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Home My WebLink AboutStone's Throw 32409DRAINAGE ,NOTES I 1 1. MIN. FINISH FLOOR ELEV. 19.00 1 2. MIN. ROAD ELEV. 17.00 3. MAIN ROAD TO HAVE CONT. MIAMI MOUNTABLE CURB AT 0.25% MIN. SLOPE_-- 4. PARKING AREAS TO BE INVERTED_—_ —--------- — — — -- --- -- - -" - — -- - — - --- - - -- — — -- - CROWN W/MIN, SLOPE OF 0.50% 5. ALL PIPE TO BE R.C.P. SOUTH 25 TH STREET — — — — — - 6. MAIN ROAD 8" SHELL'S & 11„ TYPE I-i--AC5£ — — --- — — — -- — -- — — — -- — 7. PARKING LOTS TO BE 6" & I° _:- - 1V OZ Oro I q W alpeg.oj2 IB ,axly(I.t7G ! trr. 43I.1�G X 2B / I T rP�i Ii.1 n Ip II. T=i I 30C - _.._ _ LEGEND• - ,--___ _. I - —._ 15C IA IC 2A 2C BUILDING TYPES TYPE 11 (TWO STORY l i `-- � 1 73 15B 15D 2D } ' I 1 306 30A ,; �, � � -_ 1 --- r r- % °* �� 15A i 31 C 31 D 31B 31A 27B 27C � 1 3 _ a 27A 27D - 26B 26C 26A 266DJ L I 19A 198 29B 29C 29A 1 29D 14 D 5 63' 5 14C 13B 14B / 13A 13C 3B BUILDING LINE 'I 13D 3C l LINE OF MAX. BUILDING FOOTPRINT i 3A � i LINE OF PLAT I ' If 3D 17A . 128 � I 12A 12C � TYPE I ONE STORY) � p IOB 4C 12D a21m IOAF7 IOC x 46 4D o 1 0 IO D \� 4q IIC 2 68 a 5B 11B 9B 5C 7BUILDING —LINE IIA 5A OF _ LINED' MAX. BUILDING FOOTPRINT I LINE OF PLAT I f 5D 8A a 100 188 — , 21 A 21 B .11 78 6B 19 D 19 C _ L D 20 C 22 D�— 22C 1— -_ ----.i 8B r-- --_ -- - - `--- -8D / - 7C 6C 1 L-4k1 1.75 A.:1�!'h f,✓ 16A 1 16D 16B k MODEL rpxlC�( t��tx \. 7C A1� rwAL MAX 7 18C �_1_i-1_ 21 __ I P�UIL�IN.t IN i 1�1 01' 231 1711 r qe�c7*' DATA PROJECT NAESE: Stones Throw (Formerly, Seminole Springs) Type- e o roiect: Townhouse, Fee Simple Parcel Size: 14.57 A( -- Project Size: 31 Bu�l {no channe) 's (no change) Land Use: R-• ;:-ily in land use plan. Cross Density. E. /acre Impermeable Surface F Buildino footprint: 2.82 Ac. (include fenced paved patios) no change Parkinn areas: 2.79 Ac. Access road: 0.48 Ac. Other: 0.37 Ac. (Rec. areas, inc. bdlos) 6.46 —Ac . (44.3"' Vs. 55.0 in old plan) Open Space: Permeable surface & lake 8.11 Ac. Recreation F.rea: 0.37 Ac. TOTAL 8.4c. (58.2") Parkinn: required Parkino: 248 (2/unit) Parkins provided: 270 (2.25/unit) Handicapped spaces: 7 (according to Southern Standard Bldo. Code) Development Schedule: Expected startinn date: April, 1982 Completion time: 2 years._ N Z Z Z SITE PLAN SEPT. 309IS83 SCALE: I I = 501' LEGAL DESCRIPTION The South 3/4 of the West 112 of Northwest 1/4 of the Southwest 1/4 of section 21, township 35 South, range 40 East, lyinn and beinr in St. Lucie County, Florida, less and excepting the West 40 feet thereof for road rioht-of-way. This site plar is requested by Planning Department of the St. Lucie County. Reference to letter of September 29, 1983 signed by Assistant Planner, Mr. Dennis J. Murphy. ME N E N D E Z 0 ASSOCIATES ARCHITECTS, PLANNERS INC. WEST PALM BEACH '.FLORIDA, 33401 I13051 689-07'14 J LL QI 10 a 3 w LL 'In w Q W 2 3 LUL 0 Q U Q 2 W •7 ?" U U o LL Q W L. Q (n W U) I cc 83806 DRAWN BY DATE Kier, - 3o B3 REVISIONS DATE SCALE :.A-. 6{+cWN SPI yyEr' 'D�r'Ok FI LLER r zzz I y I 14 L}----—---—--� ----------------—-i I — 34 1 ,r 5�, ui !Y CLIP ra � i �4Gnr•ITt I — i ;b41ZU.L. I. V'ITY LOADS: -,'rNTS 2. _nl'd" LOADS (SBC SECTION 1205) C PRESSURE 29 PSF 3 II ILDII.'= CODE 19S" "aN 71,1 r i REMEt.., "' N. CONC. ; 1318-77) .�' `"..:,4L OF STD. r 'ICE �INc. r. ONCRETE _. ti')RMAL WE.', -,(US:- _ A Y S SF-, iFORC . M' CrNRY B. REINFORCING STEEL: BARS SHALL BE NEW BILI FT ' K, CC ,I3RMING WITH t " 60. SUBMI1 " FORA _. L RrClt iICt,, FOP REINFOR ;' VITHE FOLLOW h :TE COVER SHALL BE ;DED: C. STRUCTURAL-- - -ED AND E.. t , ORDANCE WITH AISC SPECIFICATIONS = `;,BARDS. - IT E?'-PVP.T D�PTI�S AyP Cln h�„irr7- F. .rG, OF EXIST _ ITIE ro a _E ,_c ,.,NI vI', _�MENT '^" f h EA'FILL ^ CT T, A ECCENTRIC LOADIP, _ 6 SLAB AT E EVi--_,1r; MECHANICAL OR E. �,. ,INSERTS, ETC. rR N „ N"GS ARE INTO APPLY TC L Ak Si,. NS L° 1 JLESS 07• ;WISE SHOWN. 9. SL Ar nn 5`HICK, REINFORCE '- vr>10/10 W ,. E-'IS OTHERWTS" SHOWN}. SLAB Shi, "7 OVER Sr'.' OMPACTE 7 DEI` SUBMIT DF'- :, FOR APPP ^ 1,- . •" �,i,�11ENT. 10. VAPOR r ,- See Specifics-, 11. SOIL VALLi=r=SSUMED @ 2500 PSF TO BE VERIFIED BY AN r E" CSTTN'G LAC. 12. ALL R SUPPORT SHALL BE CLASS "C" (PLANT ED}, REIN BARS �."i,,ATELY PLACED AND FIRMLY HELD IN POSITION BE RE AND DUk'N� Tr=E c - TE. 13. WALL APE .I `TCNED IN ACCOP"oN^,F W'TH THc t:� 5 LIONS FOR MASONRY v *� B. r, C. Mo- ;''.S, METHOD OF CONSTRUCTION � I =T GROUTZSr=, .h'>�'i;i.�', �'�`� ",�:; SHALE BE AS SPECIF IN THE N ,ON {J(lI tllrt TC 1 r 1 r D. �<- ��"_ E'_ .- k -�' E SHELt r^ T BEUD3* r.!. IONS, USE tl,: MORTIF I E. 9 GAGE LADDE 7 `PE REINFORCEM '' EVERY 07 FOR ALL WALLS. F. L SPICES S> f1-L BE 3t 71V,-S 6 rnA""'_'Er C. 6'P.OVI'1T i 4C ".TICAL -' O.C. I"'AXI'"1 Je ,'virS P. ,�- T"I`rr,TED ON PLANS. H. C' 1 SUBMIT 1 `)RAWTt`; "I CAL C140-70 WITH " .L L �13 ,,,.,1 t � ^,.�-°a c ,.. 1j AST.M 2. WITH APPROVAL TO BE 3000 PSI -17 'E 60 OR 40. �a��✓Isi SC:Al 3(v DD F k I �r 2'-00.11. r I/ 2',<4ou1>-OL � WOOD TRUSSES 1. SCOPE This division of the specifications shall include the furnishings of all materials, equipment and labor necessary for the fabrication and delivery of wood trusses in the building. It shall also include miscellaneous parts including: Bridging; temporary bracing and related items of hardware;metal hangers; anchors; and special metal shapes deemed by the architect, structural engineer or the truss design engineer to be necessary for the proper fabrication and assembly of the wood trusses. 2. WTERIALS A. REFERENCE SPECIFICATIONS The wood and fabrication criteria of all prefabricated wood trusses shall meet with National Design Specifications for Stress -Grade Lumber and its Fastenings, by Nations Forest Products Association 1977 revision); Timber Construction Standards, by American Institute of Timber Construction (latest revision); and Design S ecifications for Light Metal Plate Connected Wood Trusses, by Truss P ate nstitute 1978 revision , the same as if those specifications and all their references were set out in full herein. E. LLYE ER All lumber used for the truss members shall conform to the published stress rating for the species and Grades set out in the official Grad- ing rules of the appropriate lumber association or as listed in the reference specifications; except that, wherever this specification, or notes on the plans or truss engineering designs calls for lumber which exceeds the minimums set forth therein, the specifications, plans, and/ or truss engineering designs shall be applicable. The moisture content of all lumber shall be within the proper limits, as stated in the reference specifications, but shall not, in any case, exceed 19^ nor be less than 7" at the time of fabrication. C. "V,1' : 7 CTORS Al truss connector plates shall be manufactured from only prime commer- cial quality galvanized sheet metal of no less than 20 gauge thickness which has a minimum yield of 33,000 psi and a minimum ultimate tensile strength of 48,000 psi. The corrosion -resistant coating shall be r-60 commercial class, hot -dipped galvanized before stamping. Where field connections of truss subassemblies are necessary, the connec- tions shall be in accordance with the details shown on the truss design drawings and approved by a professional licensed engineer and architect. Field painting of exposed trusses and metal plate treatments shall be add- ressed in another section of the specifications. 3. ^ESISN ".. All truss designs shall bear the name and seal and/or registered num- ber and state of renistry of a licensed professional engineer. B. P11 truss drawings shall be furnished by the fabricator. All critical dimensions for determining fit and placement shall be approved by the general contractor and architect prior to fabrication. The exposed trusses shall maintain the web and panel points as illustrated or. the bid document. 4. FABRICATION A. All trusses and other roof structural components s^all be fabricated in a properly equipped manufacturing facility of a permanent nature. They shall be manufactured by experienced workmen, using precision cutting and truss assembly methods and under the direct supervision of a quali- fied foreman. All trusses shall be fabricated under the strict rules of the Truss Plate Institute (TPI). B. All truss members shall be accurately cut to length and angle from straight lumber to assure tight joints for finished truss. C. All truss members and connector plates shall be properly placed in jigs and the members tightly clamped in place, remaining in that position until the connector plates have been pressed or rolled intu the lumber simultaneously on both sides of the joints. 5. HANDLING AND ERECTION A. Fabricated trusses and subassemblies shall be handled .pith care so that they are not subject to damage. If the trusses are to be stockpiled or stored prior to erection, they shall be set in the horizontal position, resting upon temporary bearing supports and braced so that they will be subjected to no unusual bending or tipping over. B. During erection, care shall be exercised to keep horizontal bending of the trusses to a minimum. Care must also be taken to install trusses right side un and to have trusses positioned at their respective bearing points as indicated on the truss drawings. C. The permanent structural cross -bracing to insure the overall rigidity of the truss system, shall be in accordance with the architectural plans of the building structure. D. Proper erection bracing shall be installed to hold the trusses true and plumb and in safe condition until permanent truss bracing and bridging can be solidly nailed in place to form a structurally sound framing system. All erection and permanent bracing shall be installed and all components permanently fastened before the application of any loads to the trusses. E. All prefabricated wood trusses are to be installed in accordance with Bracing Wood Trusses Commentary (BWT-76), or HFT-80, as published by the Truss Plate Institute. F. Field erection of the trusses, including items such as proper handling, safety precautions, temporary bracing to prevent toppling or dominoing of the trusses during erection, and any other safeguards or procedures consistent with good workmanship and good building erection practices, shall be the responsibility of the general contractor and/or the framing subcontractor. G. Framing anchors and/or truss hangers shall be provided by the contractor in accordance with the architectural plans. H. Temporary construction loads should be spread out nver'the truss members so as not to cause members stress beyond the limits of unit design. MENF_NDEZS ASSOCIATES ARCHITECTS, PLANNERS INC. WEST PALM BEACH FLORIDA, 33401 1305) 689-0714 d J UL DRAWN BY DATE REVISIONS {GATE SC�aLE A2: ` y 1 � ` � 1 V t/I��%Y r/✓ q E 7 UI j TO - -- --- -- - - - - e;e;CXoc}�_/-.,,I i i Ij f � 1 � 1 � A-r'f 16 NXCE� WATEK N f T t{ AFL-NfE"' YY j <TYp) A LONG - WALK II Ir It ��J':,tV;i=aL1� � LoL�vERBCi $1-%ot-t� FL4017R Tel 2 P�Nr✓L hLt�ll-� G-�L, l�Rh, 9 AL�:M. fkl--�NIr�C� WIIJI�oI�•i �P�ry,W. Go.� it ALL PdIF1T FOF- pooP�� LNG' TKiM To 6EF M _, ,-F�, e)IL 1, i LL 7 JoltITh ALL l �t� To .IAL-L. uLK C I. iT+t �`' AGRYLlG L�T1=X. TT9--_ M•R��R•YW�L�- a 1f5 1,iC7✓Fr.'. , _.tI ,(uk 2 G L I �c7 , - i?of'Cr?tZN I' T�xTLif 3. -ALL t-�np f;"36 ar-z� 6eYLo t L_ I ,�-ru i 4 ,* FHA 755, HAVE! 4"K 41` f x . ; < SIG TLC 10 TJ;.A fE:2Fr p lT .r �>r< FL>✓v s' PLANNEPS F4_O4'•iMA4 33,fan,, USI=ALIT : 1 ryry Lx 7..7 ME NEN"�)F z & A S �s 0 c0l"', ES A PCH i'l K. T S, iNLSTPAC I'OFJF, FLORIOA E:3051 n F A4 GLL 5- Iq IL,, CTYro) G > ALUM • �.b-1NI'�-'I I� !ITN ,bra `XA> b am2 2x4 ,�p �-7TU5;� '�11I2� t>#Tt' �TI�►� C> KI�G� 1�111��01� III � 4 F2T. Ft1t��lt�j Ix 3 Pi car{G� 0 � 9 jil r N) j< Ire.. CoUI�hE 1/,z ° LL, c h �i I Ev�r�Y T}}IR.p Gau�� CTYPIGP�� l it - A� tiv, T I. rlF-�+-T c/�1 12 a �xT. ytl #�l YIG (.f,Kovlt -- �U�M. METp•a �� -r V�rJT _ 2 � �, �1a• Tt�l M `iTUGclo ov�r� 4,11 - I r:� s 0 1~� , FIL,l tE,� exu ( FaUNppTION yrT, I { r PLANNERS &NC, z.AlE ST PALM BEACH H FLIOR,OA, 3340 t {t C I [T i d W I:: 14 [ DER cH � rc-r.;-S, VEST PALM BEACH r- L r � .V y vJP.�Ei' I��..t�BfL 1 p3 >1 F� wa. 16 _ rJ \ x kikJ�IL i 7 : kt' 1 cov GFM d' ` fit?11 VtLrF- PLUMBING AND AIR CONDITIONING PLAN 1I4" : V-0" ' '. t~ ^> 's :- ;,fie •l - _ t.. _.: �, r ,^� -,; Vs .j.� k] E,p4j L E3ALEV & ASSOCIATES 5208 10th Avenue North Lake Worth, Florida 33463 (305) 965-5064 ARCH 1TEEC TZ P6..APaiC ER;R INC.. 'C3C9.5] 6135--07'84 r a+ r I w R'�1y1'Y} 4yLPgC � '.� Y tP f ry{ P � f r� fF ii !�g F i —MV, L IF 0 to SOUTH 25 th STREET ,7� 8301, i 4 ff�)p S E E D E T A I L -30E-E-117 G 18 Cm 00'42'52-'E 985.5z _�i� 4- 14.48 �A O� x�x\Qrry x T A, Q,2) 2 3 1 D 30 3 D x \00 2 J\ � O �` 5 1 I I '511F_ Fix—jUrZE Lc-4E�JD X\lb. 0 /> I P1 2 A Y.\ 100W Mrt2CUa— -), L11 v, P0--T 61 AOO,)e CP.AOC. Vn 00 . ..... 77 lq,21 90A Ti qD - K �l o t-.� I C, r �,14 U I i Pig) r4l T AL,i m 15 6, t, 100 t� F D 120� 2 C' 157-03 _1A LAKE <ili 2 ��J- 4A /> FoLe 1H i�Lw\,I. MnutjTeu orl I coi- 0 0:1 1- 100 W ME�r4r-ba-T \IAROP-, t_�OCL.Osffrl cef45,"T10 JF 4\B X\V_ Ot-J CAW &LL)tl E!;0X l,0Jvl�,TA5LG C,120ut�0 -010 9D FL 13 (L c� 2 �D- A. X\ FOR ELECTRICAL THIS AREA', Alr7ry A 1-1 00 t, S E E POOLHOUSE-PLAN) �A 0 �z 2 j\ 27 2 C x S IT E ELECTRICAL NOTES WEA-11tEV- F1240 U� pot, fL %X\e 83,17; / 1 cj ALL SA I F-,r-. TAi5La �Op_ A" S(Ta Wt;ZINCQ, 2 4E 2 D 4 F 2. COOP0175 S�AAU_ 5r= lt�9TALL;_--Q AT C�15MS AS RGC?'P 2x �A 5y �J, Ei�, C-, 110 0 - S ALL, '51Te U(:�RTlk�Cr r-000JC-T0PLG 15WAL�L t5E *10 1�\Naj 7" 4 B. D 4.- cow:iucpP_5 Ar�e crr�� pzc�- "4x 1�4L)m 2 23,/- 2 3D 2 6B 2 C (D (.T P-0 U Ti t\J (4 0 P- c I P-f- I I T4 0 L) T Vq rl I I T �E t� A FY P OV A L_ OF k P� T, 6 P_ C= r,4 C, . Pic I'L w k 0 -Z PJE —*4 3_9 corslo�jcTOPLS SAAL.L- e;-= kt-4 k, I — UTM 2 5t 21a. QOtJ METALL16 C60c>JtT 1r1 Aa-0R-0Plr-JCc-: WITH 1,1, C. U HT TA r5LC- 2 ro - 9 r=, 2j f�°°°` /9 // 1 1� SUFCTOCAL COOIPL�`TOPL 70 �L)KJ\JISPi itw) IN$TALL- "�L-L� U IL4-ry 61.83 T 194.17 0 JIJPaLCr94LVJ0 C6"PViT. /V \Colo Pic, J�_ .00 9 119.53 4__ 40.13 p 77 ;;Z eb _775, A" lP WF-4 PPOOf Z < >> 1 9 A 1- 9 B 20 17 2 2 2 B c-cyl P14-pl(,p Ply x —CH— 0\jp_tz_ 4eAo UDLIT'� PiZIMA AL I _E_ 1BG06r ELEt�TRICAL 55PI141ce (j�,se ei,04 3 1 D 4 3ED Yj\ I AD ,7":. RAQUFTBALL Y, 2 0 D GAZEBO 2 0 C -2 2 2 b- -a�lc Pzur4 ci�PaL cTq_cutjo, u-n LvT To trqer,L� ae E. D COURTS _Cb6(2_0i�JATC \mT9 F.P.0,A.. I EE T 145 B 2 ]A 218' T 0�. U7�i_117 FA 1 8 B vp -T-f FAD M600TED T��t45 r Ole M �RS, IT - - --- I i UTILI 00 a9f poll 4- CAVA('.� IE3LVCT, MLTEIL5 (5eF- 5LP6r .PLAN r 12 Cc rl=lr 1011 n. I f-,\ %f t% 1 11 t-& D C 2, 1 2 1 C __ 1 1 .4 U(ILIT� POLE MOL)OTtsp TjZAr4�>feP_Map_1&, %FET-F-H-.5 iL OSTALL a_,c(�T 5r_-p,,jkCs Up peLEs io W IT� W I 1, 40 C8) 10 S E E D E 7 A i L c 8)10 L TENNIS COURTi-0) "I Py Y. Q. 9PAF-rz ONOEP-a90000 wN0ulT) CAP eOr I Gr40 MA 040 — - — 7 - F_(TEE 0080610"W 980.7— lk —0-- ::-� — PLAN % A R C; #,i JIJ 0 -7 1 714 I ------------- rG 1 yy n. IL T- J r UNIT-2 UNIT-3 14 .4- -4 UNIT-4 U N T 7 y ec, fi A. 4, -Ab A) t IC u Ty ELEc7r'RICAL. FLOOR PLAN HLOR•D-A REGISTERED ENGINEERS NO, E3,0003434 #ICTR 4)(,�,Ifqll (110 INC. - DESIGNERS - PLANNERS IF2096 1___ENGINFERS E. Bond Drive, West Palm Beach. Florida 33406 (305) 967-7979 %n PH N IE TV, 0 7- 7 A C.3C,35FSs MA" OC, _. ---- bus am�� Taps I B I LOAD pole A A g amps poles LOAD A B JAPT. FEEDER DEMAND -EGEND. &HEAT) N t Zr 3 - 4 2n ( LINiIrJr t� �:� OTHER LOAD ( LESS AC rr 2a 5. 6- - 7 a 3U 2 pR+�z 2+ LIGHTING & RECPTS 3.7 3.7 33 L 0 1 9 10 '1 ! 1 2i G4; i4.;ENERAL PURPOSE, 120V DUPLEX RECEPTACLE 'fix 2i1' Ji S'C ONNECT 5'.'.; TCH,AMP,POLF3 8 FUSE NO'ED �i AG # ' 7 o 11 12 t -n;.j APPLIANCE 3.0 3.0 13 14 1 L i _ (14) 3M WEATHER PROOF,120V DUVLE RECEPTACLE D c H:-ME 2 30 15 16 rt0 l VJA`:�'ti - ': !'3 1.5 1.5 _ 1 _ 1 1 7 18 2c i ; y ,, ti 3 r: > +� WASHER r! SPECIAL PURPOSE, 120V DUPLEX RECEPTACLE BOOR SUT TON _ 21 2?_ DISHWASHER 1.2 1.2 I GROUND FAULT CIRCUIT S TV ANTENNA 23 24 .� ONE HALF SWITCHED, i20V DUPLEX RECEPTACLE © SMOKE DECTOR 6 - REFRTGATOR 1.0 1. 0 27 - 28 CEILING MOUNTED INCANDESCENT LIGHT OUTLET SPEAKER 31 32 GARB. DISPOSAL _ 1.0 1.0 ,.�''y. BRACKET- MOUNTED INCANDESCENT LIGHT OUTLET 4 FA.N - - ®_ 33 35 34 36 DRYER 5.0 -- i�>-rC TIME CLOCK C RECESSED OPEN DOWN LIGHT �- 3'7 38 8.4 PHOTO CELL CIRCUIT 0 RECESSED WALL WASH LIGHT _ 39 40 p RANGE 12.0 `1 �! 41 42 - -- ----+' 91 Q JUNCTION 80% '?ECESSfD EYESALi LIGHT r.-. _.._ __� - j Rc:!ed voltage- 120124C> Q 120/203 -------- I prase 3 w+re ^1 n,:nch poles 12 ❑ 3:i �; � HOT WATER HEATER 5 2.5 -.- -� EXIT LIGHT WITH BUILT IN BATTERY AND CHARGER -.'�-'� VAPOR PROOF LIGHT Rated amps 41 d150 0200 G Cabinet C3Surface Flush Mt S TOTAL 'CITHER'•'LOAD 30.9 19.8 EXIT EIGHT,120V Q SURFACE CYLINDER LIGHT Fufi neutral bus �GfOUnd bus_- �Ninyed door 1_7Keyed door Patch Mt-r'r Na. 'S o-2¢ ',•I_ ' .FIRST'10 KW @' 100% 10.0 10.0 REMOTE EMERGENCY LIGHT og❑ D'.MMERSWITCH,NUMBERINDICATED Fused. ®Circuit breaker brl :,ch devices (] soil -on Plug -on Feed is to be ❑. DOtto In 'estop TWO HEAD EMERGENCY LIGHT WITH BATTERY AND C-:ARGER RECESSED PIN HOLE LIGHT . -:1 BALANCE Cd 40% 8.4 -3.9 0 FLOOR JUNCTION BOX WITH 120V DUPLEX RECEPTACLE ! Si.tAFACF ttPOSED LAMP NCANOESCENT STRiPL.:GHT . Main lugs only MQIn106amp., breaker Qfuse'.d switch In �2-_�„•,io.be GFI breakers * 18. 4 13.9 FLOOR TELEPHONE - - • _ OUTLET =c� OUPGEX 120 V. RECEPTAG LE 1.,40ER COUNTER F3ranch breakers must be rated to interrupt a short circuit isc of G,000 amps sym. Main breaker ! 0,000 'l SPECIAL PURPOSE 250 V RECEPTACLE IF] F: STAT;ON � AC & HEAT f kr, raved Mtgrs West,nghou e, 1TE ,Square D,GE, FPE Only Main lugs I set's)size +� TELEPHONE OUTLET 0 RELAY CONTACTOR AC 3.4 KW X 1, 0 .= 3.4 yy-7e Total Amps Pus A Bus B �.I .. Neu{ � yConnected KVA y4 >__ CALCULATIDtJS✓ E D E • 3.4 -0- S TOGGLE SWITCH,SkNGLEPOLE OT, T�tEAMcsraT _ -A- Non Ccnr,ide 1, 31 ioad,No 4t I+Aea In.BusITotals. � HEAT = 5.0 KW X -.65 = 3.3 $3 TOGGLE SW!TCH,TtIREE WAY jLa-1 ELECTRICAL DISTRiSUT!ON PANEL TOTAL ,GATI.G KW DF,yMriND' , ... 21.8 13.9 $4 TOGGLE SWITCH, FCKIF7 WAY •----+- CONDUIT 48OVE GRADE,APROW DESIGNATED RUN TO PANEL LINE AMPS (SYM)'� 91 58� SP TOGGLE SWITCH,SINGLE POLE WITH PIil.OT LIGHT -"'- '-l"-' -- G,or-rVutT OELc N ci;.:.nc�c oR fN co> E=-•.:_�-°., C=�M SURFACE FLUORSCENT LIGHT - ''`-' FL1=:X GD :^_:=GTtON - o 2It4 FLUOR SCENT FIXTURE - - LiE_�(HICAL N Q I L 5 . t L5� i'[ l0l'll,.Ar L.-, t !a 1;. t LED I.S ,. M1'A• et_,.i-, d)..• laL Nk W„ i,t .0 ,.v.�INSTRECI i_OC:A'L AND NATIONAL EL f t)t4 Y L Ao A•,L C :. •_,� SHALL BE COt l Fill., , AC, I. • It 'NOTE[ t4. El_EC]'HICAL. C, r, HAC1orli -..; GOLIhUNAiL. SHALL_ HI MAI.A Wiri't Af'PtiOVt_i.i . Hiti IN »"+ I, ALL OTHkH t-.Ir15 ' `Ll TYPE CON Ill ,,,,<, A,', ..Ia.Ii ;N.., . 4 Tr ,. id. a._ ....:-;''.:ANGE WITH N >.: •;._, ART 1. AL EJU *•=:, . l L .` *'CTSIDE OR Eat RAt.,,i- tte-�P f POSEL, n4,a1,1, r< :;r, r_L- tur NEM,a TYPE 38. HWH at •n. - o. THE ELEC1-1 AL 1"i"!UL.iiION ' EOUIPN=rIaNi" Pit,)iLL:11ON W. ,. t-r< µ SHALL WITH N.E.C. DHrLrt Y 230-98. • 16. VERIFY EXACT „'4 1J N �r tf HTINi, iI,,i ll:., 7 ALL v' v,.-i. S _ '. t IVORY N ;, ",+ e J' t WITH UWNLti n "': r;,)ia; + IN. MAT( r, '.. to , r:, wvl H HLAIL� JNLL :� ' UIrL•_••t, _ N,:;YP .17_WIRING Mt Ir+.r.,:;!IALL•LIL tw,.it+ MLTALLIC CABLL t ME Ji ra•.3N- MtTALr n; CONDUIT IN 'O V DUPLEX RECEPTACLES $l al i I .� IN AC �Jh;,.iANCt W f tt APPLICABLE. .,nuUNDED TYPE NEMA-5-15R Cl 'r E_;t I WITH GROUNWING HOLE AN I t:L I_'.I OF Ihi_ N-1,,,N:2.1 AN,; t )CA,. IN - ll_ .LLY EI L rt;_:AL COUL:) ANC ANY Lvl.na_ .+,AMEND- . tvir,.idi': .. { r t;WITC• _ :riALL t,L TANDAHD GRADE, 18. LA vii t , ATES SHALL FIT EVENLY AGAINST It, irrl 'ikI-CLILn FYPE INSTALLED lLbV,OF .. Firvr',.r::: ,:ND INSTALLED by IHL ELECTRICAL VERTICALLY WITH NBtE UP POSITION. CcA, I T, . " f _ rt ip•uUTLET BOXE SHALL Of IN :'.. t D SELF -SUP 19. AT 'ACnMENT I'tJS kCu alktD Ft)Et APPLIANCES PORTING. CONDUITS ALONE LrtALL NOT PRQ- PORTING. Si,,.[L at_ u+a :r,t :•;,: INSTALLED BY THE 80X SUPPORT. • EI L_-..:Iy1kAC1UK- [I. ALL, FIXI -;,ES SHALL BE FUHNISHED AND IN Z0. PtcUvl': t' 1LR RINGS FOR ALL STALLED -ETE WITH NEW LAMPS,UNLESS ,TELEPHONE AP" aI y '1LET WINING OF THESE OUTCETS NOTED OTnt+�ni�t 5I1 A-T. AND C,A,T.V. Itj IHIE ELECTH4CAL DE`sIGN'S1lOWN15INTtrvi:ED •„rLr 10 BE A CUMBLEI�L aND WORK .-+ i I. Cn •.Y.r.'t !III_ iNSTALLATION OF•ELECIR a;_ `_.` SY`..7EM IN ACC'[-• .><I,I 4 WITH w '+ AbLL TLL t r'is INL ANo C.A_T v ',s I+v;+-: *,Ifl CODES. ALL, M . air )US PAo<! 5, WHETHER .. .I f Y k rr.,�:.t t MNU LINT. SHOWN OR NUT, Si -... « :-:t_UUED. A!., i DISCREPANCIES IN UKAF IINu OR OMi`. -•i14S 2L oljI AND-ul=•:ri ..,.; r., Wi: Lt L i k,C I H[CAL SHALL, BE BROUGHT TO THE Ai I l - , "F ,: F fttlI,IAND I. ,: •', NEV!iUED _ R a3� R.J iri L ' H E D U LE MARKO Uk�d EtfP�Tluiw � Mh4'H NUMttr_h I AMPS 2r w All P- 4.1 2-4G+WAIll. -_ Ill �A (� 1ej 11 e>, S; t....,yJOCX7 G.',,IrJ, IriC,ArJU PI•� r .... 4 �' i,,',•:,c•T._, .,;r-'cE,t3DTGt4r^F-G,.c..f-,f ,F• �r a�.�_:- F'--1!-1-n 4-F40T12•cw Vt'E:R0 AD J. FS14-1, wNT, I r :l_ r ,; p _ A=1 ,-30 2- roow,A.':o. _. 14 SC.t .w/Pec�srAs."er<T, a�:-r= �„ r� o Fwc,r.�`✓:, f e*'I�g-31 I�loow IT --lL4 t-11 [jl'12duNO Paf2G, PULLC'kAIt-t L'c''.VICIJ `Ic "1C IT- 7eW A19 IGOA M.G.Q. 10 3v4 UIJI i FAI-JE.L. CT-TP�) P2 arOIN I II UjlLlj� ��•kt7E=d2.'8 PART-r WALL. 1l2'G,i 04. 0*F2s-o0 To C.w.P• ��PjXip GpOUt•Ir7 Rop ELECTRICAL RISER 12 LI 1 1L A•G, �/ � I T 1?,N! _. GEt LIniC( *to C-s-(P7 �8 To G,w.P, GTYP? Q�Ia AG t T f'f I i II��IC, 2-�3 7i�vt-cas 4- VW-C-) C T'(P i `�• F `�N R? rEu15TERFU ENGINE 6RS NO, GB-0008434 ECiR (110 0 11(1101"11119 INC. j ENGINF RS DESIGNERS PLANNERS I 2096 E- Bond Drive. ;Nest Palm Seach, Florida 33406 i305) 967 7979 M E: NF:N 0Ez✓> A =, S 0 C.: 161, T" E API CPiITEC:Tn, PLANNERS INC. WEEST Ia6ALM $3E'F C? -I IFL.1:3RIDA, 3.34 B s �r T_ o 41 M ti NT A -rl 6 LINEN UNIT D U I've I T A He Tl �1 + 4, -41 1 00 3CIN-r-5 nLL. -rO "A.LL ae ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE �DATE STRUCTU H, a.1 PLUMBING ELECTRICAL SUBJECT TO: I. SOUTHERN STANDARD BLDG. CJ)DE Z NATIONAL ELECTRIC Coo 1 3- ALL LOCAL AMENDMEK11 AL I r lie F 42' F, -)AT 4�' 1 PAO I H 4117 F _j _j All, T F -, 7 L�c T 7 3 1 �� I III UNIT ICI L�UCIECOU�NTY— FT. PIERCE FIRE PREVENTION sUo"-,U REVIE'VIVED FOR CODE COMPLIANCE DATE: SUBJjECT To; 1, SOUT8ENISTANDARD BUILDING CODE 2. 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CcwN ,T•CaQbDE HEM'FiR. _ ye Dc-YWr,',L -.... ___.. - P,-II IN£aULP�TcvN IZI.� ?LA•�r•.r-r.- ' M --,r'Wc c2v Su 5FzLzx, V- . I , / NAtLr-IV TO WG DV-'1 r it II ti Heil L'EzYWA-4-L HUF,FI1 Na GLIP� F�•LIO, I �N , 24%,?�° C?i. Itl✓. •✓ `L, -fj^ -TSU4 `TV V4/ ZI64Jr(, PI14-- Al v-4,� E---:1 �211 a sTucc_'o vverz pr _ .. _•y_- _ - .�� _ I/a•It t�G3`!'NALL. !JV61� L'"YJJt3l.E .. I i p. T. t xZ F�"�RiNCs .� ICi O•G. CT'Y1-1L; LL) -�t'",L�;c12cJ;h•."i�L LpV�=�`� RCII,F. Joi tl'r CT (I�� _ irTjJ i'7 Jt P•T, 1 x �`✓ .�' _ • • -R - IxU�Lir Ce+Y,Co, l0110 W.W.pr. 4 �o o 1rJTo SL/a15-2t'MALN:r 5"f-w- To WWRrt, --_ --��---�,-• ' tall. x l4t4 isyc.�5 Ccs1.)'% MENENDEZ &. ASSOCIATES .ARCHITECTS, PLANNERS INC. WEST PALM BEACH FLORIDA, 33401 [305) SB9-0714 Q LL m a • W a4 3 LL w th LL 0 di v 2 Q W 0 V 0 LL 13 mj w • Q W IL 82802 DRAWN BY DATE G--G, � 2L -;•z REVISIONS DATE L. H. 12-7-8Z IZ-15-8 SCALE :AS I N A5 8 FILL 7 CELL W19000 Ps./, W/7'*5 1S,42 AS 44A QeED aril FOUAI D,4 TION PLAN 1 Ho-rE. li �Xi'Gr�D FvoilN� oIJ'T '�t FoF- yroN� YreJEEF1-(-^fp,� 8'X 8•COA/C, TWO W / # 5 SA,C CO A/ T, ��-oq b 4'----- `� I — - ---t -� - - —_ � 1 I 14'X /4'CpN c jZETE �q 13A,C S cOA17- i P,4 T /O SLA 8 11vc7 W/ 5 — I r — -7zz �334R�� COrt/T �K - - - - - - �411Co/AGI�TE 0 0 ��e� sTieuGivrer�L /✓oT�s� I m ? �' Z A-4 I/OTE : ��E l�ff��T A- 3 FOr2 I I I4 " (� �j" 6 8 ' r' - 8 - 626 m L—--—---------— — -- �--— --- — —I r---- C2 Aff TF_ FOO TiNG W1 3 4 SA2S COrt/T, o. 'f I I I a-•4 PA2TY W41-L6 -FILL I' CELL j N/ S000 P, S,/, 6eOU7- Wl % ,6�5 F3.4IF FVl=-,2Y 8=o"MAA. OR AS T Y I Z -24 r�x 24 rrx /4 rrG�r�- TIf/C.N f � 07'5- SEE SHEET 9! -5 -�-Oe F0071A/6 O" ECT/OA/S --� -- --- / 7-4 �P AhGi-f•) a e 00 8" 0 ¢ ft h - � M STRUCTURAL NOTES 1. GRAVITY LOADS: Rmr--- 30 PSF PARTITIONS 15 PSF APARTMENTS WIND LOADS (SBC SECTION 1205 BASIL PKETSURE 3. CODES 7 RM BUILDING CODE 19 EDITION. BUILDING CODE REQUIREMENTS FOR REIN. CONC. (ACI 318-77).MANUAL OF STD. PRACTICE FOR DETAILING REINF. CONC. (ACI 315-74).RECOMMENDED PRACTICE FOR WELDING REINF. STEEL, INSERTS 6 CONNECTIONS IN REINF. CONCRETE CONSTRUCTION AWS D12.1 (AMERICAN WELDING SOCIETY) 4. MATERIAL: A. CONMETE: ALL CONCRETE SHALL BE NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAY OF AGE. B. REINFORCING STEEL: ALL REINFORCING BARS SHALL BE NEW BILLET STOCK, CONFORMING WITH ASTM A- 615 GRADE 40 OR 60.SUBMIT SHOP DRAWINGS FOR APPROVAL. CONCRETE PROTECTION FOR REINFORCING BARS: THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOOTINGS 3 INCHES BEAMS 1 1/2 INCHES WALLS 6 SLAB 3/4 INCH C. STRUCTURAL STEEL: SHALL BE ASTM-A-36, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND STANDARDS. 5. EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES PIPING, ETC. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR STRUCTURES. BACKFILL IN HORIZONTAL LAYERS, MAXIMUM OF 12" THICK, AND COMPACT TO A MINIMUM OF 950 MAXIMUM STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMETRICALLY, TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGING ACTION AGAINST WALLS OR BUILDINGS. 6. ELEVATIONS: FT R-F[nl1 STRUCTURAL SLAB AT ELEVATION 7. ARCHITECTURAL DRAWINGS: REFER TO RC TECTU L, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, ETC. 8. SECTION AND DETAILS: ALL DETf,ILS, S AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. SLAB ON GRADE: SHALL BE 4'�THICK, REINFORCED WITH 6x 6 10/10 GALV. W.W.F. (UNLESS OTHERWISE SHOWN), SLAB SHALL BE PLACED OVER SAND OR GRANULAR FILL MATERIAL COMPACTED TO 95% DENSITY. SUBMIT DENSITY TEST FOR APPROVAL, PRIOR TO CONCRETE PLACEMENT. 10. VAPOR BARRIER: See Specifications 11. SOIL BEARING VALUE = ASSUMED @ 2500 PSF TO BE VERIFIED BY AN INDEPENDENT TESTING LAB. 12. ALL REINFORCING BARS SUPOORT SHALL BE CLASS "C" (PLASTIC PROTECTED). REINFORCING BARS SHALL BE ACCURATELY PLACED AND FIRMLY HELD IN POSITION BEFORE AND DURING THE PLACING OF CONCRETE. 13. REINFORCED CONCRETE MASONRY: A. LOAD BEARINGS MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY BY NCMA B. MATERIALS: 1. CONCRETE MASONRY UNITS: SHALL CONFORM TO ASTM C90-70, AND ASTM C140-70 WITH A REQUIRED frrF 1000PSI. 2• MORTAR: TYPE M, MINIMUM 28-DAY CURE. STRENGTH TO BE 2500 PSI, COMPLYING WITH ASTM C270-73 AND ASTM 150-74. MORTAR CURE TESTS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. 3. GROUT: SHALL BE PEAROCK GROUT CONFORMING TO ASTM C-476-71. GROUT TO BE 3000 PSI MINIMUM AT 28 DAYS, AND SLUMP SHALL NOT EXCEED 8 INCHES. 4. REINFORCING BARS: SHALL BE ASTM A-615 GRADE 60 OR 40. C. MATERIALS, METHOD OF CONSTRUCTION, HIGH LIFT GROUTING, INSPECTION AND TESTING SHALL BE AS SPECIFIED IN THE NCMA SPECIFICATIONS. D HOLLOW UNITS SHALL BE LAID WITH "FACE SHELL MORTAR BEDDING" EXCEPT AT ISOLATED GROUTED CELLS AND MASONRY INTERSECTIONS, USE FULL MORTAR BEDDING. E. PROVIDE NO. 9 GAGE LADDER TYPE JOINT REINFORCEMENT EVERY OTHER COURSE FOR ALL WA F. ALL SPLICES SHALL BE 36 TIMES BAR DIAMETER. 1,. G. PROVIDE 1 k4 VERTICAL AT 48" O.C. MAXIMUM UNLESS OTHERWISE INDICATED ON PLANS.' H. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING ALL HORIZONTAL, VERTICAL REINFORCING AND DOWELS FOR APPROVAL PRIOR TO FABRICATION. M E N E N O E Z& ASSOCIATES A R C H I T E C T S, PLANNERS INC. WEST PALM BEACH FLORIOA, 33401 (305) 689-0714 LL w uj LL 0 LL 0 Q Q a IL J IORAWN BV' DATE F M • 17 2G.oz REVISIONS *GATE IzsM m IZ-�-$2_ SCALE �lJ 4 ..(SY, )I- Uc OPENING 74RLI WSP NOTE:— f'Rov1pE DIrGo AL, PJRP,CING l'Jh1ERE t — -- -r--._ -- — — -- ---- -- INVIcftiTE-b-USE HORIZONAL rbRAcirgra I,JFIEP.E DUciS OCCUR r 1 Y I - 841484Dut'f.OFE.NIN01- - PUCT oPENIN T14R4 WE.5 _ I I I I I I i I I I I I I I I i i I I I 1 I I i I • �I cj J x4 Woo r-O L,"ICE LOW i N MI -4° 111�4 C 02 x OOK FK�MIN SCALE; %¢" — II- O11 P L A H W K O p lll,. x N QI N I -N I P.T. Z`x 8° ��. 211-8 �4 PbGE Gam'' 21ro1 O.G. I � h �IDD� I �Ef�M SGNEDLJI-� uar. EP•uNIT MAKK TYPE r- MW .N510N WEb `JI ZE P, EMARKS --- 4 8 24 E53 P��1-4 W 1-4E; --- W I- 4 3 W 1- 4 3 - 4p1AIt- IIx I 6 v7 W-1 - 43 ��//f3u'811 41tx 11 7�311. 3/glt• SIbE u�ipe % 26o1`Fo.G. GE.NErZAL INOT-E5_ hRO /IpE WED 5TIFF6NER5 fay RLGZU112ED EY WooDI MfaNUFAGTI�� WtiEKE 5HVWtq nN PPA4-JjHGS• �FXc � TIorJS ♦♦ i I — P.T. 211x C.° x 51 �n ALL L106h IIJo1�?TIIJC� W 0. III II GEQTP,IzLuJr� pl X 44 4' POST CAP SETA/L 0 SFECIFICA1lu?S WOOD I BEAMS 1. SCOPE This work includes the complete furnishing and installation of all Wood I Beams as shown on the second floor framing plan. 2. MATERIALS The plywood web Wood I Beams are to ,be factory manufactured by Wood I Systems, POB 128, Ocala, 'Fla. 32670, telephone number 904-732-0001. A. Flange Material SP #1 D"ense K.D. Ft=1250, E=1.9 x 106 SP lit Dense K.D. Ft=1050, E=1.7 x 106 B. Web Material, CDX Group 1 Fv = 250, Fs = 75, G= 9x104 t 3. DESIGN Wood I Beams shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties assigned and approved by the building code. Verification of design of the Wood I Beams, by complete calculations,is to be available upon request. 4. DRAWINGS Additional drawings showing layout and detail necessary for determining fit and placement in the building are to be provided by the manufacturer, signed and sealed by a Florida registered Professional Engineer. The Wood I Beams shall be manufactured in a plant approved for fabrication by the building code. 5. ERECTION AND INSTALLATION The Wood I Beams if stored prior to erection, shall be stored in a vertical position and protected from the weather. They shall be handled with care so they are not damaged. The Wood I Beams are to be erected and installed in accordance with the plans. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing, in addition to specified bridging, is to be provided to keep the Wood 1 Beams straight and plumb as required and to assure adequate lateral support for the individual Wood I Beams and the entire system until the sheathing material has 'been applied. The Contractor will give notification prior to enclosing the Wood I Beams to provide opportunity for inspection of the installation. M E N E N O E Z 6 A S S O C I A T E S ARCH ITEC TS, PLANNERS INC. WEST PALM BEACH FLORIOA, 33401 (3051 669- 0714 �7�77-7777777—, Al I I I I I I I I I I I I I i I I I I I I rL AI I 1 IS711 _i� , aW= = 1 wig . � I . i 010 I I I I I I I I I I I I I I I I I I I 9 f-A62r-Jz9- L-2 Y I Cf11 02"? ' PF't?ek:D M IV 1 7-C-4-4 WOOD TRUSSES Ai 1. SCOPE This division of the specifications shall include the furnishings of all materials, equipment and labor necessary for the fabrication and delivery of wood trusses in the building. It shall also include miscellaneous parts including: Bridging; temporary bracing and related items of hardware; metal hangers; anchors; and special metal shapes deemed by the architect, structural engineer or the truss design engineer to be necessary for the proper fabrication and assembly of the wood 2. MATERIALS A. REFERENCE SPECIFICATIONS The wood and fabrication criteria of all prefabricated wood trusses shall meet with Nati_(,_,_�_', ' sign Specifications for Stress -Grade Lumber arc' It, Fasteninos, I , r, , 6na,Forest Product, ' -iation (1977 reV 4 ,, I . ;Timber_ .... -,On Standards, by American Institute of Timber C (latest revision); and Desi clicati2ns for Trusses, by TrID 1,e Light uss PT e Institute 1_97E 1.1(. same as if those specifications and all their referenc�,:_et out in full herein. B. LUMBER All lumber used for the truss members shall conform to the published stress rating for the species and grades set out in the official grad- ing rules of the appropriate lumber association or as listed in the reference specifications; except that, wherever this specification, or notes on the plans or truss engineering designs calls for lumber which exceeds the minimums set forth therein, the specifications, plans, and/ or truss engineering designs shall be applicable. The moisture content of all lumber shall be within the proper limits, as stated in the reference specifications, but shall not, in any case, exceed 19% nor be less than 7% at the time of fabrication. C. CONNECTORS All truss connector plates shall be manufactured from only prime commer- cial quality galvanized sheet metal of no less than 20 gauge thickness which has a minimum yield of 33,000 psi and a minimum ultimate tensile strength of 48,000 psi. The corrosion -resistant coating shall be G-60 commercial class, hot -dipped galvanized before stamping. 4.'here field connections of :truss subassemblies are necessary, the connec- tions shall be in accordance with the details shown on the truss design drawings and approved by a professional licensed engineer and architect. Field painting of exposed trusses and metal plate treatments shall be add- ressed in another section of the specifications. 3. DESIGN A. All truss designs shall bear the name and seal and/or registered num- ber and state of registry of alicensed professional engineer. B. All truss drawings shall be furnished by the fabricator. All critical dimensions for determining fit and placement'shall be approved by the general contractor and architect tect prior to fabrication. The exposed trusses shall maintain the web and panel points as illustrated on the bid document. 4. FABRICATION A. All trusses and other roof structural components shall be fabricated in aproperly equipped manufacturing facility of a permanent nature. They shall be manufactured by experienced workmen, using precision cutting and truss assembly methods and under the direct supervision of a quali- fied foreman. All trusses shall be fabricated under the strict rules of the Truss Plate Institute (TPI). B. All truss Fo,-: !>ers shall be accurately cut to length and angle straight lur,er to assure tight joints for finished truss. C. All truss members and connector plates shall be properly placed in jigs and the members tightly clamped in place, remaining in that position until the connector plates have been pressed or rolled into the lumber simultaneously on both sides of the joints. 5. HANDLING AND ERECTION A. Fabricated trusses and subassemblies shall be handled with care so that they are not subject to damage. If the trusses are to be stockpiled or stored prior to erection, they shall be set in the horizontal position, resting upon temporary bearing supports and braced so that they will be subjected to no unusual bending or tipping over. B. During erection, care shall be exercised to keep horizontal bending of the trusses to a minimum. Care must also be taken to install trusses right side up and to have trusses positioned at their respective bearing points as indicated on the truss drawings. C. The permanent structural cross -bracing, to insure the overall rigidity of the truss system, shall be in accordance with the architectural r1an,' of the building structure. D. Proper erection bracing shall be installed to hold the trusses true and plumb and in safe condition until permanent truss bracing and bridging can be solidly nailed in place to form a structurally sound framing system. All erection and permanent bracing shall be installed and all components permanently fastened before the application of any loads to the trusses, E. All prefabricated wood trusses are to be installed in accordance with Bracing Wood Trusses Commentary (BWT-76), or HFT-80, as published by the Truss Plat Institute. F. Field erection of the trusses, including items such as proper handling, safety precautions, temporary bracing to prevent toppling or dominoing of the trusses during erection, and any other safeguards or procedures consistent with good workmanship and good building erection practices, shall be the responsibility of the general contractor and/or the framing subcontractor. G. Framing anchors and/or truss hangers shall be provided by the cst.tractoi in accordance with the architectural plans. H. Temporary construction 16ads should be spread out over the truss members so as not to cause members stress beyond the limits of unit design. �ME ;--NO AS ) CIA ES AR, AITECTS, PLANNERS INC. WEST PALM BEACH FLORIDA, 33401 (305) SPice ik I .)s a _T_ DRAWN BY OAT E REVISIONS -DATE - -001- �ALE a m IE NEN OF-Z & AS S 0 C�ATF S AR CHIT FC T' 3, PLANNERS WES7 PALM BEAZ�,r� FLERIDA, 33401 (3135) I LL ewe w 0 I I , U DRAWN BY i i- + P, F E REVISIONS 1-:�ATE SICALF - ' 2 4- gr, 0 071 MAT 3N . . . . . . . . . . son RWU��Kew TU 1.�� NN qlt pebi. 91, 1 "1 1 1 illicit! E kf 4` r O�4 3 Ft� r f � aas Y t Ii m 0 4 FS# t Tyr, k '_.�� `�•'' � t 'TY g �.+~ I rts�tavk�@ key >� Tryt a k U k u �� ?� r --- °51 HICsI-h L•ic�p FE�cE-r,'Pl�a� Y it --tr. D _._. , 3 A B - N 10 r i I a- r % (�.��/ �� v ��-1 FEr�GE 1rp �up�i'rltVTr. L./ A B r -�,>z>- e I�, TV �J11-� PsL-1:—`! Cr — �=.�.tJr v:wr-'6 STR�'f siO� as IrI DIG�TE.p _ _ r I ' 'v�44 CoUil N q _ C A C X, B q -- o o i B ' r B i j' o C F, OI '1..'71.,L,�11 � �1.4�•'1�I G" A to L1 Ili—, -- S vai U � i-' �-EJLLC LA/ 1 i �: r-- i • _ 1--- f�_ t,...LA�WA LANDSCAPE NOTES DETAILED LANDS;,A"E PLAN TO BE COORDINATED W.TTH LANDSCAPE CC"t'RFr' GENERAL 1. Plant quality shall be Florida No. 1 or better per grades and standards for nursery plants; Part I & Part 2, State of Florida, Dept. of Agriculture. 2. At planting, trees shall have a diameter of at least 1.5 inches at a point 4.5 feet above ground level. 3. Shrubs and hedges shall be a minimum of 2 feet in height when planted. 4. All landscape material and installation shall comply with ordinance 76-3 of St. Lucie County. 5. All landscaped areas shall be irrigated. LANDSCAPED AREAS 1. Minimum of 10 feet is provided adjacent to South 25th Street 2. Minimum of 10 feet is provided adjacent to north, east and south property lines. 3. Number of trees in landscaped areas shall be equal or above to minimum requirements. Z PLANT MATERIAL a 1. J i� o > 0 f O 1. The land is wooded, vegetation consists mainly of native pines. The plan calls to stake buildings and access drives before cleaning the land in order'to save as many trees as possible. Parking spaces shall be layed in such a way that the biggest and best species should be saved wherever it is possible. (Location of spaces shown in plans is only representative) Trees to complement existing vegetation in areas where they are scarce shall be Mahogany, Live Oak, Acacia and/or any species which grow in St. Lucie County so that at maturity they will have a minimum crown spread of 15 feet and minimum height of 15 feet. Above trees could be subsituted by approved Palm Species. Hedges next to buildings shall be Cassia, Ligustrum and/or species which, growing in St. Lucie County, would form a two foot, or higher, continuous, unbroken screen within a maximum of one year after the time of planting. Surface of landscaped areas shall be covered with grass that normally grow as permanent lawns in St. Lucie County. Vines along street wood fence and interior boundaries chain link fences shall be flame vine and/or bougainvillea and/or allamanda and/or other species which grow in St. Lucie County. &r il t A b or V EST R- i .'3EACH I 4k:7W 4TTV.C�-Ot Ile, _-44 . AN 1� 21 Cis vA- 11 H 12-1 A! �,p• -I-- I I cc�) P3 I !I I I IL 11 -Ti4. L,4 - �All) E. 31 P WTOOw- I DRAWN BY 0 REVISIONS 0 STREET SOUTH 25 th Iry 830.14 Q'I '34EET SEE I)E,r_AIL--- — I", -- -- - --- -- p 5 Qgu42"52"E 985JZ 41 14.48 P 4- 1448 )C\er I B 34-, B -0- A i S 0 VVIEST PAL 04 0 R I ,-I A � -3 01 30( 13PD 0 / I 1, 1. x \CO3 � 11 .01 4 5 11 2 -..0 X\,b D P18,2o IS 411.4 4 00 Pi 2 9 k 2 C 157-03 LAKE f4l AH z M A 2 4\9-11 u- 0 -7 a- 6p1bj'2 3 0 28 2 C / 1J 2 Ix\^ FOR ELECTRICAL THIS AREA' J � (SEE POOLHOUSE PLAN) sHEET- ?4-4 x :�A I A 7\ 27 2 7 C 0 2 \NF�7ATIIEV- F12-00 /> x 83 17 1 C PI 1 2 24 2 D 2 D C9 I 2 A- I C 4 B 2 2 3 2 D 25 26 2 C + 41- p 2 V 2 TITH I F LF T o IF- F1 XIIj r2e LecEr,,� pi SG k000, Awo, MOUNTEO F05T 51-0 CPa&06- (CD7r 0< Yq t,?L)A9Tz,WIDE oeAm 1114-Kilo OC-Crq-SeS, p18 Zo AWtt, f%jNjttj, M6L)tdTr=L) 6N 251-014 7YFf= -0 'L- [�0w !R0A;zTZ, mi.?e ec-A", ALUM, MOOOTeCl 6)rl tN5'-z2" TYPE -I ooNCaETE (D (D4 i- ioa vq mt:ar-un-r 1,4por,, L-OCU05ffo '::et4F-)t'A-r10 Or-) CAST LLOM 50X I 40JJSTA13L12 r4(Q-0utqO U. it C� 166 W -Mt�-acula-r \1AFOP-1 r--tjCL6qr-.0 COOL= Mt p Cr,l OAS-rAL01-1 P-)O)<, AQJ0-5rAe)LC- /7 5 bJ A M I k-J,-AIJ C. OD d z SITE ELECTRICAL NOTES ple ItJSTALL CO"DUITe Ot�e Sj-LC- LAP-aap- 74At� ?-ECV'P will U Is , 5-( O-S.C.. TAOLe aA Fofz 4" G(Tr= pjIPLIN4' U, 2. Coi,,ioui'F5 SAALJ- erz I�IGTAI-Lr=D NY t;?F?T+�S AS �ZGCV'P Ul e>y f4, �, S - ALL �D 4- aoIj Pur-TDr-�- 5 A rza c> r-o r-1 s �o aa t r� a r, 0 $11/0 M4xj�-wm '40LT/*f;rL:- Lj Or- -'ip-Cul -11fJ 14ALt, Lur iLL WIT1400T \NV-iTTaN APF9r>\/A cor400c'TOR.cj S 4NL.L- QOtJ METALLIc, c10"OuIT IN ACGcRDANCd v4iT-k i�, c, AIM TA r:5L.C- 'a r7,0 - 9 r:, - I f z '/ I I I Co, r--t-eCTrZirAL CONjP-ACTnR- 70 FuKPJM.Nttjo IN5TALA, h-L, U IWTy 61.93 blo X\1b .PIS 0 I'L AP� U ui -7=- 9 lq4.!, P" , D — ------------------ lii�b 91 WE TRZ14, P.-z 1 (t :3 52. 8/Q i1 9 B' 20 2 0 B 22 2 2 B a F I Z rZIMAIZ:� CH— 0\)F-tz- 4EAO 07tLJT X I —E— IBLOa 6LECT91CAL 5(-:12-�11CF, eLQ,�t FL*r4) EL RAQUF TBAI-1 (;AZE Id A 'V'C Ruhl U�Qe9- CTiZ4utJV, UT�LVT�f ro CAE, rz. w Ca 1 0 -�4 2 -C 2 COURTS 0Cf Coor�OHJA.TC \14kV F-RU.A.. P-A \S\E E B 18 A-'— B 2 1 2 r UTILITYFAD AA60fJTI!:0 F—j J 101,100 26.00 4- C�A;,44 t3l-Pck - MLTUF-5 (5C-F- 5LPCr LAri 3 E- !E: DETA 2 -JIL�POLE M000T5p I- � -A E tIASTALL aPCS-Z\jIC-s up pel-Fs-0 WITiW REV 3=.f ON S OATEr-- C'8) 10 SEE DETAIL TENNIS COURT ®DIL)Tlt�'T 2 epAILE UNDEPLCTIZ0000 CONDUIT) CAP jetonrrPENS MA 7 4 (SEE E; CA L E 30' RIGHT OF WAY P3 OF �I�r' �ATOrJ M� 11.frP ir� ' ' 3 ELECTRICAL SITE PLAN 4 "CTRL Testgo Od e1IgW0iII('j INC. ENGINEERS - DESIGNERS . PLANNERS 2096 E. Bond Drive, West Palm Beach, Florida 3340E (305) 967-7979 �5 iJ ' i �,} 4 T/ li ! ��Q� C/"•ZN I ..rl �n Q =y.. it 14 •b s- 'it 444-4 I�w 1 7 �fi ✓4�C%it� ; ,: "•lam_ _. _.- - _ - __ r_ _ n it 140 - A L f I I � � - � � -�, �.. �. 'I� � 3 %,J. �' i-��:'�� 1..i ,�.Y-��''.`-.L'�'�./ �� FX��f7 3•NC1U _-_�. _ v Lj_ 4 VI. Vu ' ZK 51Zfa ( �j•/� X Ys G 'X r GTP 7"n a. coF'E :Jf n�hcv p�Uw H{.c. G',x vloor:> t.t-r �� '-,�' x r� •� x ; � wckara P2;!-.,-t �-t, c_ - �=�usH I-� _: .:_. _ 1-{. 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'''raN�'�'vJF''LkK•E} GlL, I�A� �t-I�r.N1�L �}: V!N`!L- Fl.lifiI2ING v"%.,F S'?•/.Ns"t.�.�C - i="=;;_ �G '�::�iw , ��TF+l M6 +{avE 4nx4u G l�'MIL T1lz, I Tjf�;; AREAS (GEE, 1`1T1=KKfor- tFLI.,ev.) PL,ANNC PEA sPRri: a, �,NEST PAL .NO !lAcea-�. WAM ■u� F ,I h i -_ P.r. Znb �E'YslrR PTT�Ltt� e'1 3M I m N N a z z m r 4-w;m-LT SHINGLE SL.II�INC1 Gi4.,6�i WGY�O P�/�i-CONti' OJT�IDE ESx•e. OF 7;-0 ;- /aLL hELOW . YK�F @i.-IrDl, Asa GLAD✓ ✓ WJO J $ate'.-GC�Y �L!O1;JC, .r 03S s( [11 woot� c-'/-rr= 4 t �y i — x wi';�I - - -- - --- i Exr tCCrz � (- - --- pIZ' r �I 5/feu T�Ci 1t� t-II I X A TKINt NAIL6b -V ZX Z cjn v. r LNc I JCI NT -TA �Z y -III �I ' bl-4II � �I_ oil i jLzu>,.>.ICYvlz�n - I P— MID. HEIGNT s — 21xd1 GYPcz�� GAPE gECTI�I.I EL�yaTION PATIO ��NG�__ DETAIL. �4q s q i _GII - lux roll GYPREhh (TYR) �K4' GYY'Re-r:-'0+('TYP,) --w MENENDEZ& ASSOCIATES ARCHITECTS, PLANNERS INC. WEST PALM BEACH FLORIDA, 33401 (3051 B89-0714 hmommommommmummommummMod -j LL 7. W LL ) w r 2 LL 0 W 2 7 0 U W a 0 3 a Q • a W N a 82802 DRAWN BY DATE DATE REVISIONS SCALE : As p a J 5 FLOR10,61, �3051 Sf-19- I#t—ml=lo DRAWN BY REvustorms OAT E 4 ALUM. CSINCLe - WINCON (,IMF- `vc Ft)(JrZel� GONG. -=4 LL Aese"I�L-T a!�L Y=ML;r c:,jr=;z 1/z, F�'�7 4�,2, r2�, ,11Zx(o PASTE -70 OtVL&750H�11 1;- 6o, c��IF e*1fPFOP 1AMs Ns -F-LJ"v F-J,eJ i jO LONG-Fi L-EP 5L-y- i_'A l a F11 r-440, 7 <e_0UI25tLS e:)' FIL.LS67 Al Fin 01 �C2a eA - 41 e*X 5/e T--(rLY" P;2TWALL, EXTIE-N PE: vv vz�, It 9,4 eiPNrieik "xc-y7E.-4ei;> 'Tc _Lei 2 e.Lcx- K ^IeT ?;Nei. FILI Lt!.V Pt7i_z7 < VYJ 1 #4 F7 its FURVQN,'a(7-YF. CE aW, 15Lk- Ii aVta-Ei_ - . s4li �" brrr-.v�:-L cLc,. f� -'a�` _ _ - 2 NIA. 12a.'iti'> c.-��• P-I'L N&LLS tPoo"—A, ij -ILL cr=LI- V41 P7000 t=s.l, CD ALL, Cs' f-)r- PV -ex,n_tv� N-14 x 14' cx")t-c. v4l'3 f.A g5Aree 41 Vor.,Lt CrxV P,&Fz-r-,r W,4LLV. IH. tccr-NT. assss h I "t, #4 m, E A ot r iz, V, 1 x ate' LL 1 13 CIO LL LL Ul LU U. J 0 w 0 U LL A AM w U) 2802 RIEViSft SCALE P-T" 434 J67 1 _."" O,G i �t .. >GTF t"'hrV�v .... Erc-1-s F''�.��• L-frsc••TIo N. cF AN J _ CP FA It', >.AS,cs fttTT Ir:StaL/ailCkN 1 ceaNT.'I-AbPT. 9&1v7Er1Je47 -Tv cnNC., W/Z'/2'I FwM-vp-T PINY c 2'14 c•e, DfZYWALL Q _ , i �, G cp fir` Wa.LL., � � o.�p•Harl� ,"` r-'2PCE- P R WV�IAfi L 5/ B I �•,-�-�,,�- /� t =>.1LA•.TtCN 8ETWLEN FUNUNG W/ NIZ— f�.. U DR' iNGLL C?!Er- tYxJPiL$ ' PT•. e a. ' la.4l.-V, fJRI P r�vE+'- I n 'L P ;' 2 ta.GF e,�a•y co1JS eL5h1G • pZu GoPW, FLP4HI JCo :. r �IaPGC P6a�T'( VI,: �r P T L `.. L a-r; BEd r- {7-EN FLnZ Tkti�eSHOL — 11/2�PRF^YEf� �E � t-U o�sE F , F F t M s 11/( tt k- IN`Su�T!nN G'�Tlaf-I FuP-RIrJe. - >e _ � C l P o LL �oNG, b-e— I-W ,11)i G 4 x 9.4 g-rf qj - y ST26L cFthN L ! THICKEt-t=D I Lc� K x 10 w c . To m cEu. w It�.KE `grow N oN sT+zuf:.r - 4 x oETAiL /1 - wL?BE 11� Tc 2,X � HE �EFz Jcls'C {II wl 'v1/Z° eYT..T,y, j { I rl,A vHEp�i � E,s cH �°">T•• l HOLE 1N — Hor2tZvr t�aG' 1�INF�� VEc}�. ylGv '� re r I/V taC Pw4LL ovtm I x Z. it � It. g9 i1 %�'6-) 0 't- �'�� •--- 21 Mlrl. LL-EPiz/�NGE C TH i h fb 111-7 — -18n >< 19'p C.or-Ic F'fli, • _ A C47MALT �4,,Hl1NALt:P a'JE.F- - 1-EL �G1 R 1/1-11 E.KT 2A 11 , : F.,45.: H u HI-7 PjjC.r-NE C-4,1 aF '710 n�rrIxe, p1lw62I a wi / ,t TFaXT_t :E >�tNCa r :1I I X�5 F4!k All �I f IZI�.Lv FI-AhHlrk.-- j Lx"1'EN� oVr,�fz Ir .� 'ST Y_ Ct> STOP STUCGO OVER Y>dt i 2 GcU IescyS OF a,'� clzi1-+c • r- 4-L.E � „ H It PN-cC r, IN/1-* 4 p5raR cot4T Act-i ccufLSS 11 rAz,.<w4LL OJEkG YYkJg .. x 2 1'/7,1 GELLUL.0:A It-V'SULAj1C-T4 ttATWMM—g { oi,-- -. r (, (Tye G >w HOKIZ04-rnL "OVISK MQtNrw• (,i'Svg cam..) C4'>1G. F= I LL O tt H 11 P.Y.O�!C V/2 # 4 c,ot44 ` , 1A.tt 0M-,rV bLl. OVER cx-)jpj-e 1a-I t xZ F4-Yw-RtNGa G Ics"O•c. (TYt-Icy) -. {^;:7;s,1'7„�,�,�idL LA�'�'z RC!h'r• EVERY T1-ti� GJi.I�U�_ �I�� '•T, t x rz�=)r.,.Em cc x co, IL�JIG W.W.M. 4 iI- -1, SLor', - P-EJAA IrtG 5LGt'3 'T . \ M47VE g!NLILE :h lf-K • CvXLo, tcjtc AA E WETs )3..r S, sS s0 a;Ye_s F-4 C.H+ I t C rs, PLAN.fvl E.RS INC. '. 4VESTf3EACI-, Q LL a ® IL U, low LL J (n 2 Q 0 4 •iM 3 U arr 0 mj (n uj w IF n 322 C"r,; WN 6Y GATE G7E VISICORiS ._.CIATC- d rt i O 5 I 65 1 FILL % CELL WW130O0 W/ � # 5 fS,4 Q As MA eeED Oil/ FDUMDAT/art PG,4N No i E � ii �'XTEND PnoTING. nJT � Fvlz ciT®NE vGNE�F'-�T(P.� �ii-oi� � ALP!! I I II I I I it I I l8'ir /4 "CO�IIG,L�ET� �"OOTI/J�i' W1 94� 4 E,4,P-6 CrJN7 � k , /\/OTE : v'c�E' SI46ET A - 3 TOE' 5'LAS 1-%�r%t IL S (WIOEI' S rdl2s 1-- — --- -- _ __ L9 it /4 "CCJtVCIz� T T007-IA/9 lmrmi ml q ,I OL//Ek' 3E.d12/Iv'G WALLS - ,SILL 7 cEZ,L W/ 9000 Ps./. 620U7 W/ / # 5 4 k;' E V670 Y 4 = 0 " NIA k: Ok' ,4,5 1N1�)ICA77.-p /-`/LLEL7 l4`x 14000Al dRe7,E FOOTIN'g W/ 5 #4 �3AIc'S' COItIT.' � I I III I I I I� I� � II � I �4 qx l4" `caNcnET� I L 9 k d'cOAJ0, 4`00TIAIv^ W / / #- 5 SAC Co ti T, A I _A 4 "b-XF TT (TYP)-- /41 x /4 "CONCRETE /_ ,,4/� CDiv/T ! 4, o,- I v ,I SFE STEUCTUeAL n/oT� S i —, rJ I I I i _ I �`--- PA.CTY W4LL5' -FULL � CELL I I zt S �A7I/rF'Y NaTS- SEE SAIEET A- t � ,4 - 5�7 F 0 r-1 FOOTI/!IG I sEc r ions � � m / q q -2 — Q 8 — -z -�.4 SCALE �14 --- / '0 /3! z// 1 1 ,5A F _..._a---. STRUCTURAL NOTES 1. GRAVITY LOADS: 777—^- 30 PSF PARTITIONS 15 PSF APARTMENTS 40 PSF WIND LOADS (SBC SECTION 1205) UT . M tTSURE 29 PSF 3. CODES: 7 TMIL577D BUILDING CODE 19 EDITION. BUILDING CODE REQUIREMENTS FOR REIN. CONC. (ACI 318-77).MANUAL OF STD. PRACTICE FOR DETAILING kEINF. CONC. (ACT 315-74).REL'Oh9iENDED PRACTICE FOR WELDING REINF. STEEL, INSERTS & CONNECTIONS IN REINF. CONCRETE CONSTRUCTION AWS D12.1 (AMERICAN WELDING SOCIETY) 4. MATERIAL: 'k---nN7ETE: ALL CONCRETE SHALL BE NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAY OF AGE. B. REINFORCING STEEL: ALL REINFORCING BARS SHALL BE NEW BILLET STOCK, CONFORMING WITH ASTM A- 615 GRADE 40 OR 60.SUBMIT SHOP DRAWINGS FOR APPROVAL. CONCRETE PROTECTION FOR REINFORCING BARS: THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOOTINGS 3 INCHES BEAMS 1 1/2 INCHES WALLS & SLAB 3/4 INCH C. STRUCTURAL STEEL: SHALL BE ASTM-A-36, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND STANDARDS. 5. EXCAVATION AND BACKFILL: AlL EXCAVATION7S SH LL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES PIPING, ETC. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR STRUCTURES. BACKFILL IN HORIZONTAL LAYERS, MAXIMUM OF 12" THICK, AND COMPACT TO A MINIMUM OF 95% MAXIMUM STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMETRICALLY, TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGING ACTION AGAINST WALLS OR BUTLC"i'S. 6. ELEVATIONS: FIB-FL'UU7 STRUCTURAL SLAB AT ELEVATION 7. ARCHITECTURAL DRAWINGS: REFER TO A RCHITECTUR L, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, ETC, S. SECTION AND DETAILS: S, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. SLAB ON GRADE: SHALL L BE 4 ?HICK, REINFORCED WITH 6x 6 IO/10 GALV. W,W.F. (UNLESS OTHERWISE SHOWN)„ SLAB SHALL BE PLACED OVER SAND OR GRANULAR FILL MATERIAL COMPACTED TO 95% DENSITY, SUBMIT DENSITY TEST FOR APPROVAL. PRIOR TO CONCRETE PLACEMENT. 10, VAPOR BARRIER: See Specifications 11. SOIL BEARING VALUE = ASSUMED @ 250C PSF TO BE VERIFIED BY AN INDEPENDENT TESTING LAB.: 12. ALL REINFORCING BARS SUPOORT SHALL BE CLASS "C" (PLASTIC PROTECTED). REINFORCING BARS SHALL BE ACCURATELY PLACED AND FIRMLY HELD IN POSITION BEFORE AND DURING THE PLACING OF CONCRETE. 13. REINFORCED CONCRETE MASONRY: A. BEAR + a—F —,''E MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE DESIGN. AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY BY NCMA. B. MATERIALS: 1. CONCRETE MASONRY UNITS: SHALL CONFORM TO ASTM C90-70, AND ASTM C140-70 WITH A REQUIRED frF 1000 PSI., 2. MORTAR: TYPE M, MINIMUM 28-DAY CURE. STRENGTH TO BE 2500 PSI, COMPLYING WITH ASTM C270-73 AND ASTM 150-74. MORTAR CURE TESTS SHALL BE S.3NTTTED FOR APPROVAL PRIOR TO CONSTRUCTION. 3. GROUT: SHALL BE PEAROCK GROUT CONFORMING TO ASTM C-476-71. GROUT TO BE 3000 PSI MINIMUM AT 28 DAYS, AND SLUMP SHALL NOT EXCEED 8 INCHES. 4, REINFORCING BARS: SHALL BE ASTM A-615 GRADE 60 OR 40. C. MATERIALS, METHOD OF CONSTRUCTION, HIGH LIFT GROUTING, INSPECTION AND TESTING SHALL BE AS SPECIFIED IN THE NCMA SPECIFICATIONS. D HOLLOW UNITS SHALL BE LAID WITH "FACE SHELL MORTAR BEDDING" EXCEPT AT ISOLATED GROUTED CELLS AND MASONRY INTERSECTIONS, USE FULL MORTAR BEDDING. E. PROVIDE NO. 9 GAGE LADDER. TYPE JOINT REINFORCEMENT EVERY OTHER COURSE FOR ALL WALLS. F• ALL SPLICES SHALL BE 36 TIMES BAR DIAMETER. G. PROVIDE 1 F4 VERTICAL AT 48" Q.C. MAXIMUM UNLESS OTHERWISE INDICATED ON PLANS. H. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING ALL HORIZONTAL, VERTICAL REINFORCING AND DOWELS FOR APPROVAL PRIOR TO FABRICATION. 14. HAMBRO-D 500 COMPOSITE FLOOR SYSTEM (SECOND FLOOR AND ROOF FRAMING) SHALL CONSIST OF 23/4" THICK, CONC. SLAB OF THE SPECIFIED STRENGTH, REINFORCED WITH. 6 x 6 8/8/ W.W.F. COMPLYING WITH ASTM A 185 AND -OPEN WEB STEEL JOISTS SPACED AS INDICATED IN DRAWINGS AND PROVIDING A COMPOSITE INTERACTION WITH THE CONCRETE SLAB, COMPONENTS SHALL BE MANUFACTURED BY THE CA -NAM HAMBRO SYSTEM, INC. OR THEIR AUTHORIZED REPRESENTATIVE. SUBMIT SHOP DRAWINGS AND DESIGN COMPUTATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER FOR ARCHITECT/ENGINEER'S APPROVAL. WOOD TRUSSES 15. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL. TRUSSES SHALL BE FABRICATED AND ERECTED PER LATEST AITC SPECIFICATIONS. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. -r* r IS INC. WEST PALM BEACH FLORIOA, 33401 71r')r,, r--caca-"r �R^ LL m a c mE LL N A LL ' r Q r Q i P I � L LL i'13 3L11 82802 !� f ( iZ;AL,E aaJti �� F )k <40UANT M441�4 TYPE 4 7j 1 �2 FY I-IAA-18,00 _�7-euss Bois 51CIVEDULE OUAN7744,404:f TYPE 0,4, LEA10TA-4 21 ISA 2 H12,01 /51 - /1 1� Yll lb-2", i H /?-,v I IA;" - C,7 5/1 ✓4 LTr,, L""Noa � I FKe OF WAWTa ITP- L I t4r, T J -Ale OF T04TR.Llp4c 7-J. 6E2OND 14�100 C 6LA IS --FICA MIPZ- A /V ly it %4 = / I - 0 7-YP sz-o(i4 W 9.4 COA/ T 63Y 6 )(6 - w wr �—JOJST ('13Y NAMSZO) TYPhfAt - END WALL NOT TO :%fAL!E- 6 x C, - 63/8 WWI JOIST (EY 14,4 Mse6) 1-14AI61AIG SAIO� 7-RU:5;5 (-SY ( 6 Y 94M900) PA MERO) TO TeUf6.f,1.1,ir--,P0k?T— NOT TO SCALE 6X6-el8 WWF c ISY / -MA4HRO) 6O0� A,14Y, TYRICfAt 5Ass EE4e1N6DE-,T,41'Ll NOT TO SCALE e2 /c) x 15�.�a (SY 4A44f5�00) 1-1 -94AJGIAI<g 640EC13V N HAMS PO) ' JOIST (SY /-/A A4 13,e 0) O-IAIVNEL TO J016T SUPr)01,27- ,\/o - f 7' TO !9 C,4 L 6/.8 WWF- Y H4MEOO) MA N 1�0 =44 _ 5- 6 x 6 Ble, w wx- cz) 7-YP,9"Xe"1-1 Is'Lock W1 /-# 4 (26AIT � TYPICAL 1�412--TY WALL. NOT TO 5,f4LL MINIMUM EDGE NEXT TO 5 TA / /Z 0 llvIS 1V0'r TO Sf4LI=- 2 & :.ES TS, PLAT` IVx-%�,`. INC. BEACH -,,3401 LL C3 10 0 w =J u LL • LL 12 IE32802 r-�la av'/N By it TD D AIR CONDITTINING WfES 1. Diffusers, registers and •,rifles a. Ceiling diffusers ri'q. Titus Series 200 with opposed ? 1 , dA ',cII 1�tr b. Return air grille ?, 450 louvre with filler -,k. 2. (Controls all thermostats to -.be -off-cool; fan -auto -on subba�c,. � Thermostats shall have dual heat •<,1 set points. All controls be low voltave_ 3. Acceptable menu?acturers -Lennox, Weatherking, Trane, Bryant. IEF 4. Provide T bbed rubber pads under condensing unit to isolate from 4' conc r u• c- pad. 1,.E Y VALVE �Zcr!' C1 d CvuVdIEG 2�G 5. 1'ro�i.de .filter dryer on all units. jNA'''6��. 'r{s(`4„ Wli�ik� �7U�,�... E.L.t'z19Er�'1"�.a �" - ��,NU-T oFF VA.t-VF_ 6. In u;, to all suction lines with �" Armaflex. NcN ,ts at-rb,IJr,OI,� C10t,f�(ArILN"i 7. Provide S-trap at condensate discharge. To not trap at individual ��,�w rib_ yS Et��i E}EhT�Q �j3�4' units. , \ / 8. Alternate A/C unit location. ' 1,,=i:it :i11 necessary cribbing and 7J��H2 pAu 3X4 support necessary to install aizhand,;ing units 24" minimum off floor. Provide ribbed rubber pads under air handling units. lil 9. All air conditioning ductwork shall be constructed of 1" fibre GAV glass ductboard with foil vapor barrier constructed in accordance with SMACNA standards. Closure system shall be glass fabric and mastic installed per duct manufacturers instructions. 10. Exhuast ductwork shall be constructed of sheet metal in accordance with SMACNA standards. e 11. All roof jacks shall be copper or aluminum. ¢ 2 . -�LAV• (TYP. 1 I' fz si, VT �� ' 4 5�-tuT oF� va�vE �3 VTIZ Water Riser VJATer SERVICE PLIMBI G FIXTURE SCHEUJLE Handicapped water closet - American Standard Model "Cadet" 2108.062 with church seat model 5330.063 Water closet - American Standard Model "Cadet" 2109.395 with church seat model 5330.063 Lavatory - American Standard Model "Aqualyn" 0476.028 with faucet model 2103.771 Bathtub/shower - American Standard "Spectra" Model 2605.103 or 2607.109 with faucet model 1363.065 Kitchen sink - Elkay Model "pacemaker" PSR-3322 20 ga. stainless steel sink with faucet model LK-210D. Provide basket stainer for one compartment, other compartment to receive disposal LKD-60. Washing machine - Provide recessed box for valves and drain �, L t�lPltlr� vN >�s?CaRoUfll J To �¢�, a L' a Fw v P% AT3DV cA p,4 � Ta7 �E "M, G, as,vtNc� RBQ�IXz� TkrroLA� AT HiaHV-=,-1wr <i 0 ALL f: I xT o t2 S G=0. 4.}' GICAC7E krf 51NK Germ 7-IS6.TL If ` (r P) 3" FFSST Ago ury rJ -P s F1 CAL) 3" VT[z � y { t AV r IuWf I " /I il '] 5ev fZ1hG2 `�Ml (TY 10) F3T�Sw2 � lA�f ,�3 TC'_ 3 LX41 F�tAW E VJ.0 '-' Zd 411 µ/G 24 f Sanitary "I" (TYP} ` '2"VT.v �V kA may'' 2W VIT. tIN4 ALL G.O, ftYty(CALj M I 7I 4v,&r_)S� , �F_e tZISr£m"IE" jp �EW�R TYP•) MAN n€.NF=ref0Fr 3'k S, Sot AT£ S A R97H a T E r„'T S WEST PALE" BEACH FLORIDA, -3-3401 82'r'f 4 ME is 4 ORAWN BY DATE REVISIONS 0ATE. SIZAtLE : - . , , . M v �� d � \\ � � ��/��».. � � � .w� � &�� <\ © : ��y«. �� ,� :..� � � � � . � � � ..� � � :ate = �©� ... . . . >. . is --- }- - L_ -- FIXTURE SCHEDULE MARK- DESCRIPTIt1N MFG'R NUMBER LAMPS A _I,�RoJr iG REGC 55cC7 tNG,crlq p(-,a,,1 R�55 Q]!�',;.,C.�... j--75W R3G C 1'i."5O gVP_;rA.Cc nlcXNo N6uSJl ;R M l,/"Dok,wHT tg4OE,aor.v N�ut`-lcr fRocrRcs PROMR.G55 -- -- P-3'22! V-5e) --- --- 3-rmwA19 t-lo©+N A 1'l () lot, 12e�ui'lo SURi=Lc�, �NGerJO PRc$=.:rRE65 P•54.ia-t,4D 2-5ow At9 4"Pou"O pota.G, NOt'(Lm$6 LSV VT 9815 i-7c;,n�AI'l c-T VEhT FAN v QQ�Alt L611- �rJjA N vAPol riaonf� P-4•921 -3 'o LAMP p>R;SAC�wA'1`'!�+TF21p,I��GaNra. WRQ=iR S P-294-Z j r:70 URA35, PWTeD Gr l_A gS.. SU KP0.L ,VO "O p[1YgW5_5 ♦✓-3'1 F.7S I-u:w At"1 K G�' DI NriT ',IAG E , Ga>_O i4ot-14 PK�Cx?fcES� 1 -Gj000-(D I 7c�w� A l T - 13'CtA Pla,-a,o>,1 8' 3'c� ei.t<. Pc5ti -- --- - - 1 --- - nN/�N -. - 13 --- - 1 T5W Af`1 -- --- T.V. RISER ej COOT•CTJQ .4P�_ TELEPHONE RISER W x i'/2" Pox w,T� 1-GXrlcl PIR,/Ice F'-tNte • CTT F 3¢14:1(TYP. Au. AfT5) MAW F �rYPi V_(%a ett R V 514 - i.T (P A' ArTO 10L E f''f -- — —.--__—FL } 12" cTYP� rAG T' � °NJ 'ELECTRICAL NOTE 1, All work shall l be performed by qualified 13. All material, al.atl t be new; the-c n;teri-IS electric Qua in Striet accordance With (except: lamps and cord's) and all wirkman- both local and national el.ectri-cal codes. ship shall be guaranteed for a poriod of one year from date of Final Acceptance. P. A11 conductors shall be copper, unless noted otherwise, 14, Electrical Contractor shall coordinate his work with all other trades. t All splices shall be made with approved pressure type connectors with field 15. Mounting heights of devices above finish applied insulation that e,uals, or ex- floor to bottom of devices shall be as fol- ceeds, factory applied insulation, lows s. The complete electrical system shall be General purpose recpts. 12" grounded in accordance with N.E.C. Art, Toggle switches 45t' 250, Reepts, over counters 421' Range recpt. 811 All equipment installed outside or ex- HWH 361r posed weather shall be NEMA type 3R. Garb. disposal 181' Dishwasher 18" The electrical service; and distribution Washer 2411 equipment and over current protection Dryer 24" shall be selected to comply with N.E.C. 230-98. 16. Verify exact lava ion of '.'.fighting fixtures with owner prior to rough -in. All devices shall be ivoiy in color with matching smooth cover plates unless other- 17. Wiring method shal-. be non metallic cable, wise noted. EMT or non-metalli conduit installed in accordance with aptlicable articles of the i. General purpose 120V duplex receptacles National and Local Electrical Codes. shall be of the grounded type NEMA-5-15B, installed vertically with grounding hole: 18. Device plates shal fit evenly against fin - down, 12" A.F.F. unless noted otherwise, ished and installer by the electrical con- tractor, '. Toggle switches shall be standard grade, 15A2 125V, of the no -click type installed 19. Attachment cords r.ecuired for appliances vertically with "on" being the up position, shall be furnished aid installed by the 45" A,F,F. unless noted otherwise, electrical contractor. Outlet boxes shall be installed self -sup- 20. Provide plaster ring, for all telephone and porting. Conduits alone shall not pro- TV outlets, Wiring If these outlets shall be vide box support, by S,B,T,&T, and C,A,T.V, respectively. 1, All fixtures shall be furnished and in- 21. Coordinate the installation of electrical, stalled complete with new lamps, unless telephone and C,A,T,i, service with the re - Acted otherwise, spe.ctive utility engineering dept. 12. The electrical design shown is intended 22, Provide and obtain all required electrical, to be a complete and workable electrical permits and inspections and final acceptance system ;in accordance with applicable codes, by the building dept. All miscellaneous parts, whether sho'wa or not, shall be included. Any discre- pancies in drafting or omissions shall. be brought to the attention of the Archi- tect or Engineer prior to bid or they shall be considered to be included. SMZV t FEEDER CA I CITLATTONS Four Apts connected load 1.34.0 62,4 43% D.F. 57,6 26.8 Feeder Amps 200 112 APARTMENT CALCULATIONS "OTHER" LOAD �0- N Total "other" load (Less AC b Heat) 26,8 15.6 First lOKW at 1001 10.0 10,0 Ballance at 40% _ 6.7 2.5 Total Cale. "other" Load 1.6.7 12.5 AC & HEAT AC = 5,8 KW X 1.0 D.F. =5.8 5,8 -0- Heat = 5.0 RW X.65 D.F. =3,3 -0- -0- Total Calc. Demand 22,5 12.5 Line Amps (240V, 1 ¢ 3W) 94 52 k-CxA4-4 METep GAsE IPpe M.G.B, 24cXj 1 a �#f 2c, 1- 2 t9saM CO / U GSM. p- '2 2lo Fled-6a iU Jr.L� 1 L �gXlo C,!'UND ar!D ELECTRICALRISER lam- 1'If .2 1 #4-TF1w c CT-((- Au. APtS) I - 0 a ZAae CU EtiCTiJCAL RAW T IV , o i y ,. ary warm �u .wu aen ------------- s. A .;, _ 4S mac. M BEACH Ft.O-4004, 33401 (305) 699-0714 :AL.E FIE 2 L�, bi 1E LL COUNTY I RPORT XR, XM 29 IT Spo,l Bank 2 S. 1, ij- 4 heater 7 L 64. f N lk, N RX, 7 a V �no Hal, Pt It 2 7b�, * Pile lele Fi `4 0 35 x a" k- 1 0, Jim I co 4rAFiat rL �I40t Dn..,t, P, jry -".Lt ------- pie'rCA9 P, 60ght (C) BM 4 T 34 S U11vt (c) 1 35 S Dolphin r. I F3ber Pt Y-�' US C.osl Gu.,d ght f Q Nit, Ihi rigor Thumb ce Causeway Man Wand Deposal % AA:flov 77 71, Yll ,1�11 T LUCI 1E E-V Z3 T Y Ifit::e W. P. B F LA PREPARED FOR, OCIATES, pg, z� F F F, LJ T.T- E S H E T vanklmm N, \ F I I I , F I I I -, `-, - F', f., L SE 4 to 33N," F� NN �?akl: .. ... NRAD W SCHAEFER CONSULTING ENGINEERS INC 3 A-� 17 F . . . 1. o , ", I 1,,, , PALM •1111EACH COUNTY FLORIDA , i�lq It r vv nI, q�I,<F , F� J1 A: ti IF IF, F -IF F J f IF, A I F, 4 IF! WIN i r M N v N p 0 CID r t 4' L S F% 4 4 i G4A L4: 1 `� u ri• , , ,, F ' 3114 pus F3iI..._,� EDGE OF PAV'T. H43/4° H43/41 L= —� INLET rI/W LIN 1611 4 011 1,'6" �y AGtid5 �' I li ' CAST IRON GRATE ��Jllmk�i'Gy�J EQUAL TO U.S. FDY. MFG. CORP DWG. 6-8 ,:,��i,5rz,4� rM.✓a�oa, J B 11 41_ I 811 2 I/41� 2 I/411 21/411 8" L I � I 81 - I WATER MAIN (TYP) W/ ad'MIN. COVER WATER LINE CONSTRUCTION TO BE GRADED 30" BELOW C ROAD GRADE NO I; ,PTE H BOX T^ CONFORM —0 C.C.T. ROAD DESIGN STANDARDS NvDEX NO23e, SHT ! ')t 2 Alm PLAN O-- y .63 `xg Y I Y v 4 fiyi'c " �.i GRADE REFERS TO CL OF PARKING LOT THIS POINT CAST IRON GRATES 01 t I ,. HARD COMMON CLAY w ui OR CEMENT BRICK AT 9 CONTRACTORS' OPTION a CORBEL AS NECESSARY Q: a 2 x4° KEYWAY CONT. t 1 SECTION INLET TYPE IIEII SPECIAL j NOTE: INLET TYPE REFERS TO GRATE SIZE ONLY PRECAST I BOXES SUIT PIPE SIZES SHOWN, CATCH BASIN NO 1,2,5,6,7, 10 BAFFLE =FB.R. �'• 17.0 tit I 13.0 1 NAT. GRO#1ND EL 17 5 } � t- .°�.a-"'s`^'-F . . . 2 NOTE: SEE WEIR 8 B?_EEDER BTM, EL. 2.0 DETAILS { TYPICAL LAKE SECTION T 1 _ 1 Iltp Vl, airy i 66' 20' PARKING 13' TRAFFIC 13' TRAFFIC 201 PARKING I "TYPE S4 ASPHALTIC I I/4" TYPE II ACSC CONC. SURFACE COURSE W/ SHELLROCK BASE 6" FOR LIMEROCK, IL1" FOR SHELLROCK 0.53131 (6.3/8 ) W/ LIMEROCK BASE .1875 (2•I/4„ 0.1875) (2•I/4) 0.5313' (6 3/8") 1+ 611 FOR LIMEROCK, 12" FOP. SHELLROCK 0+ 1011E I II Z~ CONRAD W. SCHAEFER CONSULTING ENGINEERS. INC H 25th -_ -STREET -- -- - - SOUT_- - --- -7 mp,— - - t 449 448J E uF pq rop ' \ I i �7 r 30C13 3 1 3 1 D I D J" AIN ' MIN 8�, i D�vG� a 2` e i pG i r 1 u 3X" < PATIO I MIN x 0 2 /g - — I /n � _ 2 �-3 00 �.., �l� R �SIOEWA K ! A i . C,703}.�_._. E !�- / %."�v PARKING LOT z �, 1 �j ol. 3 TYPICAL GRADING �, � 20 I *. � la � � I 1 2 8 2 C � ' �, T B I LJ , _ �� ir sI 1 s , ;OV6T -- �` 2 I 0 \ j s p. F' M , O � '1 � � 1 1. �; � l N ✓ � _ ' G,/5T _ O O c i5 _ G ✓. 1 7 5GC / J P r ! 2 h AOv I �o - -I� I 1 Ccc 0 / 1 Q y I w i - A D ,� o I �, 24 C 2 v �� I �' - �'CA 2 - i. 2 2 a q _ O 5 C ;' 4 m 13+ B 2 t� 23C� 2 D 4A 1 26 2 C IN j• ' I aLd I IlklililL, ,,moo �,� ho I ! c t I I I 7-7 1I i .' /r, � 0) �4) C 2 z4 so rza b o 71 8 . , 0 76 I I � - 0 94 7G4LzR 4 ` t L r-ti;Sl S I a 740 22 22B 2 1 B 18 i� D I a.g- / 9.0 UETBALL GAZEBO :OURTS /9.0 TENNIS COURT 24a / C'/ I Or f B B/ i / 6 ivv _ -7' tt 00 %- ' C'Mh �� t �' _MA CM_ SHEE 'c- e 3 rv�iZ 750 �t _slit.<ta STAC�i /ZE 561e6)V40C 7e, 5a phi /2'A11V7H NR40 W SCHAFFER-C)NSUL.TtNG ENGINEERS INC <7 A r/ON' v M PE%Tr cLcRJD. NOTES PAVING AND DRAINAGE PLAN THE �Eav9a�'��olrv> ..ti is �Ro STONES THROW C S. FM C S — 82— 004 or ,D;%B t �.�n•seo c?.r-A,4 �..�.:�.B�o,.. lrrrEss. Aomer� rr.ir..�, isiJULY,82 1" 40 C. S. 3 9 a a I I I I I I I ; —1 131 %1 1 1 1 1 1 1 1 1 1 1 $ 11 1 �-- I I a I / �)f / N z I t/ / I \z ( (_ LJ N 2 1 1 11 1 t I I I I . . ) 1 7 ""W I f I w I a I. I ii Z ; 1 "J, CONRAO W SCHAEFER CONSULTiNG ENGINEERS INC .PALM HEAC- COUNTY FLORIDA SEWAGE COLLECTION SYSTEM STONES THROW c S. JULY 82 F M. 1"=40 C S. C.S.4 82-004 9 `r e z z a i u I a 2 i tri ij h [ 1 }r z yy ! i Y 4 J F. ;,.e � E A ^l� fi l S 1� I i ro �'N + ] 1 ■ i s� pJ p t' A [ ••� C� � ;fi � � Yak -Mry• �' _. o �{ r � I W iy c 1 _ FIRM t x .. rO3 4" L-- 157.03 H 28 2 C �p 2 i e TYP H H ( ) z a m LJL a 0 r 1 L SOUTH 25th STREET ,,,,o.�crF 9R5.32o ;SLING 18" CM 6 z �o 1 1 B o > v 1 o �a o 5 � Cl tiw c 23 2 D 2 17 ` 22 2L2B 212-E A ]UETBALL 1 GAZEBO COURTS TENNIS COURT 2 � 1 C A/ I ------ M 32 UZ IiCRT W, NEAOWALL �' , 1 Cp/✓5T. GiFbSS//✓6 UN/h�k �� gcco,QO/r✓6 Tow .� ,ew G.O• f��/�,F'E�t,�2E'M>CNTS i � LACK SUMN/,4�>' OF vli�IiE2 �V,4NT/T/ES S<IMPL E PoiNT�� .4 54, I ti/OTE.' THE COST 05 AC L �/T?'iNGB OTNE.2 T,�/.4N SATE 14LVE5 S/-/,9LL /N TfNE C057- P/PE- FIRE HYDRANTS SIIALL BE SPACED NO GREATER THAN 600 FEET APART AND NOT MORE THAN 300 FEET TO THE CENTER OF ANY LOT IN THE SUBDIVISION AND SIIALL RE CONNECTED TO MAINS NO LESS THAN 6 INCHES IN DIAMETER. THE. SYSTE'1 SHALL PROVIDE CAPABILITY FOR FIRE FLOW OF AT LEAST 500 GALLONS PER MINUTE IN ADDITION TO MAXIMUM DAY DOMESTIC REQUIRE ` AT RESIDUAL. PRESSURES OF NOT' THAN 20 LBS. PER n , I F W,47-6R C/5A:�E 0 ZC 'L,JT/ONS .3/ BU/LD/NGS /24 DWELL/VCR UN/TS CdNSUMf'T/ON = 250 C.PO�G!/P/T!J coo c Po 301 RIGHT OF WAY d z 7-0 W • m IN W 0 U MATCH_I t____ TE SHEE CONRAD W SCHAEFER CONSULTING ENGINEERS. INC. PALM BEACH COUNTY FLORIDA NOTE: FOR OFFSITE UTILITY CONNECTIONS SEE SHEET 5 OF 9. WATER DISTRIBUTION SYSTEM STONES THROW C.S. FM. C.S. — 82- 004 .IT .,• .roAoeo r.e +o sEei or /O//$ CHANT EO Btoe, Lenca, �G JULY, 82 40C.S. — 6 9 Ai yg Ali M11 V t-r J�N oE,irk ijl-, Po 11"yR.A�l VP L d, NOTE A PRECAST WET WELL MAY BE I. UPON A P P R OF THE ENGINE COIU ACT tOWN Wilt R P '6VIIJE PT�IIR Pt N* A PIP, G�, , IN ETC" I r. ., . y"`: .vl{' ': w .a ....y ,ex.: .Y as±: , .:: .. v e n • . a �;,.. .......y.,...,�... u..,..�__, _... ..,.....,._: ,_. ..�. .. ,�.f,. .a_�...,., ..a.4».r...n,.sr.i. '. .(tfr 5f..3 .. ."'�'si.. ..2 Via_'...:^.,.+¢r. . ,•'. ,:_v,.A. ., .i,� ,.a...r-.ac.+.,%..:.r: ,.k'.4n .._.. .._ .a'n?.k.}.n....t.._.. �...a.xn ,„ .5 `'•Yf..... _. 4.n :�..GR..o.t'�,3�..�,,w:..''t..�s,..'-. ... .�R. , . .,,� � ...>: ..,.,� a 1..h.• . � � .' ,nn' 4.'\. `teaa a i... ,Y. .W. .. . rv..lea+-.., .,.,S #.. NLyFy _.. �,�. .... . ',..�. ..arr' ,I.s. .V..u'vw...�,.... .,., ,.. ,b°'�M>�J.. ' ..>�.. �.c.' . .: ._. a.o>� ... , n 3. � .,., .aa.b ,e._,.:...: _ }.:,.,.,, ,_ d.r,.. s _ .paa,4•..:._.Vu_2' . ._.Y .u, ..s_�` ,4. �_T._x.�n..,..... uCc ` sY.,.`.: r,u. c',k�. ' ,.\n >•, EV, ..i.nwr:-.,ib,..._. .;ka.>c5. a, ..F. r. Y �N... ... „.. .. ;•� CONSULTING ENGINEERS. '34 -kiBEACH �a W. i,n..3»� N [YxgLn AUn r+C ! w w roq rvv YvftO veil fcC Mc3.� Y 6f MAIN--� PLAN STANDARD BLOW -OFF INSTALLATION DITCH WIDTH (W)+4' I TACK COAT ALL SAW CUT JOINTS SURF. REPLACEMENT SURFACES AND EDGES 2'-6 6' 6 MIN. 1 a' nlTru R' 12" 12" MIN.MIN, NOTES'. VARIES L NEW BASE TO BE TWICE AS THICK AS EXIST. AND PLACED IN TWO OR THREE LAYERS W/EACH LAYER TAMPED TO 100%(MIN.) DENSITY-A.A.S.H.T.O. T-99. 2. BASE MATERIAL TO BE APPROVED BY ENGINEER. 3. NEW SURFACE MATERIAL TO BE CONSISTANT W/EXISTING SURFACE. 4. BACKFILL PLACEMENT -SEE SPECS. SHT. 13 11 C 11 CONTRACTOR TO PROVIDE 2"x 2" HARDWOOD OR PT WOOD MARKER AT ALL SERV. TOP TO BE PAINTED W/BLUE GRADE 18 FLOURESCENT. CURB STOP SERV. PIPE s' TYP. E.M.S. MARKER 11 D I1 loci' 1 11— z C PAVEMENT REPAIR DETAIL "D"- MARKER STAKE DETAIL SECTION WYE BRANCH CONNECTION MAIN IS LESS THAN 7' DEEP SEE WATER SYSTEM SPECIFICATIONS FOR HYDRANT TYPE 4 �4"PUMPER NOZZLE 2 WHOSE FACING ROADWAY 7- - NOZZLE m' 24"0 x 8'THK. - GRADEmeet VALVE BOX UNDISTURBED M N6. G.V. SOIL 3/4'GALV STL. TIE RODS CONC.THRUST BLOCK TYP. FIRE HYDRANT INSTALLATION SECTION TYP. ALTERNATE "RISER CONNECTION" TOP OF SEWER MAIN IS 7'or DEEPER it B11 "A" -TYPICAL SAMPLING POINT "B"- FIRE HYDRANT SAMPLE POINT N 6„ FINISHED GRADE OR PVT. 6" _j zo x I a PIPE a B" CONC. v 0. DIA. m x ALL AROUND P w WATER SERVICE CONNECTION SERVICES LARGER THAN 2" GRADE NOTE: PROVIDE SPILLWAY FOR SMOOTH FLOW BETWEEN PIPES N DIFFERENT INVERT ELEVATIONS. PLAN -MANHOLE BOTTOMS a FLOW C T �, M CAST IRON ADJUSTABLE p p o p w w F!N GRADE' VALVE BOX (SCREW ° o . 6" a z w ` TYPE) W/LID MARKED z "WATER" 3F,"Mik ° df a z = BACKFIL Y2 G.P OR SCH 40 PVC,,)12 3/4" THREADED TIE ROD EACH SIDE COVER MIN. 2500 PSI CONC. o z W PLACEMENT I %2'CORP STOP - — UNI a o_ MAXIMUM}24 SEE SPECS. CURB STOP.. NOTES: 1. ENCASE SEWER LINE IF WATER MAIN CROSSES OVER SEWER LINE o Q w x o w > _12"i PIPEO.D 2" SHT. 14. VARIES DBL STRAP SERV CLAMP W/LP. THREAD 8 /GASKET CEMENTED IN PLACE W/VERT CLEARANCE OF 18 OR LESS. ENCASEMENT TO EXTEND ~ w r_ 4 I 10' EA. WAY OF CROSSING. Q Z ¢ �_ X SECTION 2. ENCASE BOTH WATER AND SEWER LINES IF WATER MAIN CROSSES w > > 'j w PROPOSED PIPE UNDER SANITARY LINE, ENCASEMENT TO BE 20' LG. CENTERED ON Z � z - - NOTES. THE CROSSING. f a ca 4 DIMENSION 8 SIZES SHALL BE DETERMINED ON INDIVIDUAL APPROVED MECH. JOINT 3.ALTERNATE:20'OF D.I.P. MAY USED IN PLACE OF CONC. ENCASE. SHALL BE APPROVED 8Y UTiL ENG.-MIN. I8"FOR 3/4'x5/6 M I NON -RISING STEM G.V. 4. WHEN WATER MAIN PARALLELS SEWER MAIN, A SEPARATION OF 2. TYPE K COPPER MAY BE SUBSTITUTED FOR GAL/PIPE. 10' MIN. SHALL BE MAINTAINED. a: LOWER QUADRANT TO BE TYPICAL QUADRUBLE SERVICE CONS 41,, s. CONC. BLOCKING(L.5SQ.FT. MINI SHAPED TO RECEIVE TYPICAL VALVE SETTING 4" HAND PIPE BELL B BARREL. _ EXCAVATED & CONRAD W SCHAEFER CONSULTING ENGINE PLACED SELECT CT MATERIAL IN 4" LIFTS. PALM BEACH COUNTY F10RIDA WATER AND SEWER'..:# DET STONES THROW C.S. F W C.S. 82 TYPICAL PIPE ENCASEMENT TYPICAL TRENCHING DETAIL JULY, 82 NT.s. I C.S.