDINATE WITH PLUMBING CONTRACTOR - SEE ELEVATION SHT: ME-16. 15 JUNCTION BOX 9 48" - FLEX TO AHU W/ SEALTITE - COORDINATE W/ HVAC CONTRACTOR - SEE ELEVATION SHT. ME-14. 16 I12" E.M.T. CONDUIT IN POURED OR BLOCK WALL EXTEND TO CEILING CAVITY AREA - CABLE BY SYSTEM INSTALLER (TV OR TELL Il DWELLING UNIT PANEL FEEDER - RISES IN GHA5E5 - SEE RI5ER DIAGRAM SHT. ME-15. 18 BUILDING LIGHTING RISER TO PANELS A OR B - SEE FEED POIIft 5HT. ME-4. 19 BUILDING LIGHTING RISE TO PANELS A OR B - SEE FEED POINT SHT. ME-4. MOUNT DUPLEX AND SWITCH 20 hl�e� Ex��.Jsj Fw.J (�1¢J Tt.�oCz) pr�S ��1iTrtJ i� SCHEDULE: LTC. FIXTURES - DWELLING UNITS DA RECESSED DOWN LIGHT: PRE5COLITE No. PBX-TO-725 LAMP W/50W PAR 20 CAP/NFL DB KITCHEN FLUORESCENT LUMINOUS CEILING: PROVIDE THREE SINGLE LAMP STRIP COLUMBIA No, C51-25-(3' OCTRON) - 120 LAMP W/ 1-F5024/35K (3' OCTRON) PROVIDE FOUR (4) 2'x2' WHITE OPAL ACRYLIC PANELS-W/WHITE GRID/WALL CHANNELS AS SHOWN. DG RECESSED DOWNLIGHT - JACUZZI: f RE5COLITE No. 15X6 - TL-32 - LAMP W/15W AI9 DD SURFACE UTILITY: PRE5COLITE No. 9024 - LAMP W1 60W AI9 DE 3' VANITY LIGHT: FURNISHED BY OWNER. DF 4' VANITY LIGHT: FURNISHED BY OWNER. DG RECESSED BATH DOWNLIGHT: PRESCOLITL I5X6-TO-4 - LAMP W/15W An DH DINING ROOM PENDANT: FURNISHED BY OWNER DJ ENTRANCE WALL BRACKET: PRE5COLITE No. 9424-13 - LAMIP W/1-13WPL - WALL MOUNT AT DK PATIO WALL BRACKET: PRE5COLITE No. 13344P - LAMP W/15W R 30 FL - WALL MOUNT AT 1'-0" DL SURFACE MOUNTED WALL WASH: PRE5COLITE No. 9485 - LAMP W/-15W PAR 30 CAP/NFL PAA - 1JPFAas t-Io IJTOP cyLItJPea LLU"IP p6P SJRf"Acr__ Me2jFA-EIS FLoRC�JcE lj za.�'=-coL�Jr�Gln 1�c. 315�8-8�1-Zq�i LnMP I..I/�- 15 A01�3h�E5 �pav1G� rllT1.1 EI-�EiV��( SL1�/I�GI (3G-L)..�.ST, yJD ' �4 GINGLF_ -jT^To 1-12o i j"mF e>e uv ZG'�1Q�'"G6�J. PiKG'VI�E IIJ j�lJL1 kC{) ��I-LIF.IU UI�I��j NA�rr EJ,y vt<IIEIs. A��EAPIi I�I'A.Ir1-�f7 A�1vIo�v15J�.- N1apEl. K14, 2U'Ib-`1Li3 . SEE SHEET N1E-8 F;OF? FIUF AL�2M ZY�TEM UE�/IGEZ FORUM ARCHITECTURE S E P 16 1999 PRINTED a RS 970J5 �, FORUM ARCHITECTURE, INC. These ^+:uments and their contents are the propmtY of Forum Ardataeture, Inc. and are issued only for the specific project noted on these drawings. Any reproductions. revisions, a rnodNM.nrona of these documents without the expressed written consent of Forum Architecture, Inc. is prohibited y low 4 ffm MAP !!mom n r --20 AW 2oSv o 72 I 11 NOTES - OF PLA (D OL"E" IN CAST'' BOX W/ WEAT DOF EXTEND 3/4 ' RIGID 3' O MOUNT FIXTURE CAST ALUM. BO OPROVIDE ALUMINUM UNITSTRUT RACK AND MOUNT ` 'EVEN Cl) 2P30A NEMA 3R DISCONNECTS CONE FOR ' a EACH OF SEVEN (l) DWELLING UNIT AC UNITS - FUSE PER EQUIPMENT NAMEPLATE CONNECT EACH UNIT / WIRE SIZE DESIGNATED IN DWELLING UNIT PAN PP. Mw SCHEDULE. O PROVIDE ALUMINUM UNITSTRUT RACK AND MOUNT SEVEN (-I) 2P30A NEMA 3R DISCONNECTS CONE F EACH OF SEVEN C1) DWELLING UNIT AC UNITS - FUSE PER EQUIPMENT NAMEPLATE CONNECT EAC W/ WIRE SIZE DESIGNATED IN DWELLING UNIT PANEL SCHEDULE. PROVIDE ONE (l) 3P 30 AT -IF NEMA 3R DISCONNECT FOR PUBLIC AREA A/C UNIT SEE RISER. DIAGRAM. OTYPICAL DWELLING UNIT CONDENSING UNIT MAKE f FINAL CONNECTION WITH SEALTITE. O3PI00A DISCONNECT SWITCH - FUSE PER ELEVATOR - CONTRACTOR SPECIFICATIONS - VERIFY LOCATIO;. ` O2P 30A DISC. SWITCH - WIRE TO ELEVATOR C LIGHT AND CONTROL MODULE PER ELEVATO CONTRACTOR REQUIREMENTS - VERIFY LOCH OELEVATOR CONTROLLER - 11,A E " CQNNECTIO N VERIFY LOCATION. OFEEDER RISERS - SEE RISER DIAGRAM. OSWITCH/RECEPTACLE IN COMMON BOX CONNECT TO RISER 5t2bW. Im LIGHTNING ROD MOUNTED ON PARAPET- SEE SPECIFICATIONS.;" '^ • -�.xrx 11 LIGHTNING PROTECTIONSYSTEM CONDUCTOR TO GROUND SYSTEM - PROVIDE V PVC SLEEVE ENCAS- IN STRUCTURE - SEE SPECIFICATIONS 12 LIGHTNING PROTECTION SYSTEM CONDUCTOR UP/D EXPOSED ON STRUCTURE. YS' SE. ON BACK OF PARAPET WALL - SEE SPECIFICATIONS.-' 14 DWELLING UNIT CONDENSING UNIT BRANCH CIRCUIT TO DWELLING UNIT PANEL - SEE PANEL SCHEDULE ._ FOR SIZE. SEAL PENETRATIONS OF RATED ENCLOSU 15 FEEDER TO PUBLIC AREA CONDENSING UNIT - SEE RISER DIAGRAM - SEAL PENETRATIONS OF RATED ENCLOSURE. 16 TELEPHONE TERMINAL -` R1 'AaKAM- EXTENSION TO CAB BY ELEVATOR CONTRAGTOF EORUM AR%HMMU RIE SP 16 19392 PRINTS ► m `� I Z h-�•I C O � 0 W z 0 CL a cr N W O SHEET NO. ME=10 nr O -A,— Al 0 p j l l l i =x 47 1�, I 7-0 O� Fo— I - O I�� 0 13Lr fM eL`f VAL.vE l.i/ TAMPER. swlTc+i� - � 4' O 2 L�vATaR Pe,NTHOUS5 FL,4 I, I — HVA C� S'/G-r5 l , 1/41_II oil �X a°R� ' 3 DtJ V g"v p O O 0 ,►7 — •emu :01 0 i3A-rHRcnM �Xl�ALJST STACK 6&P-- S�GTIoN-'1•`[PIGAI- foR R - FOUR (4�.-SEE DETa,i{-- 07Fo 1� O Igo. 3 coNut�cr ro egg &H g 1 oW I O ToQ of ok rEs 101 To �ua-rof- • I" lu &trrYa2fLti I" -2,e of ta4-�OF- VAl.\it, . laJ/ 'I MFIFR -HNf--r 3' ti' / n O O01 R —1 tac oc R O � O R R R R 1 O O GLl-I r w�Lu N U uN tr CoI�1 pEf�ls l ti-I Ca UfJIT TYPICAL fi'nR 28. SEE TYPICAL- Fs!;)Utr GUr�Z5 t�)E,TA i�- 3°1�l 0 co1l1 jsGT To F-f zAfU F SeLow. S'(p{.If�F'IPE fJo. I s�� FcR ET2o-j ifs z 0 a CC U w w a. 0 z w JOB NO. �lv5 DRAWN BY CHECKED BY APPROVED BY DATE S - 3 SHEET NO.` Name -Address of Property UTel,11fin/ e4 /O Z le,✓r, �TS.✓S¢ v 3'��/ %L Drawn IL Date 0 { 1 1 4 j. .- /GO 750 85 73 414/ l�o �Sj/�Qi 69/2-Y ' /oT-;? SJ,4VZ cn /Z 3 A, UIrVI 140.0 130.0 I 126 T @ 760) 120.0 110.0 100.0 r , 1, 00.0 �t 30.0 t r r ,t: ro.o 60.0 6@.0 1 40,9 40. - I 30.0 _ 1 20.0 1 10.0 I o.o 0 400 600 800 1000 1200 1400 1600 Pressure vs. Flow 148.00 0.00 130.00 750.00 100.00 1125.00 0 1947.12 TEE WITH PLUG TYPICAL SECTION WYE or TEE CROSS WITH PLUG MPIE 904 EL90W 454ELSOW 2W ELBOW 1114 ELBOW WYEES TEES PLUGS DFA. (Ins) CONCRETE (mh.) CONCRETE (Cu. ft.) CONCRETE (Cu. ft.) CONCRETE (Cu. It CONCRETE (Cu.ft.) CONCRETE (oA ft) 0.3 0 5 0.5 0 5 0.5 0. 5 10 1.0 10 10 Io I. :2 10 0 10 10 0 G 2.9 1 4 IQ I 0 1 0 0 9 4 G 2.5 1 3 1 0 3.3 3.3 10 7.3 3-9 2.0 1 0 5.9 S 9 12 100 1 57 29 1S 77 T.1 14 1i2 77 3.9 20 10.0 10.0 1 9 15. 5 10 0 5 A i i 13 4 1 3. 4 ,a 234 :2 7 4.3 3.3 144 14.4 20 25.9 IS SO 4.7 200 200 24 41 7 1 22.3 1 10.2 59 29.0 29. CALCULATIONS EASEO ON 150031 PRESSURE Arlo 2000 PS SOIL KAAMMi VALUES 1 TMMI 9LOCK.S SMALL K FORKO AMC rOU*fO AGAINST L003TUODCO SOIL KEEP -T'DO_TS CLEAR OF CONCRETE. WRAPPED to VISOUEEN FOR FUTURE ACCESS 2 SEFORE POURIN4. PLUGS SMALL K WMAP►EO WITM VISOUEEN AND A SOARO FLACEO M FRONT 3. CONCRETE SMALL BE 250o PS1 WN l C+V7:i 1=UW4151-1'ry r> f al;Tch HAr4UI^AoTLIP4�---12 As PA 2,-r C2F A r--M?i.Y. CcKn-R.6I, VA uQS i-iiTH Tk-iMK 54-417z14. 8a-4f0.,5-a8 1?1 i 10 f o. sL e16 & 'I i � A- -(o. Sl_ A6 (oEI t, 6 T H. F (,. h em-I-o 7TH. FL, 61H. FL. 3CaP-� 5 TN,. Ft.. � 2iR, .14 F L 110 JiZ FIRE 4Z>MTR0L vA of - wl-AMPPp- 5W l rc - YPACAIL PA. nwF,, EA. FUSER r'Pil'-5Ro-! h 4'�TAN1�i'IP�-NO. I ' FIISElZ No. I 04 1 ^_)JD 21'/211 fi7,V. V11- U GAP I'/2° R�F�GFR AWCAP- T-MCAL- 1EA.c.H �t-ooR- V�'I�1 . II o -a FIN FL FORUM ARCHITECTURE SEP1G190 J ^ Y,� 0 CA 4 P- I n 2 4"gE9AToR 4 �2 2° P-5 4 gEiiK(Di� 2 prj Z.r I/2 — �, q� P I 4i�ZI I X r2 ,, 1�2 P-I 2 Fi.C� 4A�RCtCoR -- A - p 2 �4 r4' 4,r �1', IYZ^ r Y2 Q 4 3� gn+ 2 4 4" AEPAToR 1 P4 ,2 I/2J TIE-coNV. VENT r �2 I/21 2 4 4' 4IYZ" P5 4 ✓A r/II 1/. r�ILA I mo' ✓1 O A H NMI �n 4 f .. .... -. ._. 3 , , ... _ .. �, L`zt'.- t ,_.. #� ._ k' . R v ,. s. k F ,S.'t' .. 1 ... F:. - _. .. F w a .. <. ,. ,.>. .r ,, ,rz -z.., , , ,.,." : _ ., -!3. ,-:: ... yr, , a x , ... __. _ +...,.._,.,v,h�.% ._.. wT r. hk ...._. n sc' ^v:. '. , v ._v..,-ra.,. > , -:. .:+..., ..._ -+. - . r, :.. ,. ...:... , ,. :. a _ xx .. f rn :S.w';e {... W 1 --: , ... > .. .. .. ,.... r , r..... a!» x a..,.:. H3�2 F—a rT�rT1 W V) 1--i W V FMM�-1 a �1TR -� r EY SR- ��IELLI I� IJLII G L_ U'1 -Al (Z �E=1�; t716-'-1 rz�M ' WAZ--rt /VENT POM. WLaTEiz, �GON �NSAT� �I�E=tom GUAR FLAN j:N A tzG E i7 UNIT VAL•ve TD VrTIGAL- {7-ISp-i`21 �l:aL/1✓II�I't�oo� t'�NE:T1�A•-flOt�l j�IS� 1O CioNh✓NSIN� NOTES: UNIT ON 10, �✓!_ �I I M�-� 1. SURFACE MOUNTED 2. OPPOSED BLADE DAMPER — GXj17.1E�lpb j1r[ > Iej�?, 3. WHITE FIN15H 4. SQUARE TO ROUND NECK TRANSITION .�TION AT GUA•s�-sE TYt'IG�.L D�jc.IL �UE�r ME ad. GorJTt2A--Tal� DU CDND NSAT✓ W TFAp- �l:Al-• �ilaAs f'Nt✓T1�ATION 1811 1211 1�t--ru RN ' IP"x j2 I2A, pules A r-- 6112-ILL� N Il®xl8 jv JrJ�T __ I II I I :pl,.o j(� M - EXTE�Ir Ild 12� I r-LAj�121.1 e 4, G vJ vGYs.'i I- V • i ° '- a. ''- P.� ..' I �1G7Gi(2.' �'I�,o.i1t�� .�� IC7. 1 N: F j 5 AEG L) f� I /� D I� d.T e � �D.�� 12 �lls HAT C7F5- ILL- S�t✓ �.�GIFIGA�-TIOt�.I -TURN t:XNh U15r V1JCr UP �r2E t�o-r�c-rED u-WsE #�.Nl�7l�.AT1aN - SEi✓ D�TP�I L� '121st� ' g'x 4„ 12 x 4 Io'' x 4." s MHAUST CRILL E— { ,s II.I-L1NJ,E �XJ�+C.LISf" PAti WIC AGG� PAIJBL.— S�� SCE-I�L1LE. L)W eLL I N6 ON IT 5TI- F-C M ETAL cOt-L-A�Z �c.NAuSTU DG/ I \- SHEET MC-rAl.EIJS- FbIUT LIP WITH �P h�lAs-r•Ic �v�R �Rt✓t~1 ` I-�S,t�S �� hrrN GLosuRe- TAPE -MAX. 8" o.c. / ALL AROUND DUcT O KI. i�ISER i]LIGT •PAIL- 5-XHA\LJ Gj- C.0Q Ae(/', M RXT�p �N�I��URE. MARK FACE SIZE NECK SIZE MAX CFM MANUF. / MODEL NOTES A 12x12 fo"A 125 TITUS / TDC 1, 2, 3, 4 B 14x14 8"m 200 TITUS / TDC 1, 2, 3, 4 G 16x16 10"A 350 TITUS / TDC 1, 2, 3, 4 D 18x18 12" o 600 TITUS / TDC 1, 2, 3 F 10x6 8x4 100 TITUS / 30OFS 1, 2, 3 G 14x8 12x6 200 TITUS / 30OFS 1, 2, 3 H 22x8 20x6 400 TITUS / 30OFS 1, 2, 3 M 14x10 12x8 200 TITUS / 3FL 1,3 N 50x20 48x18 100 TITUS / 3FL 1,3 MARK FIXTURE DESCRIPTION MANUFACTURER SANITARY WASTE PIPING -- ---------- VENT PrPIING PI WATER CLOSET vITREONS CHINA, TWO-PIECE ELONGATED FRONT BOWL, POLISHED CHROME FLUSH LEVER, SEAT a COVER ELJER 0915 SEA BOWL a TANK W/ 124-m2m5 SEAT — GOLD WATER PIPING — HOT WATER PIPING ----D4-- GATE VALVE P2 LAVATORY VITREOUS CHINA, SELF RIMMING OVAL BOWL, FAUCET HOLES allO.G. ELJER 051-3518 BOWL, DELTA FAUCET MODEL44 CHROME, CRYSTAL KNOB HANDLESS a POP UP IN P3 LAVATORY VITREOUS CHINA PEDESTAL OVAL BASIN, FAUCET HOLES 8" O.G. ELJER 051 BOWWL,L, DELTA FAUCET D MODEL 3544 CCHHROME, CRYSTAL KNOB HANDLES a POP UP DRAIN CHECK VALVE P4 SHOWER FAUCET a DRAIN PRESSURE BALANCING, SINGLE LEVER FAUCET a CAST IRON FL. DRAIN WITH STRAINER 9 SYMMONS. 5-6-I-X-L ZURN Z-415 W/ "B" STRAIN II UNION AGRYLIG/FRP WHRILPOOL W/MOTOR JACUZZI WHIRLPOOL BATH TARA MODEL P5 JACUZZI a PUMP TRIM KIT DRAIN/ DELTA FAUCET MODEL 2110 CHROME W, ® FLOOR DRAIN OVERFLOW, FILL SPOUT FAUCET KIT CR\ 5TAL KNOB FAUCET WATER WHITE, TANK TYPE, ELONGATED, ELJER 0'31-1605 BOWL a TANK, FLOOR CLEANOUT pro CLOSET FLOOR MOUNTED W/ WHITE OPEN 124-0355 SEAT ® FRONT SEAT HANDICAP WHITE, TANK TYPE, ELONGATED, ELJER 091-1615 BOWL a TANK, -il WALL GLEANOUT P-1 WATER IS" FL.TO LIP, FL. MT'D, WHITE 24-0355 SEAT CLOSET OPEN FR NT SEAT VTR VENT THRU ROOF P8 LAVATORY WHITE WALL HUNG, PROVIDE ELJER 051-1348 BOWL, 552-1400 CO CLEAN OUT WALL HANGER FAUCET FD FLOOR DRAIN HANDICAP HANDICAP, WHITE WALL HUNG, ELJER 051-2964 BOWL, 559-23m0 P9 LAVATORY WRIST BLADE FAUCETS, PROVIDE FAUCET AFF ABOVE FINISH FLOOR WALL HANGER PI0 URINAL WHITE, WALL HUNG, ELJER 161-1030 BOWL, PROVIDE WALL HANGER SLOAN 186 FLUSH VALVE FAN SCHEDULE MARK CFM S.P. WATTS VOLTS/PHASE CONTROLLED MANUF. / MODEL EF-lA 15 250 34 120/1 SWITCH GREENHECK / Sp-15 EF-IB 125 .315 (01 120/1 SWITCH GREENHECK / SP-25 EF-IC 50 25 40 120/1 SWITCH GREENHEGK / Sp-6 EF--ID 50 25 40 120/1 SWITCH GREENHECK / 5P-6 NOTES: I. PROVIDE WITH CEILING GRILLE AND WALL CAP. p I'Af3FZ i GA'riib f,1.1R PP✓- - � 3�" 5-zG" oars I pIM�L15toN15. / � � P�I KE PA-M DETAIL sh1-l' jnE-I� 10" 4_ 4" ?o fwj - CTVP.,) �� I 1�D.IZ 2 6A.THIZ coN VXHA L S R Is m "x 1"YPI6.AL r09 TOUR (4) Wa 3�� rv».. .. b a t�, IN . 7 JANITOR'S ENAMELED CAST IRON, ELJER 242-0050 SINK, 149-1450 PII SINK CORNER FLOOR W/SERVICE SINK FAUCET FAUCET, STOPS, HOSE a HOOK, 803-0630 HVAC LEGEND W/ VACUUM BREAKER a STRAINER STRAINER W/METAL GRID, 3" PS CONN. KITCHEN 18 GAUGE-TYPEM 302 5/5 SELF RI KS SINK 2 COMP. W/SINGLE LEVER FAUCET ELKAY LRB-2P0-C ® M SQUARE GRID MOUNTED SUPPLY DIFFUSE 5PRAY HOSE a LIQUID DISP. SQUARE GRID MOUNTED RETURN AIR GRILLE DISP. DISPOSAL 112 HP, DIRECT WIRE DI5P05ALL GFC 30OR ® SQUARE GRID MOUNTED EXHAUST GRILLE WASHING MACHINE SUPPLY DRAIN a WB OX WBR ELEC. CORROSION RE51ST EPDXY GUY GRAY MODEL NO. BBE-200-20TS AHU AIR HANDLER FIN. 2" DRAIN PIPE, 20 AMP. WATER ELECTRIC, (orbGAL. CAPACITY, &KW 5UPPLY/RETURN DUCTWORK FOR SPECIFICATIONS- WH HEATER UPPER a LOWER ELEMENT, NON- A.O. SMITH PEC-66 DIMENSIONS ARE INSIDE CLEAR DIMENSIONS - SIMULTANEOUS, 2,08v INSULATE PER SPECIFICATIONS }��LII J PIR�(T - - WH-1 WATER ELECTRIC, ENERGY SAVER, 15 GAL. A.O. SMITH E 015 �� Ex444,Lj<.T V EN I �nnnnNv FLEXIBLE DUCT - MAXIMUM 6'-0" PER SPECIFICATION NEATER CAPACITY, 1.5KW g 120V LF OJE>Z 20 K I!a W/ vAGUUM BREAKER CU CONDENSING UNIT. PROVIDE CONCRETE PAD TO HOSE — SI IAPf DENT HB POLISHED CHROME PLATE WOODFORD B65 SERIES CAP FLbSN I N( ACCOMODATE EQUIPMENT SIZE. # ; BIBB 3i4 HOSE THREAD OUTLET -C— CONDENSATE PIPING - PVC INSULATE WITH i2° PINKING TYPE 304 STAINLESS STEEL W/ OA515 RD F-140-PROV ARMAFLEX - DF FOUNTAIN WHEELCHAIR ACCESS WALL HANGER AREA PoR R -R— REFRIGERATE. LINES -SIZE PER EQUIPMENT FLOOR TYPE 304 STAINLESS STEEL ADJUSTABLEmm UNes A -`-ID � � MANUFACTURER RECOMMENDATIONS - INSULATE FD-A DRAIN FLOOR DRAIN W/ SATIN FINISH - PER SPECIFICATION -PROVIDE PVC SLEEVE FOR DRAIN FLOOR DRAIN W/ SEDIMENT BUCKET c`g UNDERGROUND EXTENSIONS (GU-5) VD FD B FLOOR TYPE 304 STAINLESS 57E_L ADJU57ABLE ZURN' Z-IT31-Y -t— VOLUME DAMPER PER SPECIFICATION O WALL THERMOSTAT FURNISHED WITH SYSTEM SUPPLIER TRENCH TYPE 304 STAINLESS STEEL HEAVY TD DRAIN DUTY DRAIN, 4" OUTLET, 10" DEEP, JOSAM 48560 12x12 GRATE ROOF TYPE 304 STAINLESS STEEL DWELLING UN I T I--�IVAG Rp ZURN Z-1115 DRAIN W/ DOME STRAINER t , E 5Y5TEI 15 INDOOR UNIT - AHU-DA 3 _� TRANE MODEL No. TWV0�6140A W/ FILTER 1000 CFM, * - T - 0.51 S.P. (EXTERNAL) W/ 5.16 KW HEATING COIL- / (19600 BTU/HR. 6 205V SINGLE PHASE) � OUTDOOR UNIT CU-DA,� TRANE No. TTR03U 5100A - 208V-I0-NOMINAL 2.5 TON - �,i mm nrn iuo rnrel cPFF 1030 W/HEATING COOLING F1RB CUT 45' ANG _ DISCHARGE C PER NFPA 31. c� ITN 1,,- U-"I L ITI E�-S � ` �Ai.-r✓ . I /Z l o I dl r la, �XI�ALlST r� x Y �,yyyee�� j�=Atil�lrl�t`,, \ Rn�i A PROVIDE SCHEDULE d5.STEEL PIPE SLEEVE IN WALL, 51ZE FOR AP .1R"CLEARANCE ALL A XHAUST PIPE EXHAUST PIPE FORUM ARCHITECTURE SEP 16 1992 2RINTED �N ETI2A�1Ot� NT5 O za cr CHECKED BY FA ROVED BY E SHEET NO. ME=14 OF IP20 12 LIGHTING- CORR./VIDEO/ VEND n 8 9> 18 L'I,E4p r,3K otf. S ZP20 6. NEi 1A 3R 5REAK GLASS NT iDEVICE: "BUILDING- MAIN". ALUMINUM. UNcTRLT SU20 oORI STRUCTURE E FOR METE 1. �jlj}%�EI� LUCK O OI O O IP20 12 LIGHTING LOBBY I9 a 0 20 RM A/c Arr 1P P20 2 RECEPTACLES -CLUB RM. 21 8 22 SPARE IP20 DISCONNECTS -ANCHOR WITH CONCRETE. 17, O IP20 12 RECEPTACLES- CLUB RYI. 23 8 12 24 RECEPT. - VENDING 12 IP20 5, 3 NO. 12 12" PVC - SHUNT TRIP CONDUIT TO MAIN BREAKER'' IP20 12 TV CLUB ROOM 25 8 12 26 REGEPT. - VENDING 12 IP2m IP20 12 RECEPTACLES CLUB RM. 21 8 12 28 RECEPT. - VENDING 12 IP20 a_ FIRE PUMP SERVICE - 4 NO. 4/0 CU 212" CONDUIT - (PVC - BELOW GRADE). �jEI�L1G� �EE�CR 10. SERVICE FEEDER 4-150 MCI"I CU IN EA. OF THREE (3) 4"��15F�a PVC. ti a. IP20 12 ELEC. WTR COOLER n 12 15 30 RECEPT. -VENDING 12 IP20 IP20 12 ELEC. WTR. COOLER 31 12 15 32 RECEPT. - VIDEO 12 IP20 IP20 12 REGEPT. ACTIVITY RM. 33 8 15 34 REGEPT. -VIDEO 12 IP20 il. 4/0 GCPPER GROUND -GROUND SERVICE WATER MAIN. I2. EXTEND 4/0 COPPER GROUND TO LIGHTNING PROTECTION SYSTEM GROUND POINT (NEAREST) 13.- SERVICE MAlN-SECTION'-`Sl= SERVICE EQUIPMENT *, " IP20 12 REGEPT. ACTIVITY RM. 35 8 15 36 REGEPT. - VIDEO 12 IP2m IP2m 12 RECEFT. ACTIVITY RM. 31 8 12 38 RECEPT. - VIDEO 12 IP2m I1=20 12 RECEPT. ACTIVITY RM. 313 8 15 40 REGEFT. -VIDEO 12 IP20 I1=20 12 RECEPT. ACTIVITY RM. 41 8 IS 42 RECEPT. - VIDEO -12 IP2m TOTALS 10.41 I0t- 13Z D a — 14, pWELLING UNIT METERING SECTION - SEE SERVICE 1 EQUCPMENT DETAILS.] 15. HOUSE METER SERVICE/CT. METER 120/205 VOLT - 3 w` PHASE 4 WIRE - PROVIDE METER AND REQUIRED C75. 16; ELEVATOR DISCONNECT - 3P100A - FUSE W/100 AMP LIMITRON. /\ }� Q 120/206 VOLT - 3 PHASE - 4 WIRE S/N - 400 AMP /�-�I E LUGS ONLY - SURFACE MOUNTED - 10,000 A.I.G. - BOLTED BREAKERS SKR. WIRE DESCRIPTION K T CONNECTED LOAD CK T DESCRIPTION WIRE BKR SSA B PSC 2P20 S LIGHTING- - PARKING- 1 12 48 2 POOL/5PA PUMP Z 3P100 ---- ---- 3 12 46 4 2P20 P LIGHTING - PARKING 5 12 451 6 ---- 1 12 11 8 WADE POOL PUMP 60 3P40 2P20 Io LIGHTING- BLDG. EXT. 9 8 11 ---- - II 8 11 12 ---- 2P20 2 LIGHTING- BLDG. EXT. 13 11 33 14 AHU 01 8 3P40 IP20 8 PARKING AREA LIGHTING 15 15 33 IP2m 8 PARKING AREA LIGHTING 1_1 15 33 18 ---- ---- IP20 8 PARKING- AREA LIGTING 19 15 33 20 AHU "2 8 3P40 IP20 10 SITE LOW VOLTAGE LTG. 21 12 33 IP20 10 LANDSCAPE LIGHTING 23 12 33 24 ---- - IP2m 10 SITE LOE VOLTAGE LTG-. 25 12 213 26 CU #I 8 3P6m IP20 8 AITE AREA LIGHTING 21 15 2B 28 ---- ---- IP20 8 RECEPT. - GARAGE/EXT. 29 8 2S 30 ---- --- 1P20 8 ELEC. WTR. COOLER 31 6 2S 32 CU 02 8 3P6m IP20 8 RECEPT. - LAUNDRY 33 10 25 34 ---- ---- IP20 8 RECEPT. - LOBY TRASH FZ-1. 35 10 2B 36 1 ---- IP20 8 GABLE TV 5Y5T. POWER 31 10 38 IP20 IP20 8 —a TELE NONE POWER —ELEVATOR 39 8 40 SPARE IP20 1P50 PIT 41 5 6 42 REGEPT.-GENJELEC. PUMP R'I. 12 IP20 TOTALS (HEATING) 209 211 201 34. FIRE PUMP DISCONNECT - 3P 400AMP - FUSE WITH 250 T AMP FU5ETRON. FANL I i 12-D /280 VOLT - 3 PHASE - d WIRE S/N - 100 Ai ,P FA V G W/SF )00 AMp MAlnl lalwgeR - 5uRFPcx-, MOuwlw BKR. WIRE DESCRIPTION C< T CONNECTED LOAD CK T DESCRIPTION .WIRE BKR fG-4 4C 1p2.o 12 1 3 12 2 �Iq tJG/stAIR L I? QZt7 IpZO 12 3 '6 t2- 4 " " #2 l2 IpZD I Q110 I2- L r6l - fAtiT coRR 5 S tZ 6 ?cT.- VA-;. 1Jy ur4r(' m_v M tpZO� 0 I piai �'J'p/`f�L 1 12- 8 li 11 11 11 l2' IPL"- 1 pro 9 8 10 flrw6 ALARM 9Y5TF_M 12 I-f7w I p2o "SPARE II -S 12 f(FC- COMM. 6Z'ST-�M 12- IP2m 13 14 _ 15 16 11 IS Ql,Z -z t" ,txl - EQRUM ARCHITECTURE 4 r 1 i992 PRINTEQ Z O H a cc U to w 0 v O Z cr JOB NO. Ej (o DRAWN BY APPROVED BY DATE op- ?J-'J2 SHEET NO. ME=15 OF e EXIT LIGHT - PROVIDE ARROWS AS INDICATED SMALL APPLIANCE LOAD 3000 vA a WALL MOUNTED LIGHTING FIXTURE. SEE SCHEDULE FOR MOUNTING HEIGHT. 10-100 RANGE /MICROWAVE SURFACE OR PENDANT MOUNTED FLUORESCENT LIGH71NG FIXTURE - SEE SCHEDULE 1200 D I SNWASHE R 0 SURFACE WALL MOUNTED OR PENDANT MOUNTED INCANDESCENT LIGHTING FIXTURE. WASHER/DRYER 5000 EMERGENCY LIGHTING FIXTURE. SEE FIXTURE SCHEDULE. A/C FAN 500 SINGLE POLE TOGGLE SWITCH: 20 AMP, 120 VOLT, 48-INCH MOUNTING HEIGHT, U.N.O. WATER HEATER 4500 $2 DOUBLE POLE 70GGLE SWITCH: 20 AMP, 120 VOLT, 48-INCH MOUNTING HEIGHT, U.N.O. JACUZZI/UJHIRLPOOL 600 TOTAL 25,800 VA 3 THREE-WAY TOGGLE SWITCH: 20 AMP, 120/2ll VOLT, 48-INCH MOUNTING HEIGHT, U.N.O. DEMAND F{ DUPLEX RECEPTACLE: 20 AMP, 120 VOLT, 3 WIRE GROUNDING, 18-INCH MOUNTING HEIGHT, 10KW s 100% 10,000 VA Vl! U.N.O. BALANCE s 40% (25.8-10)X.40 6320 DUPLEX RECEPTACLE: SAME AS ABOVE EXCEPT MOUNTED HORIZONTALLY HEATING e 1009. 5"160 51-IaDEDMoJI.IT �"o.�v.i� �DLI�JPLL.ZFI MOTOR, FAN, PUMP OR AIR CONDITIONING UNIT TOTAL 22,080 VA LIGHTING AND/OR POWER PANELBOARD SERVIGE/FEEDER SIZE: y 22,080 Va a 208= 106.15 AMPS DISCONNECT SWITCH, RATING AS NOTED. to MIN. 51ZE 125 AMP FEEDER/PANEL — — — WIRING IN CONDUIT, RAIN CONCEALED IN SLAB OR UNDERGROUND PUBLIC SPACES WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR WALLS LIGHTING 9 100% 1161.0 HOME RUN TO PANELBOARD: NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS, s 100% 55.1 001ELEVATOR GROSSMARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. SHORT CRO55MARK5 INDICATE NEUTRALS MISC, LOADS 6 40% 54•0 WP WEATHERPROOF: PROVIDE WEATHERPROOF ENCLOSURE FOR DEVICE NOTED WACI 0 1 DO % 61&.0 - AFF ABOVE FINISHED FLOOR TOTAL 211.1 /aMPS UNO UNLESS NOTED OTHERWISE 1/211✓LSV EQUIP. iZl'`� s GFCI EGiUI RM 0 p GottjKo1, AWE GROUND FAULT CIRCUIT INTERRUPTER 1 WALL MOUNTED THERMOSTAT - BY MECHANICAL CONTRACTOR - LOW VOLTAGE CONTROLC/O - }�` CABLE BY MECHANICAL CONTRACTOR. �irno�E oEl�jori- w.lrl�_Gol� 1 1 --Ql�{�Ei7,ZIGIJZIIJ �1. z �"d`� �--.TELEI�1-IcIJF �t�I�EG�loll r� � E EQUIPMENT CONNECTION Ft,1421-IIZ Li&D�i1.�Zjb.LLED .41 El.r�//�,iL � GAP' PJY ELEVA iCR a,.. -' �I��b p(EI,�VA�jR GG4.Iri7AN^"l F GOI�rQp.C��la �pt,t'(1�L VPd.VE M❑ MAI UA RILL- A-r FTI AT 6,& ( 38 RANGE /P11 CROWA VE 28 X 10,100 299fc00 TOTAL 503,600 VA DEMAND PER 220 - 32 (FACTOR 33) 883/600 X 33 = 291,588 VA DWELLING UNIT LOAD -8 3 PHASE 208V 291,5eZ r 208V t 1132 = 80939 AMPS SUMMARY DWELLING UNIT DEMAND 809.4 AMPS PUBLIC AREAS 'z j I. I AMI". TOTAL BUILDING DEMAND I IOO•GJ dMPs {7jUJL,DIN61 M�t�G,�NG� 4-,t --fiZ,VIGf 1 lizl; �'UMP o0 UP I-77AMPS �I t�VIG� SIZE 40D L MPS FLIASs 208 VOLT S❑ AUDIO'VISUAL SICfWAL_ r O SM Dt✓r � rop T F'LoW Sk11TGN &Y FIP1✓ SF121"KLEIF- Got [TRAM joR M IS N O f Fv� 0 zotilE I.IUNIP�fZ I - fLcvFi tsolPc�torl JhW6 w/TvfnpER s �r(��4 /- 31 — P4�-_o ZaJe I-, wIIlE,r-, Tk10 C-0 I.11QB -01-4 e-IIaGUr=j L-NIJI? {ZE�I�'rOR IIJ Evl�s;,:�ll few W112-lnla r I �. lee, 2E: hlc,I.la.Ls w�GUI`rIN)IJfJiGG.rIbI�I GA,eLe PEi r1�1 1 J 96 S Vell Oo- I M I (o 35 A 18 I/2 T M 15 Ruskin's wall access panels give access to equipment, piping, and wiring within fire rated partitions while providing 1'/2 hour fire rated protection. All units feature a single, t spring loaded door for automatic closure, an exterior key I ock for security, and a removable interior latch handle. The door flush mounts and can be painted to blend with the surrounding wall, � s STANDARD CONSTRUCTION FRAME 16 gage galvanized steel with 1' mounting flange. DOOR I 20 gage galvanized steel front panel and Aner. INSULATION 1' thick, 6 to. densitythernlai nsoWon fietween-%n-1'pa liner. LATCH Spring loaded with exterior key lock and removable interior fetch ` handle. } SPRING V 0 5 S 33 6" return spring for automatic closure. S S FINISH Primer paint y t� x OEV PuLl. 130X W�ViA6,5)7 ' Paint -grip steel and other finishes at additional ional cost. /}I U.L. FIRE RATING - DOOR W/Z201 X 1w, 11/2 NP. .. -( RA fJ AGL6 t7OFt. b60 17ETAIL, 1'h hour fire rating for use in partitions with fire resistance ratings i.O of two hours or less. 3 _ f1' GO�pUIT!5 VER'rlGA1.1- ( SIZES (Inside Frame Dimensions) '� I'xl 0 IN 2 HR RA'jVD L(-{A'JE v Sizes fit opening Y." larger than door size. ' c Minimum size 8" x 6". - Maximum size 24" x 24'. 1APW1 WALL ACCESS PANELS �11/2 #TOUR U.L. FIRE RATED T coN [Rol, 444t? r M gt ----? RISEFI N� M 0 a 25 T zz I�oJIJ r��j�rA� AT foP 8'� FLoo{z 711, FLU G-M f::eLCX>R 15_U� FLooR 4721 PLC gf +-= 14a �4„ O TELEV15ION CABLE OUTLET - DWELLING UNIT I� a" PVC N/R U A I CsAKHUst T LOCATION/ROUTING WITH PLUMBING/I"IEGH TERMINAL POINT - PROVIDE SINGLE GANG BOX (PVC) TRADES - PROVIDE PULL UUMPRE- - TYPICAL EACH DWELLING UNIT. OSINGLE GANG PVC BOX FOR CAMERA SEE FIRST FLOOR 18 PVC - SIZE AS NOTED EXPOSED AT GARAGE POWER PLAN. COORDINATE ROUTING WITH P_ TRADES PROVIDE PULL WIRE.- O4 SINGLE GANG PVC BOX IN ELEVATOR MACHINE ROOM. 19 3j4' PVC RISER IN PARTITION WAL O6xbx4 PVC PULL BOX AT GARAGE CEILING. ORECEPTACLES - SEE FIRST FLOOR POWER PLAN. D TELEvI610N CABLE EQUIPMENT/TER"IINAL AREA - t 1, PLYWOOD WALLS BY GENERAL CONTRACTOR ; ` OS TELEPHONE EQUIPMENT/TERMINAL AREA - PLYWOOD WALLS BY GENERAL CONTRACTOR. 1" PVC RACEWAY TO EXISTING FACILITIES - SEE ; ss FIRST FLOOR POWER PLAN. a "� .fir 10 2 - 3" PVC RACEWAYS TO EXISTING FACILITIES - " SEE FIRST FLOOR POWER PLAN. II SMOKE DETECTOR WITH VISUAL SIGNAL FOR HEARING IMPAIRED - SEE TYPICAL UNIT ELECTRICAL PLAN' FOR LOCATIONS. E f 12 OPEN ' r ` 13 SEAL PENETRATIONS WITH_3M_OR EQUIVALENT,'' . SEALANT - TYPICAL ALL VERTICAL FLOOR ` s PENETRATIONS. le 14 GABLE EXTENSIONS IN WALLS/CEILING BY OTHERS (PRE -WIRED). L A z 15 PROVIDE 11/2" CONDUIT FROM TERMINAL POINT TO CEILING SPACE - CABLE EXTENSIONS BY OTHERS IN 4 WALLS - CEILING (PRE -WIRED). Tx 4 � 13 a 3J41 rp 3 I" 11 S 4'" FLoeR 3°i FLooR O D is rlfz5'r el.cC*7- W Ll i Q F-+ O N z w � a e ❑ I 0 >a w cc JOB NO. CJfO� DRAWN BY CHECKED BY APPROVED BY DATE gOj'%2 SHEET NO. ME=16 OF r B1, a. . . . . . . . T 4, 7 PROSET SYSTEMS INC, ATLANTA GA 30340 R10338 (N) FIRE RESISTANCE DIRECTORY lit, 1 7 2, Typer. C25900. C35900 and C45900 firestop devices for use with Schedule 40 PVC rt: 15� It -i4 -77", t:� W Stock Stub --In firestop devices for use with cast Iron draln, waste. vent piping system s in steel. watts. kind piping ,,Islas I. theril reinforced lilldweill., .1 ui,h, bl,.1tur.1 ..Oct.,. Tonfo(Cad jhl-.i,,1d normal onsight structural concroto flpor$. Eaclt boost., until. of a conjunction with Calif 1.1 PVC couplinas (Preset Part Nos, P25454 through P45458). Each firellop C I,.,,,o PVC leay. IN.S.1 Part No,. P25480 through P65408), a cost Iron tinod, PVC alooved exron. device Central$ .1 . Cast Iran .,. ruling wilh 0" i,IU ., is base and with . I% iron sion fitting (PrnSot Pon Nos CP258 10 thsotruh CP&5S 10) and a flelituo adaptor cotiplitig Pio5at plug ul a Thermal .:.St. haimas and If n.noi.1,11n. Cap at Ifi. ad .1 the vy. ..I.m.n.a. Tn. bras. Poll Nos, P25470 through P65470), The fivestop devices $hall be installed in accordance with the top dintro., Cited be installed I,, fic,cuthria. with Itur ac.runp.man, a,R0Wu.. instruction,, To. acconaliamVinU instalMoom Instructions. Th. ..It Iran Pipe fh�.d to tire fi,.smp it ... a am tire On. TM totally F and I Ratings of ilia firablop drivicus I. daloIndual up m, Ill. it. Of to. land ob. dersicle of the concrete floor mult be securely anchored to the concrete floor slab. Ilia hourly F and corresponding PVC pipe still) And file thickness of It'. Concrete If..,. a, flown in ch. fitil.w.n, I Itaongs of 0,@ firestop devices are dependent upon the device sibs (and the Carr Of. SF1.1d.mg cast P Syst ICU M S, tkV iron pipe size) and the thickness Of it,. concrete Floor, as shown in t frillmorm, .able .11 he SVSwFF-" ", - -, i "I IISY�C IWO -I. PVC FOR P Ll Coal Coupling t�t" He. Dim all start I'Vester F T No. Clition Of Part No D I PVC Pip. In Thkin; In Aiding Rating PVC Sleeve/Extenglon Fitting/ Cast Iran Sign Floor F T FOR PLASTIC DJUIr 'A' P2 -C'2 C5.9 0 0 2 4 1/2 It floAllato Coupling Pad Not Pip. In Thkn. In noting Rating r BATHTUB BOX 'ASTIA E - 814 Fire Rating 3 His. i 5454 1`2b 4 58 C26900 2 14 0 h P25480/CP25010/P25470 2 5 3 h. 3/4 h SYSTEM A P35464 C366900 3 4 2�1, On P26,18II/CP25010/7`25470 2 a 3 h J h Pab4t, cil Soo 3 1-1/2 F35488/CP3501Q/PJ5470 3 6 3 h 3/4 h FLOOR DRAINS/SHOWER DRAINS* - ASTM E- 614 Fire Rating 3 Hrs. 1 4 P454b4 C45g00 4 4 2 011 1a4548R/CP4S010/p45470 4 6 3 It if h CASY-IN SLEEVE COUPLING The 2" bathhub box is a four - part assembly consisting of file tub box, a cast -in bushing is used to P4b4bd C4b5OO 4 If 4 It 2 It 1s654B8/CP668I0/P65470 8 5 3 IF 3/4 It T coupling, a cast iron J bend trap and a flexible bushing. The he 2"-3" & 4" floor/shmver drain is a two - Part assembly consisting of a casi-in Typo* CP116900. Cibill CP35900, CP46900 and CP06000 firtiblup d,,ices lot us. winh Prosentil firostop devices for use with inotallic and nonmetallic piping system. In 't.ol.r.inf.tcad Schodwit; 40 PVC draul. wa3lo, vent Planing $Ystoull in 61toditurdolctid Ilghtwol,la or normal wu.Ut, ".101tweliCht or normal weight structural concrete (Wars or walls or in wall, Constructed of any UL System "A" Penetrajors involves the use of a ProSet H45 - Sleeve Coupling for cast in concreta�,` coupling with an attached drain body & strainer and a cast iron J bend trap. The connect a tubular or pipe size waste & overflow. Tbp_J bond Should be Supported Stlool.1.1 I.O.Itit. in with 1.bt,n PVC l.u,i,.,$ (P,".1 Part NO. P264E I .... tied Concrete 01C,k,'. Each device Cmalat, Of . C.,Wo PVC leave lP,qS.t Part No,, P254BI) of a ProSel #55 - Sleeve Coupling for Cored holes'and 1 or 2 elastongeric "PfoSea;" split plugs." with a niciallic hanoo(. The cast Iran J bego protects against fire, the water in the ahl,tooll P65468). Each hhomp device consist$ .1 a PVC w,o (Citing al . cast Iran flood. For throwull P654118). Iwo slastaniefic plugs Sited to fit both the sleeve and pipe IF"osat Port Nita' J bond should be supported with a metallic hanger. The cast iron J bond protects trap protects against smoke spread. a ..I.dl.un in 1, bottom Stick., and .,III a 1.19 .,an plig it, a thermal .I.... hallbiot and P20012 LP00400) od the, packan, Inal.11.1 (P,.50 Part No F 104501 Th. ,am and bulk ceramic fiber "Firefill" PaClied into the void to provide a fire rated, Smoke and water-z against fire, the water in the trap prolects against smoke spread. In hiuoht of h. Cast In PVC leave hill ..1 11. reduced ban it the IhIcknes, a1a.1jdlIC Cap at the seat of tire into oxudi%nan. Ina Illostup devices Strait be obdall.d in .,Cold. f Ch. I.., tire Small i� :,I'. niih the aCcouipanying inStallapolt ustructious. The hourly F and T flatious III the fiiu�talj do I,.. full..In, tSbI.) I, less than 8 In. Ths lil.1t.p device, halt be ollalfiad in ccmdama, -io, proof penetration. Prices can be found under Ill in the price sheet. cus jiti dupundunt upon Ill. Club of itia, duvC,a (,ad C.Ifutp.oding PVC pipe .,iu) and Ill. Inuck. ecce,mpanying ifilt.h.timb 111,1fuctions. Th. hourly F ad I Rating, of th. are ]open. 1�� il -7 u.bS 01 the 1.,h;,kd. floor, St,..n in Ill. table: 41 is deal "pan it,. all. and I,P. of tire dundiefle, Liam, file typo of piping Sys term (closed Of vollbod), 'PROSEAL' PL G PIP d.v". Orn.ut.fi.. (11.m kv.11I and Ilia thickness .1 the 11.01 .1 wall assembly. as shown a III. PIPE Cast jams In PVC ccu'll", F1'..lap following table: No. Durn 01 laid floor F T I Z Poll No Device PVC Pipe In If,". ),I Rating Rating 5 1 ProSet U1. classified p P15454 CV15900 1-1/2 4 2 It 0 h P15458 CP16900 1 112 6 31, 3 h C, 5t are jisted by Part No. bt Orkinfidlon p1por Type Max Pipe Piping System III Wall Or F T a P2,454 CP25gO0 2 4 2 It 0 h they Line Devices not P25458 CV25900 2 a 31, 3 1, (b) of.. In Of Floor 11dun. In Rating Rating P35464 CP35boo 3 4 2 IF 0 h F PVC,CPVC 3 C 5 2 IF 1-1/2 It CONCRETE P35458 CP35SOO 3 0 3 1, 3 1, W Pvc.cpvc 3 C 8 2 If 1-1/2 It CyALL. FLOOR. FIREFILL 2 P4541,4 CH46500 4 4 2 1, 0 IF F FVC.CPVC 1-1/2 V 5 2 1, In E TC. 7� PnOSET P45468 CP45900 4 a 3 1, 3 1, W PVC,CPVC 1-1/2 V a 2 h In P6545U clitistloo 6 8 31, 2 h F PVC.CPVC 1-1/4 V 5 3 h 1-1/2 h I.E. Nos. Part Nos n CP45DOU-10 lifuslOP devices lot use with Schedule 40 PVC drain. waste. ton, ijpi.g system. a I F1 e, - �3 r ''. . . . . . . . I 61; 28 P45628 Type. CP15900. CIFIBOU0.16, CP26900. CP25900-16. CP36900. CP36900 16, CP46900 I'd IN PVC,CPVC 1-1/4 V a 3 h 1-1/2 h . 1 1. . - . . t �5a VI F cu 3/4 C a 3 IF 2 h TEST STANDARD: PtSTOP 44"5i c TEST DATES: ProSet U.L. classified products -7 1-1 1-,- Ia1vJ ..Nd or 11 --- If lualb., I.,,I Fluor Call,,, ass,ordah., I., Du:i,,o h.,. LSOI. L!,12, COUPLING W, F cu 2 a 3 h 0 IF 51 P25661 P25662 L52to and LD371 ... . . ... unction st,11, PVC its.( Su,,.,l I,,,,k 11h.Sal piu, this. P15551 1h,CaUl% F Cl. STL 4 C. V 3 IF I h ASTM E814-83 April - 1934 are listed by Part No. because K 5d-3 C220 ! 2 - C42012 P46bblj Each lifostrip dovice conbusti, or a pVC IN a blur it I d PVC a11b.Ck.1 and will- . Call 11.11 'to, in it. ......... Itry Cl. STL 4 C, V a 4 IF I It U.L. 111479 A August 4989 to cap it tire and of []to wyo extension. areo(at W re wall, F . floor. TnOF1T they are DQvices not Systems. reevicereBb) PVC ar Schedule 40 (or heavier) PVC pipe or Rigid Nonmetallic Conduit (bearing the UL DETAIL Pa. Completely IlbouUtt Ifin, Nuuy-Cralt I, I).. ebtw,boad PROSEAL' ..Id CuOu" uld vinn It Ca,t anPVC It..v.d ldlolij JPI.Sat Part Not, CP15928 CPVC � Seat 7 (of heavier) CPVC pipe PLUG for cast too airelpdc. but. In. Ciplunt wail- Li.t4tg Mark). CP45028) IUnit .1 tire fee far Pas111. 11p,.ru W,IIU..Id CU Type L (or heavier) copper tube. PROSE7 3 I.D. Nos. Part Nos 2" & 4" be nIICl Cast Iran Sell Pro. (Service Iet E.1r. Heavy). Tire hourly F and T Rating. of the ine.i.p duyinit. If,. (,,.,t.p STIL - Schedule 40 1., basis,) Joe pip. , R1,ld Steel Conduit (heart., the UL Li,tintj APPLICABLE REPORTS: and it,. p,,,. Suits in hot Msrlk�f U.L. File R10338 L 6b-6e P25568 - P45568 Pic to) C - Cl ... d (Supply or pr.c... pipes). V . barred. d,alo. sent piping Systems), Project 83NI<24827 C22012 - C42012 5c 3 suppon Ill E.Niandian Flitael, No. ourn 09 Type P26858 job brut di.vicir far us. with orbard piping systems In 89NK20114 CA_ 6c;3 an11,1,1, vi concrete tTire Pipe to Ill. inuttop ii 'I A' I L, ebtPoll No Pill No PVC Pipe 1. cplbuuo P16551 the underside of the floor muit be securely anchored to the concrete floor too When In 5 P15551 CP16028 1-1/2 Stallod in accordance with accompanying irstallidion Instfuclion.. firetrap device win att.in 3 it, F TEST RESULTS: 5d CPiI5!j00-16 1-1/2 CP21110 Rating And 1-1/2 h, I Rating. In 4'ti" Concrete Floor Or Wall P25561 CP25920 2 77 CV2 Do P25b5i 2 Type SI 66204 Ints ties li,.,I.p device fee ". with PVC drain, waste. vent nI h, CV35900 p3sb5l file rated Saint or trussed lumber joist Ficar-Calling assemblies jo.g. Design No,. L50 1, L5 12, L528 CP36920 3 PART No. PENETRATING ITEMS 1. '8" Concrete or PreCast Floor Ga. Cast -In Coupling ...... CP35!JoO 16 P3556i 3 and 1-5371. When Installed in accordance with the accompanying fia't.p CP45�00 ?46561 CP46928 4 d..u. will train I hr F and I Ratings. COUPLING & PLUG .................... MAXIMUM PIPE SIZE F,AACTINQ 2. Plastic Pipe Insert 61h.Cored Hole Coupling ........... CI-45000 le P45661 4 Type P25054 and P36654 drain greater, devices for use with metallic yard piping systems In nom 4 In. thick normal weight concrete floors. The metallic pipe affixed to P6545411, - P6060) 6" Coppef/Steel (Open End) 8" Concrete or PreCast Floor SID. Tub Box T,,.. C26UIOT. C36816T and C46UIBT futialcip dust... let asith S11o.d.l. 40 PVC ultra, I : - 3. Plastic to Iron Ell So. Cast Iron J Bond StPIjBn, 1,, 2 b( bit. .led UyPeran. wallboud .,..I stand wall with One liresiop device on the underside of the Control@ floor Oil be socub,hy aacticardl to til. Carl- 4. Metal Strainer Ed. M.J. Coupling stic Pipe Inserts 5c. Plastic to C.I. Pipe 3 t/d lit. deals Clude to U. Do"Un Nub. U411, U426)� Crabe used I. n.... 6 In. thick floor job. Whan installed I, accordance with the SCCOmpdbnydICj installation instructions. fira,- 2. Plas 3" Plastic CPVC (Closed End) 2 H 5. Metallic Hanger Be. Plastic to C.I. Pipe soliosaalf, or in WdI13 COnstruclud Of arty UL C14saidand Carl, top device will attain I hr F Bali" arid 0 hr I Rating. P3545-W, P30112 11/2" Plastic PVC (Open End) 3. Plastic to Iron Ell 5d. Cast Iron J Bond clsolif 131OCks'. WIC.n .$ad in Tyll.un, kvOIgU.ald/,t,hA $fail all astatubtahus, ilia d.kico must Type C206304 shower drain firestma device for use with PVC drain. P-oill, 61. Type 8115 Adhesive Caulk 4. Metallic Hanger eSo, Plastic Waste & Overflow supoeb, Slid uc.r6ly I. to.] ... at botas within 11%0 Stud CdVIdy Of the Well. in I fer [its rated solid of Fussed lumber loisi Floor Calling am3amblies bi.a. Dolion Box. L50 1, So. Cast -in Coupling 5f. Flex� When used in concrete or conc[uh, Muck walls. devices installed in Conjunction will, PVC accompanying ratallnurn ble Bushing. k,finch are odhor Colt ionj trio wall IPfOSa1 Pan Nos, P2645UG th,ior,lb P454b8C) or riion[.tied L512. L528 ad 1.537). When asislicul In accordance with If,. *ProSet has the only Dtritub/Shower/Floor Drain device or system ASTM E 814 So. i Coupling ions, firrillop device will train a I h, F Rating and a 1/2 hr T Rating. nto(PI.S.L Poll Nab, ?255b8G P41i558G). E�,lt fabblop Con. Far use with porcelain water closer on nom 4 In. thick normal tested by U.L.-S-10 go boils Of a call hall insoflud too with . ,,t it.,, ,full III a thutniat inoCloset StuixIn hrestop device weight concrete floors In conjunction with melflitic or PVC drain. waste, vont Pilling system, When Cap at Ill. top of Ill. .Varied airIll. I.I.sLup duvolis built be insualivi to bCCibd4oQa With fine to, installed in accordance with the accompanying Installation instructions. firestort i will rain'ProSut has the only Ballituc/SlIower/Floor Drain dev'iCo or system ASTM E- 814 tested by U.L.-5- 10-90 unitaildlion inoructiont, .,It, [)I. 1.0 of Ill. Cast ICU,, uts.rtud I.. located on 12 ht F noting and either a 1-1/2 h, (4 in. stub in) or 2 hr (3 in. stub in) I Ratnng� anl: Tolerance between cored hole and cored he billOIll. wall ....... bly. Tire houfl, F .,,it T V.11n,it .1 the 2 fit and 0 INTERPRETATION OF RESULTS: niporl le coupling should be hi. ruoprocustily. Thu Inutto, du,icu aitot Closet Stub4n hrostop device for use with porcelain water Closet an I hr fill. .led aid or air7 no more than 1/16 of and inch. Illu OavOirtdad litionU$ and One Cutrusprindin, pu biiv& trussed lumber joist Floor-Ceffing assemblies (a U. DosiUN Nos, L50 1. L6 12. L528 and L53 in con. SYS(efil "A" Penetrtors, can be used as U.L. Fire Tested pipe penetrations for metallic piping Ill. tuillowall, bddu: junction with metailin, or PVC dr8in. waste. vent piping systems. Whon Installed In with aFiction Fit the accompanying installeflon truconWallop w1l U.1a I hr F and I R In's. Sized from through 6". through 3" pipe penetrations for non-metallic CPVC plastic for PVC Shi.s. Fj ... top Co.1-In PVC NO. Diem 01 Type CPI5812, CP15814 and CP16924 firetrap devicus far link and slobouls with fire sprinkler System. domestic water, heating and cooling, or electricl conduit. through S1.... Poll No Part No PVC Pill* In PVC k.rd piping system, M 2 h, We rated too w.11 amfor non-nietllic PVC Plastic, drainage, waste and vent piping. A P 2 t Go SO 2 brief sviih nIia 3 518 in, deep tod, ('r,. Design N.S. U 4 11 and U 4 2 4 When installed on train citations are C15alur P2545bG 11 above pen IC46dl6T V4546dG rL A CJbUIOT P364f,CIG 113[bbBG 3 oof all assembly (4-W., Tell, I Rating 11 2 h, ad I aiois 1-1/2 lb, When inItall.al on exceptble Through floors or walls. P45tibUG 4 only one Side of wall assembly, F and I noting, are 2 h, when exposed to (,to from .,the, aid., UL aar 1-2 hour fire fated gypsuin wag boittil PO BO� 129 Grandview, Mo. 64030 It Wall AlstintlelY-7ho I a, 2 h, file led gypsum avallbOsrd/lled well assembly sh.11 con� I'd in if-- drouthlbrol .,1 111. nividuaW SaUn in the UL file tiorastinica Dow"osy and ncluet aA. --VERTICAL foatin-1al Consul of ..In.( O.d studs or sw.i Wood .ds INSTALLATION INSTRUCTIONS to cons4st of fionnail 2 by 4 on. turnout spacod 16 in. OC indit norumal 2 by 4 in. lurrabor : � , : .. : i 1 1�2. � 0 U UL CLASSIFIED ,nn! plabil ad class black,. Steal $,.do 1. be 3-5/8 1 I. -to. be 1-3/8 u. do., Wood or stool siud Chb000dS With u0nabl3l 1/4 in. foldlial Crack .turn on lj�n,,a iuhd�. lofmud front -it Sto.1 stud, cut 3/4 esslengtLESS STEEL CURTAIN TYPE IBD FIRE DAMPERS 0.025 wl. thick (No. 25 la,,lul GALVANIZED OR STAIN aassembly height with ends nst.ung in arid securud to channel shaped lialvanijad stard floor and eintrack. wah Steescrew, SINGLE OR MULTIPLE SECTION 1/2 1,,. far, Type S 12 oil On both $too. of ,.do or by welded .1 ballad d.biomid I. ICIOldo Steel too 11.1 1. bl..d 24 in. OC. U. Wallboufd. 111, thick. 4 ft. slide With Square of tapered adVa'. Any boiling III, UL Classification III asoWallbo.j,d vonicIdly on both Sloes of SILd lianunU with joints cordarud over studs and '011us an $,do$ of oil st.uu ... it a. Skutt. Far I hr 1". atud! vv.11 equal to 3tA FS-195 NOTES: "44� wrap 4frist. 1. Opening in wall shall be a minimum 118' per toot at .,Ilu.,Id I, Far 2 b, ...... ad wall two Irereasticinuillind an. shad [,an, larger than overall size of damper and sleeve assem- 0 iri Z So. Wallboard. Gypsum (CKNXj c.luU.ly in UL Fri. Ir bly lot gIvnized steel damper$ and a minimum C. Itiustrinorri-lartun wood slad frandou is mployed lot I it' wall U,, 3116- pef foot for S13InjeSS Steel dampers. Maxi, Suitt waIN,Oard attached to studs with 1-7/8 &it. lunU Ga Cur,,d,.,,ual,b, nail, spicad 7 Fri. inurn opening not to exceed 118" per foot plus one Z O.C. at joint othfus and in We field. VF wood stud Irtionno is omployroj lot 2 11, fifa.,a, -inch for galvanized steel dampers and 3/16* per toot it all Is,.( of 111sual attached 10 Stods with 1-7/8 to far,, - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - it conerret-coahul neirs spactij 6 10 8 lot. O.C. tit joint odigue and in fit. lodd, Qatar ljy.r plus one inch for stainless steel dampers. Opening Of gyPSUITV watilaoibil attached to studs with 2 6 to 8 in. O.C. -3/8 jn. long ad crumint-coauld nails spagrad shall no[ be less than 114" larger for any size damper at taint allows and on file hold. Whou shod PtOlOd I-' I I" will Gypsmantoch.g! 1. STOP, kvith and slr:-eve assembly. healong Typo S S.1Tu,p1nU Out, I an. .. .... ki head Steel sc,uwb pa.ud 0 it, 0 C. I jont2. Sleeve gage shall be at least equl to the gage of the .JU., abill 8 to 12 in. O.C. in III. iudj� WI.." stand f . ........ I, II�iswlaioul pipe with r IF [a( duct as doliged by the appropriate SMACNA duct 2 ha, all ..... I la,u, P( ...... IIlonto Typo S I01 difliouU. -01-1 end I- IIlivid Out-' 111-1 It 111S.. wallboard a -I,], (Non InaulOod plpd almlloM 1.5,8 when one Or more Of lhe followlng duct -sleeve con - in. IOIIU 7YP* S bull -lapping Luoto-guad It bid b1lukt. .,Ol.d 12 D.C. nections are used (plain "S" slip, hemmed I'$" slip, ba" taPPo') OvU'U 'load allows bPJCod FCCOA 12 Co. 0 C. at construction standard arid described in NFPA 90A .1 join, odUas and in the fluid. 1). Joint Tape and al, Of, 114" min. bead of fire barrier COoPPOund--gNot Slrokah�-Virjyl or case Ieamstanding "S" slip, reinforced standing "S" slip, In- Poland applied in two coals to joints caulk 49tlQl to CP 2611II/S coulk. side slip Joint and double "S" slip.) 2 and Screw or nail floods OF Paler ljycf Of gyp'a'a fare2 to ..do, embedded in first II c.n,,.u.d .,a, .11 0 U leads Of Out-' IS,.' -1 gypsum waoar3. If any other thcl-slecvc connections sic used, sleeve U 2. Stand! Pike 0, 12 (Or Schedule IOS (.1 11.aviur) $laid pipe NOTF_ MEET ALL REWIREMENTS shrill be mi Inum of I G gage (Or dampers up to OG"W mail(.I noid Steel 4 it.. theaud., I., bull x 24"H and,114 9390 If damper width exceeds 36" or OF U.L. SYSTEM U147 Z U On 14 in. Plan redly Only bit usud in walls COnstructud using Steel chinioul Conduit iametearlShod Iheight exceeds 24 0 studs. A Cj.uF Isure IIiI'l-st-la PIPIF -1 conduit t- be heaenelOF kiliall Costly andth and 10 be bandly supported on both side, at .,I[ 4. Mounting angles Shall be a minimum or 1112n x 111z' 0 Z 3. Pi,. a 14 gage and fastened with NIO bolls. or screws, I ., 2 in. Ihn:1k h.U.- .,1 ... d6cal heavy density 3 112" 1g. welds, or 3116" rivets to sleeve at a maximum Poll Uu$s 110-1 -'at's 01, tire oultiAl. with 1-11-SCIIII, kl,ll. Loo'duclu.1 itnilLs with metal Ltstublu$ Of lactury-appitad SSL. Transterso joint$ stialod will) InOtal laSlunlifs or PIPE WALL 'PENETRATION DETAIL FOR 1-2 spacing of 6" for stainless steel and 12' for garvan- IuaIlized with a minitnum of two connections In each Side, Sao Pip. and Etuipmont C.�.fln,,S-Ma t3ftGU) catugo,,i. Building Onto. top and bottom (see Ild"StratiOn). Mounting angles lot Any pipa'covuilo, rualinial bluallf, no above spoci,cabonk HOUR FIRE RATED WALL SICq Ill. UL Mv,eimo .,it, preaof 25 ossangalvanized dampers 50*w x GO'h or 60'w x 50"h and Developed of 50 ad let. I., be used. t less can be a minimum of 1 V2 " x 1 1/2 ' x 16 gage. NTS 4. F,,O.t-P SyCiteal-NI.I.illind cany a both v-d-1 Of wall also ... bly Ill. lood, F Rotor, of the grablOP SVItrain IS Juildf I OF 2 lit chopundin, upon he hoully Nfa frub, Of In. wall Maximurn laslener spacing for 16 gage mounting ..'truly W1 whnCh it is Installed. The hourly I Ilana, for file hrob,op byalom Pro japhuldaj, an1Much it IMounting angles shalt overlap wall a minimum at F Ralings-I and 2 Hr. (See Item 4) af ease keth System No. 147 angles is 12'cer*c( to center for vertical installation. natings-0, stallod. The lribluP ciijdwwfution H. C a( of is upon ilia sit T 1. 1-1/2 and 2 Hr. (See Item 4) one inch. . . . . . . Ia trial, 0 coae".0 Pipe a, i,u covorinUl and the PoFlaolvf 01 like Circular 5. When multiple damper assemblies are joined or :2 ltIF4V _:TOP CONFIGURATION A FIRESTOP CO NFIGURATION C lashening (tamper to sleeve, dampers shall be las- atuned with no. 10 bolt or screws, 3116' rivet or 1/2' A 1. weld staggered intermittently, and spaced 12' maximum C-C lot galvanized and 6' maximum c-c for stainless steel. See Note 5 U.. pip. No'. pip. FWCFd.p 0, C.raOO11 Covering Anoular C.phQ C) Chun Ink,,. Sp... I in N 0 3/16 in. A 1 2 1, 4 1urt0-1/4 A 01, 12 3/1 C-6110 IA 01, 1 4,in None 1/4-3/8 au at. A lc 7 n. I if, U I car 1 1/4-3/8 11/2 It 12 1,,. 2 1/2 3/4 it%. U I 1-1/2 1, SECTION A -A SECTION C�C 4 10 �/ I U Ic 1 .,2 1, -C 12'a N, 11-1/4 D 01, FIRESTOP CONFIGURATION 8 (a) 8. C and 0 indicate Fitastop CoobOvnittun. as in tire lollonNuit: FRIESTOP CONFIGURATION 0 3' Mae. Fuii.t.p A A. Fill. Void .1 Cavity Mribiriad'-Caulk-Ceille 1,11 forced oto 1. 2' Max. asp.bs.Ul. and wuh 0 ... 1. 1/4 in. it .... head .1 ,ulk I. oD 4A Pipe ., Caudal, at is Iraq, 11'. waSee Note 5 Mi,j ... at. Min ... 9 anacurngCP-25 S/L. CP-25 N/S. Fi ... to, C..Iigu,.I,.,, IF JA. A. fill, Vind avit1/4 -GALVANIZED CA Fbill, f,,ad an aid. to ... fail. ..,,Iiud in 2 n'. to. NO'. 2 '.1 E wide buip uUtilly wrapping aiOunid blool Pilot. abod Conduit Of PIOU covaull, (Wd bad, out) h with $44411 butLed. Wrap C,ECIP layof IUCUIaIY bound With wife as alUnnolual had tapir SEE DETAILS ON and Slid 1-1/4 .11. bull, 11,41 ... tax 3/4 bo. .1 tire wrap UL CLASSIFICATION I ..... ourie h. wall Oil. Us., I wrap ip is rwa eal 1 2' Mae. thick pipe I, used. Two sof si,,ons trip a,. .,O;,.d hen a., 2 in. thick MARRING ON ENCLOSED ICovenIleIPRODUCT Minnesota Mining & Manufacturing Co. -Type FS-195. in STAINLESS STEEL S. Fill, V.id Or Cavity 1/4 in. diameter head I C AMPE plied to the varao strio/wall Interface and to the exposed edge of the wrap strip layer ag� SECTION 13-9 SECTION D-0 Catilornia State Fire Marshal Listing No. 3225-24 5:5 Pies 3/4 in. (,am the -.11 Miarole.t. Mining N anuacurinC..-Typq, CP 25 S/1- CP 25 N/S. Fhailt., C.nfl,u,.If.n C '-Wrap StripfFloaminal A. Fill, Void or Cavity Materials 1/4 In. thick Inuumescant 0I.St.m- alle material faced on one side with aluminum fast, Supplied in 2 in. wide Sir;,,, 2 in. wide strip, tightly wrapped around pipe Covering (foil Side out) with seem butted and with edge of wrap strip abutting wall surface. Wrap sIrj, temporarily aid in Position with FIRE DAMPER DETAIL aluminum foil too&. steel wire tie or equivalent. -Type FS-195. Minnesota Mining & Manfracturim, Co. S. Fill, Void or Cavity fulabitiats'-Caulk-G�aormus bead of caulk applied to outer pedro*. Jor of wrap strip at interface with wall surface. Minnesota Mining & Manufacturing Co. -Types CP-25 S/L. Cis 25 NIS. C. Stiral Collar-NorrAmal 2 in. deep collar with 1.114 in. wide by 2 in. long anchor tabs and 114 in. too, job, to -,So trip toy.,. Call Of ,,Cut 0.016 if. thick Ban. 30 gauqe) 931vanited beat tire available From wrap Strip m3nufacluer. A, an alternate. System No. 49 Carter may be field -fabricated from minimum O.Ot6 in. thick (No. 30 gouge) 9.1tvaniled cWtil.to %,;JI F Ratings-2 and 3 Hr. (See Item 2A) shoot steel in accordance with instruction sheet supplied by wrap strip manufacturer. inaiaiial. it: (,;Oi;U of LUC) T Rating-0 Hr. Steel with anchor t.b. beet In,tviFlud 90 d.gl..,, -,,,,ad tightly .,.and top top layer with minimum I in. overiap at seem. With Steel anchor tabs crossed li,hll, .,.lost 1/2 in. wide by thick fligagrilloud, wall surface, compr,,, after .,mind wrap strip layer using a minimum 0 028 in. thick Stainless stool b.ind clamp with worm drive tightening Mechanism at the midn,ahl. Secor. to gypsum wallboard with 3/16 in. diameter else togg', bolts 15/3 in. of grip) In conjunction with minimum 1-1/2 in. diameter steel 4 4 Slop at wall 1.1/4 in. washers. Four toggle bolts required. symmetrically located. As . final step. bond core; nocv, 90 d,,,.., lovive,d te. to look wrap trip love, in position. Firestop Configuration D 11111.0rcull oil. A. Steel SF,.ya_CylimIIiC.d leave fabricated from min 0.019 in. thick (No. 28 going.) get- shent stool and having a min 2 in, lap along the longitudinal @arn. Length of steel sleeve to be equal to thickm... Of will plus I In. such that, when installed. the ends of the sleeve 1.101"! JupQ of conduit. will project pp,vidol 112 it. beyond the aceof the -all a both aid,, of the woU 2 Lr assembly. The diam of the opening, cut in the gypsum waltboard layers on each side of in* wall assembly (concentric with pipe) to be 2 to 2.T/2 in. larger than outside dism of par, such that. when the fibil sleeve is Installed. a I to 1-1/4 in. annular space will be cdeacluit, Caulk pilAntuban I A , - I 11fituall! 1a, A cip-2-5 CQUIL eine w�l solleass, d the i,. M.4 0. fiendo, of ills SECTIC N AA Fiat. inlWhibc! by calling the sheet steel to a clarn smaller than the through open. Y . Fla., Wall A ... qnbb,�Min 4-1/2 in thick I Top ottly. ing. insenlng the coil through the openings and releasing the Coil to [at It uncoil against ightw-11ht .1 amm.1 weight (100-150 Pon can he circular cutouts in the gypsum wallboard hyers. C1111. We$[ II.-bly may at,. be constructed .1 a., UL Classified C.nc,.t Slock.'. Mae. ocircuit, through ... mm, 1, 22-1/2 im. 8. aoConcrete Bf.k (CAZ71 cat,g.N in File Directory to, aForming Materb.1-Min t in. thickness of mineral -wool halt insulation material tightly fric. lion fitted into steel $leave on both sides of the wall assembly a ermanenarFar,. IA. Steel not hown+�lorr. 12 in. Firm (.1 Schedule 40 (01 h1avierl amaeriato be it min 1/2 1.. from and Of steel It... (T.,h wall c .... d c into gypsum wallboard surface) on both sides of or 11 assembly. 111-1 Pipe C-11 into Concrete N--' -1 wall S111vir to be flush onlh a, project qrli� 2 in. a from 100 surface of floor of from both surfaces of wait. 4 Cqr�k equal 10 3m C. Fill, Void or Cavity Materials'-Clualk-Applied 10 rill the steel Sleeve to a min depth .1 2. Pipe or Conduil-alCom 20 il. them for smaller) Schedule FOS (or hsavi.rr to,? givit. no- 6 CIS 25UIS court 1/2 1.. a both lid., of -.11 .... mbl,. A anna 1/4 if. dialer Continued, bear! of Caulk diem (m, Ii,id feel Conduit. no, 6 bar dflarn (.1 I,,. L far mi'vi-I) copper hall be applied arounthe .1 the Coaat ill g.... from In. gym tube. nom 4 in. diam for imaller) cast iron Pipe of mom 4 in. d,am for smaller) steel EMT. Max wallboard toy.,, ad both aid., Of the wall assembly. one vivo or conduit Per through Pairing. Max annular 'Pace between a;p4 a, conduit and 14 W, edge of through Peening mat to exceed 2 1/2 In. Min annalar cocabetween p;p. 11 Conduit Minnesota Mining & Mfg. Co. -Type CP 25 N/S. Cavil, on boll. .1 'll.ining th� UL Classification bli,flim, od edge of tblmilh pening is are on, IpPat PIP. .1 1. be rigidly supported LSlilclon ca ric fled. on both sides of floor or wall assembly. Stop of floor.. Q.Vlft qual 10 41A, - 2A. Steel V--t 0-et4Not Sh.wm�A. amomalto In, pigs .1 gndl�b. am 4 in. di.l.t., I., 1�9,,r 1hurt p1p. O.D. No. 28 1duct or be used I, through Oran. ings of floor assemblies Provided max annular space does not ax"ed 7/8 in. Whom steel vent duct is us,,cl. F Rating is 2 his. NOTE: MEET ALL RE QUIRENIENTS 0i 8urgitr III CT ALL 3. Pecking Material-PolYethYleml backer rod or morm I in. thickness of lighthy.pac�ad ceramic 2 NOTE: ro OF U.L. SYSTEM &C49. ltdck fib,, bl.mkat, halt IIf:b., a1�. O.D. OF U.L. SYSTEM I!J If marent form. Packing material 10 to recessed from too sorlaci, of floor or Imme bo:h surface' or of -III athe luilad c,.Ik fill 11, 41, 3 FS-195 stiAs in ahermirm for floor% whnn mai pipe sizi ;a 30 in dimm and whom max annular pace is I I toaPice-Pat hall alckim, abe r1cess'd min t/2 In, from bottom sort of floor, PPE FLOOR SLAB PENETRATION D TAIL FOR SMOKE WALL PENETRATION DETAIL FOR 4. Fill. V.bd Cavity M.Will, -Clualk-Apoli.ill 1. fill the through ... O;n,. When no, pipe -SMOKE AND 10inr�'l�"��d-�.��.��.l�",�C,i, I m..anonfill Thok- L me,, is 1/2 When no, ipe d.,, I, glIM., than 10 in. ap A14D I OR HUE 13ARRIF-R OR FME WAL fmim fill 11 1 in. In oorfit to h a mItmiled flush from 31. In wells. till maeralto be installed Iwilla top srjrl�., I., bell.- noenNTS Flush -,In -all an both If -oil the UL Classification M.,knn, aIMunn ... to firmim, & MFI. C..-T,,,, CP-25 S/L CP-25 HIS. IriniC C _OSETSTUB- 'ASTM E-814 Fire Rating 2 HrSin4`COncrLtC. T Ti ie 3" or 4' Closet stub'is a two-part assembly consisting of a cast -in or cc note coupling cut to fit flush with the concrete floor and a closLt flange that IT I o the coupfing, Schedule 40 plastic pipe may be directly solvent welded Me outlet socket of the coupling. This assembly uecdnies a closed -end fill device. The PVC coupling will not burn out because of the lack of oxygen t support combustion, up inside the opening. ILCLOSET F�NGE FURNISHED By PRQSET ProSet U.L. classified I mal,7, . I are listed by Part No. 7 --- j-. TOP PIPE STOP they are Devices not C - I SYSTEM A-B & C SYSTEM A-B & C "OR POURED IN FOR CORED HOLES PLACE CONCRETE A-2- pit CORED HOLE FOR U_ LIJ MASONRY WALL bual S�EVES & FIRESTOPPING. :3 'A-2' Use ProSet "Fi,estoo Penetrators, U.L. classified in the Building Materials Directory. tested 'STM E814. Use all applicable pipe penetrations through fire rated, wells or fl�c� ceiling assemblies in accordance with the manufacturers instructions. POURED A, Use System 'A' Penetrator- for water lines, and other small metallic piping IN PLACE Elm Ute, System _8' Penetrators for cost -iron DWV pipes connecting stocks, and are, ns W C. Use System "C" Penetrotors for plastic DWV pipes connecting stocks, and drai ns, A-l' REO Z NOTE: ALL P17ASTC PIPE PENETRATIONS TO BE PROTECTED PER LOCAL CODE UIREMENTS 0 1. Use Cast- I couplina Penetrators for ooured-in-place concrete with metal or wood forms. 2. Use Cored hole coupling Penetrotors lot cored holes through concrete floors and walls. Sleeve voils. 3. Use Sil wall Penetrators for sleeving pipes through gypsum peas Z ell Beee-eatill STEEL leass- PIPE, PENETRATION DETAILS SLEEVE FOR LLI NOTTO SCALE GYPSUM 1: WALLS Z let UJ > a. LORUM ARCHTTECTURE Z 0 ll- a- FC 0 JOB NO, jj��Yl CHECKED BY APPROVED BY DATE - 1-110 SEP 16 1992 1! R I N T E 0 p% I December 30, 1992 Mr. John Hayden Fire Inspector St. Lucie County -Fort Pierce Fire Prevention Fort Pierce, FL RE: VISTANA BEACH CLUB PHASE II Dear Mr. Hayden: Francois R. TrahaO Professional Engineer 953 Moss Lane Winter Park, FL 32789 DJ'L" OSlp�S �oAK-D�M-K. Based on our conversation on November 1992, pertaining to the above referenced project, the drawings have been modified to reflect the following changes in the fire suppression system and associated emergency power system. 3 C A direct diesel engene driven pump will be used in lieu of the electrically driven and associated emergency generator. The fuel system for the engine will consist of a 60 gallon tank within the pump room. Emergency power for the new building will be obtained from an existing 190 KVA generator located in the existing building on this site. A load calculation is attached. The emergency feeder will provide power for the following: 1. Fire pump control panel 2. Jockey pump/controller 3. Elevator 4. Emergency lighting 5. Fire alarm/communication systems control/monitor circuits will be extended to the existing engine/generator controls for the followinU' functions: a. Engine start/stop upon building power failure. b. Control/monitor to the building fire control station. Your assistance in this matter is much Existing engine generator system Exist Bldg. „ New building loads Fire Pump Exhaust fans Elevator Emg. Panel Loads Jockey Pump (Noncoin) Sub -total - exist building Elevator Jockey Pump Building Emg. Loads Sub -total - new building Total required Existing generator nameplate 190 KVA 138 amps 16 62 30 246 amps 56 amps 20 38 114 amps 360 amps 659 amps Based on the above data, we advise that the existing generator has sufficient capacity to assume the loads required in Phase II. Please advise appreciated. y> of y ur comments. V — han, P.E. um Architecture a H LLJ k t of y v � a y g --------------------- a f. �SS } L 1 y : P m � * A�, Xt Yt, t it i� R 1 4 /irl d 1 ypypr} 4 - f� t Y F u# 1 S Mi., t ... w <.. .. i`. 1 ' To ftJLL ip 1 iK /2 W, , W Q 0. 1 V V Q W W Q O z PTO • • z0 O d l� � a ¢ U N o 2 � 0 W � Z SSSLLL w � O 2 a W S JOB NO. r2&7� DRAWN BY ECKED BY APPROVED BY DATE 6 3-I'Z SHEET NO. ME=1 0F t x ftt3 4 rx `� 4 t i � a 9 T� }��. � � Z �� Y i � iK ��e�r5� iJ'^s �F Fi' i�,i'E •. ry � Si IV Installation shall be by a Florida certified contractor. A separate permit is required by the Fire marshal for the installation of the sprinkler system. Automatic sprinkler system and fire alarm system shall be monitored by a central station facility approved by the Fire Marshal. A separate permit shall be required by the Fire Marshal by a' certified alarm contract I, EF, or a certified electrical contractor, EF or EC (unlimited). - W Q CL O U � w = o U � Q LLJ w m � a o z w U > w I a7 Z 0 a � U �( o w � I yr I � N o _ � N U W JOB NO. rjCOr�, DRAWN BY CHECKED BY APPROVED BY DATE AIR DEVICE SCHEDULE MARK FACE SIZE NECK SIZE MAX CFM MANUF. / MODEL NOTES A 12x12 6"0 125 TITUS / TDC I, 2, 3, 4 B 14x14 8"m 200 TITUS / TDC 1, 2, 3, 4 C 16x16 10" o 350 TITUS / TDC 1, 2, 3, 4 D 18x18 12"0 (000 TITUS / TDC 1, 2, 3 F 10x6 8x4 100 TITUS / 300FS I, 2, 3 G 14x8 12x6 200 TITUS / 30OF6 1, 2, 3 H 22xe 20x6 400 TITUS / 30OFS 1, 2, 3 M 14x10 12x8 200 TITUS / 3FL 1,3 N 50x20 48x18 I-100 TITUS / 3FL 1,3 GRILI�IG1 / I I_J �lAT- TO Vf—�'R-1 IGAJ-- P I`�YjS - r�1✓AL�j=1fI�F�00P {�N6Tl�AfIDNI _ = , { .< II I. TO �iONt7�N�IN NOTES. UNIT I. SURFACE MOUNTED 2. OPPOSED BLADE DAMPER T> x fiiXj1EL�Ifp !� i FINISH 3. WHITE 4. SQUARE TO ROUND NECK TRANSITION *� '�- �> 's+ a,-. } . , —T-.-�m—•_--._.-' ""-i'°T^—"m'�,-�`: "---ma's--' ;�• � i�l f�L�NT 50 - AIM �J�X - SAL 1• I f�1�Y1�OD fT'Y�NANIE sM�E LA0G�U�Qt - LL 4 1JTrMljTvR '�/AII GUTi�ot=- lil-IA��Wf'�N>✓Tl AKTIONI � AT ( loll I211 i�7L1f�N =.. I . I fP�x12 12A pi�c Alfa G11�ILL� _"t`'£. ? 'gym ¢J Xsy,r +31k COLD WATER f�IFIN HOT WATER FIFI GATE vALVE a�-n�_,' �-�".x ••' �' • "F'�$� FaN *kra 3.,�� €ys`y s, tis� ►• ••- • r • • 'b f 4&.pt, i} § !n E� wSii�+'Y$iY $`tii'* 'y[ lY'L • • � ♦ n• •• 3Y Ai kR `V i`s3a'' x C FAN SCHEDULE MARK CFM S.P. WATTS VOLTS/FPI-IASE CONTROLLED MANUF. / MODEL EF-IA -15 250 34 120/1 SWITCH GREENHECK / 5P-I5 EF-15 125 .3-15 6-1 120/1 SWITCH GREE EF-IC 50 25 40 120/1 SWITCH GREENHECK / 6P-6 EF-ID 50 25 40 120/1 SWITCH GREENHECK / Sp-6 ' } CN.�'i�°,} �+irtY in Y #°,} 4: i )i k X,, 4Y y�.h ' ,kt$ y�;i �,.'a.ti'�YsJ« HVAC LEGEND ® SQUARE GRID MOUNTED SUPPLY DIFFUSER SQUARE GRID MOUNTED RETURN AIR GRILLE ani I Aoc � r.>"n Me ttJTFn FX4lAI 1.ST e RI I I F TTC.o6,43COB SIZED AND INSTALLED IN STRICT ACC- .vKVA WITH MANUFACTURER'S ARgp RECOMMENDATIONS r PoR A�G UNIT Mop�L 1.1G1 ( J 2 L08V -3U) -: AR0. (IIB. A.L.(z, F40MIMALR. PROVIDE 5U5MITTAL5 ON INSULATION WI AT " ° '4 i2' R��RIDG}ERP IJT LI4J S r 5 TON.) EQUIPMENT SUBMITTALS: 1 .' PROVIDE ADEQUATE SUPPORTS AND V15RATIC ISOLATORS ON ALL AIR HANDLING UNITS "q �x mar': �� SO�l1 1T Wl�s1l; V�FJT ALL RATINGS ARE BASED ON CONDITIONS OE` � ' PIKE PAMPk�R �I I I � SEE FI s(oP OUTSIDE AIR TEMPERATURE AND ENTRANCE AIR 80 ` P✓F IE (iZL�TIotJS To SAT SAT AND 67 W.B. TO EVAPORATOR COIL. pETAII 7t T MC-f7 PROVIDE SOLID STATE HEAD PRESSURE CONTROL ON T RISER CONDENSER FAN(S) FOR LOW AMBIENT OPERATION I l� , fry.: DOWN. TO 30'F.T COI l q•-ram ,& w PROVIDE 5 MINUTE TINE DELAY TO PR fk" ,' is COMPRESSOR SHORT CYCLING. . 10n a F� Sj WTI �.•�AW ESCUTCHEON PLAT 5 qF- - CUTOFF AT 45' ANrsLE —7 a PROVIDE 5GHEDUEE.15. PIPE SLEEVE IN WALL, S A APPROx_ 1/1 GLE RANC AROUND EXHAUST PIPE Pr4N E L A120/208 VOLT - 3 PHASE - 4 WIRE SM - 225 AMP LUGS ONLY - SURFACE MOUNTED - 10,000 A.I.G. - BOLTED BREAKERS BKR WIRE DESCRIPTION K T CONNECTED LOAD CK T DESCRIPTION WIRE BKR ) A )6 B C IP20 12 LIGHITNG CLUBROOM i 1 10 2 spAlKg IP20 IP20 12 LIGHITNG- CLUBROOM 3 10 4 OAK@ IP20 IP20 12 LIGHITNG CLUBROOM 5 6 SPp� 1P20 IP20 12 LIGHTING ACTIVITY ROOM 8 g �QAR� IP20 IP20 12 LIGHTING RE5T ROOMS 9 6 10 LTGJRECEPT.-LEVEL UTIL. RM5 12 IP20 IP20 12 EXH. FAN R.M. I1 6 10 12 LEvE-L L,JLK i.1n7 2EGEFr IZ IP20 IP20 12 LIGHTING UTIL. RMS. 13 4 14 efhR6 IZ IP20 IP20 12 LIGHTING- EQUIP. RM. 15 6 IZ 16 k)t iGR iEoTER 12 IP20 P2m 12 LIGHTING CORR/VIDEO/ VEND 11 8 Q? 18 L'l \h%T R 0 ZP20 IP20 12 LIGHTING LOBBY H) 8 S 20 ?lM A/C urlrF IP20 IP20 12 RECEPTACLES - CLUB RM. 21 8 22 SPARE IP20 IP20 12 RECEPTACLES- CLUB RM. 23 8 12 24 RECEPT. - VENDING 12 IP20 IP20 12 TV CLUB ROOM 25 8 12 2F, RECEPT. - VENDING 12 IP20 IP20 12 RECEPTACLES CLUB RM. 21 8 12 28 RECEPT. - VENDING 12 I1=20 IP20 12 ELEC. WTR COOLER 29 12 15 1 30 RECEPT. - VENDING 12 1P20 IP20 12 ELEC. WTR. COOLER 31 12 15 32 RECEPT. - VIDEO 12 1P20 IP20 12 RECEPT. ACTIVITY RM. 33 8 15 34 RECEPT. - VIDEO 12 1P20 IP20 12 RECEPT. ACTIVITY RPI. 35 8 15 36 RECEPT. - VIDEO 12 IP20 IP20 12 RECEPT. ACTIVITY R1. 31 8 12 38 RECEPT. - VIDEO 12 IP20 IP20 12 RECEPT. ACTIVITY RM. 39 8 15 40 RECEPT. -VIDEO 12 1P20 IP20 12 RECEPT. ACTIVITY RM. 1 41 8 15 42 RECEPT. - VIDEO r 12 IP20 TOTALS 10<{ I 97 137, x t, PA/� }�EL Q 120/205 VOLT - 3 PHASE - 4 WIRE SM - 400 AMP � V v LUGS ONLY - SU FACE MOUNTED - 10000 A.I.C. - BOLTED 5REAKER5 BKR. WIRE DESCRIPTION K T CONNECTED LOAD CK T DESCRIPTION WIRE EKR SSA pSB ,6c 2P20 S LIGHTING - PARKING 1 12 48 2 POOL/SPA PUMP 2 3PI00 ---- ---- 3 12 48 4 ---- 2P20 L5 LIGHTING - PARKING- 5 12 48 b 1 12 11 8 WADE POOL PUMP (0 3P40 2P20 10 LIGHTING- BLDG. EXT. 9 8 Il 10 --- ---- - 11 8 M 2P20 12 LIGHTING BLDG. EXT. 13 Il 33 ld AHU •I 8 'P40 1Pa� 0 PARKING AREA LIG- ud 15 IS 33 I6 - --- IP20 8 PARKING AREA LIGHTING 1-1 15 33 IS ---- ---- IP20 8 PARKING AREA LIGTING 19 15 33 20 AHU •2 8 3P40 IP20 10 SITE LOW VOLTAGE LTG. 21 12 33 22 --- __ IP20 10 LANDSCAPE LIGHTING 23 12 33 24 _ _ _ _ _ _ IP20 10 SITE LOE VOLTAGE LTG-, 25 12 29 26 Cu •I 8 3P60 IP20 8 AITE AREA LIGHTING 21 15 23 28 ---- ---- IP20 8 RECEPT. - GARAGE/EXT. 25 8 29 30 ---- 11=20 8 ELEC. WTR. COOLER 31 6 25 32 CU 02 8 3P60 IP20 8 RECEPT. - LAUNDRY 33 10 29 34 ---- 1P20 8 RECEPT. - LOBY TRASH RI-1. 35 10 25 36 ---- I1=20 8 GABLE TV SYST. POWER 31 10 38 FA-rmR`/ IP20 IP20 IP20 8 8 TELEPHONE POWER ELEVATOR PIT 39 41 8 5 6 40 42 SPARE RECEPT.-GENIELEG. PUMP R-I. 12 1P20 IP20 TOTALS (HEATING) 209 211 201 t PAN E L 17-0/Z50 VOLT - 3 PHASE - 4 WIRE SM - 100 AMP �✓/3Q 100 i.Mp MAIM SR�PK✓FL SURQPIE MouhlT BKR. WIRE DESCRIPTION SK T CONNECTED LOAD CK T DESCRIPTION WIRE E5'G9;p- 0A )6B )SC 1p2o 12 I -Ty 2 L1611ipslcq 1- 12, 1p -0 1 P2.0 IZ L.-c, - muff. VIl 3 6 I2 _ 4 " 11f2- IZ Ip20 I }71.0 l2 1,r(1 - plK-q pl coKR 5 S IZ- 6 I (y•- VW5�U 1tly Urirr WtV. 1T IpZO Z �I P 1Mf CnJ LzpL 1 12 g n " IZ- Ip2t 9 8 10 f:fvv- ALARM 5 s1�Nj l2 ' ENT NOTES -RISE 1;4 1. CONKECT TO EXISTING UTILITY CO. TRANSFORMER VAULT BUSS- COORDINATE WITH UTILITY CO. 2. EXISTING GENERATOR 190 KW (238 KVA) 3. EXISTING TRANSFORMER SWITCH PARALLEL ENGI �j STARTING SEQUENCE- FOR AUTO START AND Fj eA CONTROL SYSTEM- MODIFY AS REQUIRED 2 4. EXISTING NEL ADD 3 P 100 A BREAKER' . "*�XS 04 Gitait# T<,. - MAR< "FIRi 6. NEMA 3R BREAK G-LAB �"'� cVICE MA as ,=` ••BUILD s,�-< --- — �-- �'�-�--= —' .. ie sF� 0 /N W C �S .. . ��,..'�x r�k.:.�°r �- ��' �,�•5 �,k.� f:� Era. �.3�.`