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HomeMy WebLinkAboutBUILDING PLANSDOMESTIC WATER RISERe, MAIN m�a II � v�tilT I , I I utieTr� +� i PLUMBING FLOOR PLAN UNIT 'A UNIT +BI REVERSED n PLUMBING Fl UNIT D' REVERSE L L.i KJ�Z T-. L-JEF M'IJ<E�r2 R PLAN UNIT C © X w 1Z 4 Z a ,n J Y a m 0 o1 110 SCANNED SHEET PN2 0F G.,9 le- y TYPICAL SANITARY PLUMBING _RISER BUILDI NGS A, B, C, D � E Up �f> ivy<v TYPICAL FIRE STAND PIPE RISER 3 BUILDINGS A,B, C, D � E All ¢ w Z Q © Z rn J Y � W Z W � LL � w Q z W v m cc 044 i eI ■ I ji 'k I :I t I it L �i Cy d 0. rL n. lu CI I LLI z z < _j CL 0 u Ljj M W m 2.4 A SHEET FB OF t,4�r^L- F::Ur-A`�l "(-.A Ar II i L VI 4 r I2Y r---r 2-w 4 411 IJ ic--- Y-i - VI, I A\ ----------- LjNrr r-L-, C, LJ1-j 17C� �'=�-e 2- w,,L- r% 4-1 Li u r- 2yF-, r-U �-j A 1) r Illxj tl.-1777 q"•r-II L 4 _4 -T 4 1 C:�) t'-] ( 3 17/,Z� �� I'- ---" k\�4_,) 1-4 1 f5i 6--1 W I r--C-- lelr t-4 onW ICE ifzF " (�w i & -POW 41 -7 -7 -- r7j-_0 Im . T J.L. 11. II CA z , 7 cl I , 77 - V.,4,UL-7 7 I L7 7 L tde,�7l 4d 2 6; A g-5 . a>1.9 2 4- r-D 'Lu Z z w IM 06 2 0 IM u LU :r W cJ 0 D N SHEET 4 OCT. 1 0 1978 OF - -. ELEV. +751-Ou ('-O" 8v e" '` * CiKOUNU FL. ELEV. q' p° --� c0 Jr` 2 _ 5 GO uT. 4 7 !C Q N /r WG,LL a f �- m m� i 8" y 'Sig?12"G/C /4 O. ! '�- -- -� 51"-4 SLAB -7 4 c V 121 1 L 4@ io„y` L- -- - - l- ------ -- - ---- - f - - 5-'�S E.W. 9 - - _ - - I MAIN ROOF ELEY.+ 6(0'_�„ x 5I-0" ICZPJARE A 01-0" sgL)4eE - -4 _ �` I -:I ;I ♦ +31 Q -ram 44 I J I. FOOTING (i ; FOOTING 0 -oill I [ N DETAIL "A" i 2N� FLao R ow> Y j 1 :I d 7 J ' I I)vi rs - _-z-- ELEV.- G20UND FLOOR -- g 2_4-4 reJ-o'-o" fl FOO�f iNG SCHEDUEE 5 x 8 1n < iv- -��_ MARK VY T REINFORCING. �,�__ D 3R TNRU 7Tu FLOOR 1 LONG. TRANS. I 2;`i�a E EVA OR D _ -- LONG. W-F I(. I' c}II O'=10" Z-� 5�CA/JT - GTA125 _� , N* r }-- VJF 50 21-GO i -Z -1 5 GO/JT c I' 21IU _ 2�(0 �'- d" I _ I' 2" 3 - � 5 cO,l.)T. ak 4 @ 3Io /c t � i - k , Ir a . f I, I - 5 coNT. Z _ 4 couT. , i - ti W--IpO J, O11 12 �i- w 5 couT. m '� P - _ t N TRANS. wF 9(0 8 -O I C� s -+� co�T 4@'0" =� i w -- SECT. � SECT. '3 --� - u� I-o' S5 "= I' -a' a5, Zo dD Is N ELEV. 0'-0-- �j, _ w dl � !- `„ N ... — x R00F -} - ---- 2N'FLOOR ELEV. + 9'-5" -----' ?-tf r - S C.ONT. Co TYP. I' 4„ s M --I TLI FL.— I - y ? TuFL.� o-'tom o q _ �— COLUMN B ` --_ - o C_C)IJT.rz° I _o" SECT -4 - S — �l SECT . '/Z:{- " 5 ♦ T'REC.I LIiii TYP, [}T"FL SEE ADJOIli 3eo FL. I 7 GENERAL :TOTES SECTIOiJ __ 4-x7 Np -�- g_ _ 1. Footings designed for 2500 psf safe bearing capacity. w 2 Fl, a �.._+�3�I1Z11 2. Reinforcing steel to conform to ASTM A615 grade FiO,. w - N �•�- - �— �3@ S"Nc _ 3, All concrete to test 3,000 psi MIN, at 28 days. Z 1 --- GPOUND FL. ELEV -o'- 1" GRD, FL. - j` ' - 10- 4. Detailing to conform to ACI 315, Z 21_ yl: Q - I 5, Hook all continuous bars 1'-6" around cornFrs, � 6. Top bars to be 3/4 down from top of slab. Q n. T- 7. Welded wire fabric to conform to ASTM A185. COLUMN AO COLUMN © 8, Lap top cont. :,ars at mid -span -Lap bottom cunt, bars at support. W -- 9. All reinforcing bars to be installed on chairs at 5 ft. c/c MAX. ,a /2"O" /ZIt= II_p. 10. All. lintels to have 8" hearing each end, Z Q F- GROUTED CELL VOTES W U _ w d " 1 Mortar shall conform to ASTM C144 T e 'M' F_ 'a PL.t_Ir.i ELEV.-0'-4° s ELEV.—1 -0 YP _ #- I 2. Concrete black shall conform to ASTM C90, Block from footing to 4th. n _ r floor to test 2,000 psi MIN, ,from 4th, floor to roof to test 1,000 psi. W U P I v MIN. rout for cell to be 311000 psi MIN. "Pea -Gravel" (or type "MI mortar).. Q 5 9 8 -' 4. Vertical cells to be filled shall have vertical alignment sufficient Q , x S 1_ " _ f x�x x; �' to maintain a clear, unobstructed continuous vertical cell, yy b —t 1 I I.. �. Cleanout openings shall be provided at the ,bottom of all cells, at each „ r _ lift, for inspection. Cleanouts shall be sealed after inspection and _. o♦ W•W_F. before grouting. 0 ■ _ LINTEL w�8" 6. Lap all vertical reinforcing in masonry walls 40 bar diameters. EsF-AR INCH ff _ 7. Masonry walls shall cure at least three days to gain strength before• / 3"cL E.W. r 1L pouring grout. 8. When grouting is stopped for one hour or longer, the grout siiiall he - - stopped 1 1/2" below the uppermost unit, 9. Grout shall be poured in lifts not to exceed 8 feet max. #4 BA2 10. Grouted cells to have #4 reinforcing bars and be placed at all SECT.SECT. C doors, window jambs, and not more than 4'-0" apart. _ t T, �ss SHEET A/LLLEN M. REESE & ASSOCIATES, INC. S REINF, MASONRY AT i DOOR �j) �� 'IAI+�iN CONSULTING ENGINEERS �•�•.>WINDOW A,(�i�J►'�y�(a`l Yr ` V 9719 SO. DI%IE HWY., SUITE 7 0 R Y V I N D O .r JAMB i� a MIAMI. IXIEHFLORIDA .,.33156 OF Tj (305) 665.0516 7R39 } iv - - - - —m— I I - r Z 0 0 —i U- 0 Cc (D ---------- f TAL Lf rC A4 7 0 0 -i U- ch oc 6(o4NEu BY st.Ljjejecolrtv CLLJ z z CL w m 2 0 LL u uj W u M cr 0.4 m Is cl 0 SHEET Rv I OF UNIT NUMBER .HI;- I AHu-2 MANUFACTURER RHE 04 RHEEM MODEL RENBI0051313S RENB1008LIDS NOMINAL TONS 2 2 Z C. F. M. goo 1000 ENERGY EFFICIENCY RATIO (E.E.R.) 6 2 6 6 EVAPORATOR FAN -F.L.A. 3 3 — VOLTAGE 0-1-60 230- I -60 CABINET VERTICAL VERTICAL .J WEIGHT-LBS. 90 90 zMATCHING CONDENSING UNIT cu 1 Cu-2 i Q = ELECTRIC HEATER (INSIDE OF UNIT) KW { 5 7.6 -- BTUH 17065 25940 _ STAGE VOLTAGE 230-1-6C I 2io-1-60_ Q AREA SERVED_ APT L TYP IL Art A.tC TOE' EL QUANTITY _______ ------ UNIT NUMBER CI.,- I Cu-2 MANUFACTURER RHEEM RHEEM Z MODEL RACAC24AF, RACA030AA NOMINAL TONS 2 21 (' COMPRESSOR -F.L.A. a.6 7.7 CONDENSER FAN F.L.A. 2 0 2 0 _Z (f) VOLTAGE 230-I-60 230-1-60 Z WEIGHT 39 141 w 0 Z REFRIGERANT LINE SIZE LIQUID 74 I/4 SUCTION ;/8 3/4 0 AREA SERVED Af'T- i C, TYR EL APT AsC TOP, E V QUANTITY ------- REFRIGERANT LINES SHALL BE TYPE 'L' SEAMLESS COPPER TUBING INSULATE SUCTION LINE WITH 1/211 ARMAFLEX f AIR DISTRIBUTION DEVICES SYMBOL DISCRIPTION MFG, L.G. CEILING GRILLE TITUS S.R. SUPPLY REGISTER A.U.E. AIR VOLUME EXTRACTOR O THERMOSTAT RHEEM T.V. TURNING VANE ----- F.L.D. FULL LOUVER DOOR ----- MODEL SERIES 200F5 MODEL 272-FS5 MODEL AG-45 FIN. FLOOR OR ROOF— REF. LINES SUPPLY DUCT ELECTRIC — — — — HEATER SECTION 0. FAN SECTION COIL SECTION 3/4°CD 81 TRAP BY PLUMBER I SOMODE FILTER SECTION PADS 2x4 WOOD SUPPORTS (,s WATER a� Mp� HEATER FIN. FLOOR a a a a , 4.. CONDENSATE DRAIN 4 BY PLUMBER TYPICAL AIR HANDLING UNIT DETAIL BOLT CONDENSING UNIT TO SUPPORTS TO WITHSTAND i ISO M.P.H. HURRICANE J FORCE WINDS ISOMODE PADS CREOSOTE TREATED WOOD SLEEPERS FINISHED ROOF / PITCH PAN CONDENSING UNIT DETAIL N.T.S. - AIR CONDITIONING NOTES ! - Ai U i:UN';'RAC'0R SHALL: a A) VE'{IFY ALI SPACE 'ONLITIONS AND DIMENSIONS AT „CIB "I`lE PRIuR TO FABRICATION OF DUCT- AORK AND TNSTAI LA1'IUN OF EQUIPMENT. I B) COURDINATE WORK WITH OTHE:i TFiADE;1'. C) DO ALI WORK IN ACCORDANCE WTTH r."TATE: AND 1 :.i1CAL ::ODES. I i) DC ALL W(IRK IN ACCORDANCE WITH '.ATEST ASHRAE (;VIDE ANII SMACNA STANDARDS. E! PAY F(,R ALL PERMITS, FF.F_,. IN.`; 'ECTIuN5 j AND TESTING. j F) ADJUST ANU BALANCE DIFFUSER:a IN AC�:CIRDANCE j( WITH UANTITIIF,' .;HOWN .1, 1 A'BN!I".' SHOP J:�A'WINGS TG EN(.;INEE.t F('r APP t(,V.AL. - GUARANTEES: Al ALL E,=UIPNIENT AND MATERIAL:; SHAI: BE GUARANTEED I.OR ONE YEAR AFTER DATE OF ACCEPTANCE. All `:GMPRESSCRz., SHAIA CARRY STANDARD F.Ai;TC':4Y ' YEAR GUARANTEE. B) PROVIDE 90 DAY FREE SERVICE. I 3 nZC DUCTWGRK: SHALL BE ':ONST?UCTED CF I" THICK STANDARD DUTY FIBER(;LA66 BOAfd' FLAMEFr3GOF 3F.INFCRCED ALUMINUM FACED CUVEri IN ACCORDANCE WITH N.F.P.A. NO. 90A AS MANUFACTURED BY OWENS-CORNING. DUCTWORK SHALL BE FABRICATED) AIND INSTALLED ACCU!,LDING WITH MANU- FAC"'URER'S IN5PRUCTIGNS. TNSTAL.I .ATR VOLUME EXTRACTOR,; AT EACH DUCT TAP. 4- VENTILATION DU:T'WORK: :;Ai VANIZED SHEET METAL. i 20 it G sa (22)((. sa) S75It (425It) i f DINING 1 I I }I I I EF•1 ! I(pxB (t8x8) 1� Ll itr UP_. -. pm BATH RUM �pACE i \ANU-1 (AHU \\ 1O x G SR Sy.9cG'2wi 125, Q (175 a) KITCHEN 1 125G (175 \(t) RE FR 1c ERAUT---•� LINEfa'o t!P TMRU PARTITIOM ro 31f d RUN ROOF IN JOIST 5PAC-E BEDROOM SHEET METAL PLEIJUM -�. � 12)(6SR (14x6ASR) 200 ¢ (2so(t) EF'I QLlTOWE MOREL % a532, 60 cFM i BATH 0.1" GP. 120 VOLTS PROVIDE SLEEVE IU F3EAM `_WALL GAP j FLOOR PLAN UNIT -"All 11 B" - REVERSED e -- 1 i i� II I ANU-I (AWLI.2; PEFRIGERAWT - LINES UP TNRU PAPTIT10A! To ROOF RUU IN JOIST SPACE Er- I _T V LIVING 12x(o 59?(14x(oSO 2co S (225d ) I2X8 (14 9) I. I(oxB(IAx0) DINING r,2ox8(24,cA) Ij I IOKLo Sk 1254 (175, )' BEDROOM I S:4EET METAL PLENUM � ( PROYIDE WALL r_Ap � %i SLEEVIL !Id j %EAM UP ex(v PUN IN ;- JOIST SPACE - a j Sx8 cG' 2w �l 125 a 0-754 T �� KITCHEN i, I I i I l� FLOOR PLAN UNIT - "c" II D" • REVERSED SCANNE® BY g .LucieCoun SAND DOLLAR VILLAS HUTCHINSON ISLAND, FLORIDA WE SCALE: 1/411 p I' - OB APPROVED BY: DRAWN BY J. D-.^DATE: 8-17-78S. M. REVISED •�-y+TEMPCO 8c A/C HEATING / 1954 NE 151 STREET N M.B., FLORIDA 33162 DRAWING NUMBER AC I OF I L A 5 21 2I 3 2 E A N i 9_4= — ro SETBWC �- � CONgTRU�jO� - - COASTA= r ,1 336 00 518 L E G E N D O INCANDESCENT LIGHT FIXTURE 4 I O� n u u WALL MTD. 0 FLUORESCENT $a n STRIP • LAMP ON EMERGENCY CCT. F Im EXIT LIGHTS D04 ® SPECIAL PURPOSE OUTLET FaA 0= DUPLEX RECEPTACLE HALF SWITCH SINGLE n 0 / O JUNCTION BOX O i� Fes- SINGLE POLE SWITCH =O SITE PLAN � THREE- WAY 01 DISCONNECT SCALE. I° = 50r ®J COMBINATION SWITCH 9 STARTER Q z MOTOR STARTER OR CONTACTOR - MOTOR ❑—r C� STRIP HEATER TELEPHONE OUTLET TELEPHONE BACKBOARD FLOOR OUTLET TV n FIRE ALARM SENDING STATION u n HORN ANNUNCIATOR PANEL u u CONTROL n TIMECLOCK PHOTOCELL THERMOSTAT INTERCOM, MOTOR RATED SWITCH OS. d Y GATE VALVE 9i FLOW SWITCH SMOKE DETECTOR a O a O J u- 0 O 0 / /'► z �/ J a J N J .._J Z N z z, qC U) dW Z Z Q J a Q z � LL w a W u 0 Q ' SHEET OF I -- I LU z z < -j w m 2 06 0 u LC w 0 11 is 13 0 up (�A�] ., ITT m a z CL U- 0 0 cr 0— T 000, � < �o O SCkNYNED B St. Lucie County cc LLJ z < -j a_ w z m 06 0 to u LL, F— W 0 4 13 0 FLOOR PLAN - UNIT "All UNIT 080 REVERSED SCALE: 1/4"- 1'-0" UNIT "D* REVERSED SCALE: 1/4" - 1'- 0" I zSAML) P4NEL 120/208V 7w, C K T S tPv s kw vvIRE-_c 0 N M i\ IS' T�w V.215 'T .2 7 j 1, 11 t �,-A I -T. 4A 7--t4l Lo,<1,1 100(-4ZS 1711 T3 I A L L A L, All) 42 7 Ll 1 -7 2 S 7 r,, for ..j 0 < z in >1 z 0 V) z W D SCANNED BY St. Lucie County (r LLJ z z < _j a_ 2 04 0 to L) Ic LLJ F_ IL M m 0 11 Ak vhoc Ets \N1 50C MC M (4,L) 1AP Alo - GU - ,?Ll, (hv17 MC7�'1" 13,AmK / 7 0 o o L Fj W. A,L. A -5c� mc m (AL) I* N)C C L) • 3 /4 -C to 141.WLT JAT5 100 4.4 -TL�v4 'To VWLT DI F-14,6 -TEL Epl-kD tt R)A (`X) N � 1) co. L4-A D TO PR3PtR�i �rc Eik) a/4 2 0 c E'?,Jw, F R , j To YAULT TV "i A 7:_ A 2F ZPL�—Fk �t � Ird ./.&ULT OU'-i C. uj U: uj T_ W u 13 SHEET OF 'bTl+ 15/f.4 To \JjCwLT .?)'4 3/0 -T� - Cd 40 - 2 4 C q� I U r7f! -Z I-ZV D 7�,Aj e a %04/0 T�e A,+ w r4r -�)l N M-t A tl 1 o wj SCANNED BY St. Lucie Comity LLj z z < -j CL w m 2 0 U: cU LU F- 3: W M cr 0 P.M.mm% SHEET OF VV CKT S E R V 15 AMP C,U, P WIRE.-- C' NCI R, r�tARi�S Tw _Gu . /_ �y1��E %mil h liL1_. G L J � L� l L �Z 1• 1 5UI5 -far&L 24 Gu - I° G ----ro TaL 160, AMJ3. PANEL ��I � � 120/a5V 1w CkT SERVES Af-1-PC13 P WIRE— COND REMARKZD I', 2,3 cotze�ooe Imes 1S 20 1 4i�Z TW .cu- �Iz r 1 8 Silo SpACEs to ►o TOTAI. 60 7LAW GL) - Ij1 G zcoA M. 2j,. -AN C L `I" I 1P Z q`W Q.'L. P wIRE c51%lp r MAk.K s SUBTOTAL Ae�i��, 25 %L A,RG MOTOR TO T AL - W r�r p s. Iq.3 14q � "��u -f IA W - GQ - 2" c ► Oo /�. ML.0 �'I�i'v �!._ � J L � I LV/��Gc� ��I 1 � 3 �,��.� CGNG R`_�tvIM+-Fisk_ -_ �pAcE� � ►p — I � I -------_.- 1 TGTAI_— �14*4 3 3 I/0 411- c b. F' wIRE , a �i Tw Ll _ I �- - ,L �, .sue i_ _._... T1JW Tll_w --- - — - -- ' :�._. � 15-IE, SPAceS 12 1 — � -- TDTAL - I I I A Pr_� :�Fd •. •., +� ' �.,�,;.. 1�/'y�. _;�a �l n1� .�.--- v �^ w 4 w z z a z U1 � U w oFt W u 0 a , 0■ SHEET OF u 1- 4-40 L,- irl: .airs — `26 — dmi .. k SN FLORIDA HOTEL & RESTAURANT COMMISSION NOTICE PERMIT NO.�?! !' ` Z2. IS ISSUED ON PLANS APPROVED SUBJECT TO APPROVAL OF ............ CITY BUILDING DEPARTMENT �..... COUNTY BUILDING DEPARTMENT v..... COUNTY HEALTH DEPARTMENT FLORIDA HOTEL & RESTAURANT COMMISSION NOTE THESE DRAWINGS SHALL REMAIN ON THE PROJECT AT ALL TIMES DOLLAR 'BL_ -Dc 3 •� i pq T D G �D 8414. add d�e NOTICE These Drawings HAVE NOT BEEN REVIEWED by the Supervising Architect of the DIVISION OF HOTELS AND RESTAURANTS. It is the responsibility of the LOCAL BUILDING DEPARTMENT to examine plans for compliance with all applicable State and Local Codes, and conduct inspections. VE;IFICATION CFRTIFICATE NO. is issued to ve; ify the existence of a Certified Building Departm:,nt in the Locality, and DOES NOT CONSTITUTL r.'ie CC`i . 12, 197, - n rV SL [LIME, FORT FaKe FIRE PREVENTION BUREAU DATE 40-/6-?.1- J'IM_G ST. LUCIE COUNTY - FORT PIERCE FIRE DISTRICT Su�f�^I FIRE PREVENTION BUREAU k� �°{ 10 AI'1 APPROVED SUBJECT TO: �o�~ ` 64 1. SOUTHERN STANDARD BUILDING CODES. 2. NFPA NO. 101 LIFE SAFETY CODE. Date -Z- =3�-7� _ _��oe2 L1 1 1; Fire Marshal ALL FIRE r ROTfi:CTiON EY`.�i.�IPMENT SHALL BE AP EI,(D 'E D BY THE FIRE PREVENTION BUREAU Inferior Finish Flame spre'!�d Ref ng E;cif Ways Class Minimum Other Areas 0ass Mininnum Notify Fire p,-,- eau bafere sae i1;�; Syadls or partition - Phone 465-6655 Notify Fire PruBur- , eau before closing ceilings. Phone 465-6655 ZONING & BUILDING DEPARTMENT ST. LUCIE COUNTY APPROVED DATE--/ /.16 -79 PLUMBING dak -R r sc"Eu St. LureeCourrtv SUBJECT TO: 13 [W Z5 :1 %F �j a 5 :L 4,7 ?. SOUTHERN STANDARD BLDG. CODE Z NATIONAL ELECTRIC CODE G, 3. ALL LOCAL AMENDMENTS � 00 OCT. 1 0Is;re VILLAS ROBERT F. SONBERC3 ARCH. 745 NORTH FEDERAL HWY., SUITE 201 N.P. a., FLORIDA A N � \ C A � � c 5613E 2$02�—``�'` 0 G "v ,, \�yC a" \, NSTROO-�(�tSE BACr97 00 u , �v - � " �. �_ /_ � . , � � �� G,Stf? � ° A 1 1v 1 �, .,4r_, �f1�•'"..—r -f1� l v � v � � � t � � .��� / � �f � 1` 1 a' f ,.gyp= a ��},o • ` �t l _ r�,�'_-°. c f s ���y. .\ i \ , t \y` 1 i1�-��' � � � 1 3 r cod/ `�Ep,1 DAEN� FREP 1 l SEWP,GE 4 1 o S P S I T PLAN SCALE I'=' 50.0' r i 1 1 l� 7. w Z Z Q J O 2 Z °6 W � LL u w H F— W c� cr 0 KROM N .1 \� A �41 \ c I Oqlt4 1 Ao 0 56 �. VO2 � - - , N co (D ) -"Z -5�1f— co �As vo A SCALE I=50,0 1 8 Ii NO., SHEFT 01 OF r Gj1 tiI— `M l�f . , , �r1 A l Il zI - r, -71 r rT T.^�-rrr 1-1 : r7T-7,rR-tTrr-r,-Qrrt�lnrt.�:1 1 _ 4 G , x. 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A x i+ y SHEET 9 OF �- r+n ids w m v a i i N 0 . 21 kOe > V' I l I LLI z Z Q l a. z °'d �D F- U w Q= 0 0 ■ SHEET 0 OF Supy�;�T gAl' W N v� I� I I X \,�Q 1 Lo qJ2-i3%S'4 ;2" BTU �I l B3 � \ 4 a —P� H 140�1 n H 140 H i4o`? �I I 1 I 2H k4i0 �z. #8 x 2D'cS 7 ^t k .k IS=1� 2 Ag (-2- �'7X 22'10 TOP i I r rONc !q =10 ,Sm 9- *3 CLOSED TJE-S e?! 19-o BEAM .81 i -r-- - - _ 2 �5x B'S",er�I 2 CLOSED TJE,. <:n_g aew ALLEN M. REESE & ASSOCIATES. INC. CONSULTING ENGINEERS 4874 N.W. 167 STREET MIAM1. FLORIDA 33014 051 624-2444 7 8 -j Alip GpWIf� �tvvoe A►� G= C=C _A ✓I 1 !_A, \LTEZ. JAT '. "-cn" e A Gc-1 y �-T'Ai L_ i n r H 140 - �&I I-�— -H140'9 �I x I , � � I I ----QH r 5!2 aLNL ZH 14-IC i �l 1K N i c. I , I I i { r Ir t IS -I 11 f� _P �4 , i B� An�i 81 2 22'lo Tap I I /? 12 CLO-EL 7J!G ALLEN M. REESE & ASSOCIATES, INC. CONSULTING ENGINEERS 4874 N.W. 167 STREET •' '•I. VLORIOA 33014 624-2444 .,ry cz- S(ANNED BY St. LucieCounty 4 __ , :r i r-- — -I- -- — -- W F 30 — 0lfit- — — SI -- - - - - - U- �A; 1 r _l I i � I r { 19 _ t Co \ I.1r o 1 I 1 Ill 1=4 I( J I WF 30 + I — oi I WF 30 3-*5 C ti - _ r I I I I o i 4 4"CONC. SLAB✓ ON COhr1F'LCTED U- i. GROUND W/(c`x fo" `�{U�"10 W.W.>^ �r 4" CONS✓ ;LAp`�' ON x e /u# �o W F - W '� — 11=1tA- ---- - - - - ----- j _ - t - - 4 \, - _ ; I 9 h _ r ` I �/ W I I J) U)) o �I m ir) UL - NI, 7J _ (L 3 Lo C, 3 . L FOUNDATION _ PLAN_ %4" = 11-0" 1.7 p Q .�z ZONING & BUILDING DEPARTMENT ST. LUCIE COUNTY APPROVED L�,0 DATE PLUMBING"- s PtECTRICAL SUBJECT SOUTHERN STANDARD BLDG. CODE NATIONAL ELECTRIC CODE 3. ALL LOCAL AMENDMENTS -j -- — WFa Co •I I I i f NOTE I. BOT TOM OF FOOTINGS ELF.V. -t I. `j 1 2. Bh.GKFII_L TeOM FOOTING TO C-lUWMb F`001E TO R6E 1"ST/1 L LF-D IN L_hYE2S . DIFF ELSE UTIISL F2OM O,vE SIC>E. OF WALL. TO THE OTPSVE NOT TO EXCEED 1'-0". FOR FOOTI/`JvS E. C.OL M/4S S F- S - 5 U" ALLEN M. REESE & ASSOCIATES, INC. CONSULTING ENGINEERS 9719 SO. DIXIE HWY., SUITE 7 MIAMI, FLORIDA 33156 (305) 665-0516 7839 BY St. Lucie Coft SHEET 5 I OF S �0 �I i I LQ T ,Y P I C A_L F 1�.'F R A M I- N-U------.- PLAN k---25 '4 Iv.. uq A 10" 4w. 3 III i G`S LRB • 1 - i r _ . - x -,r �A/LLEN M. REESE & ASSOCIATES, INC. CONSULTING ENGINEERS 9719 SO. DIXIE SUITE 7 fJ MIAML FLORIDAIDA 33156 (305) 665-0516 SHEET S 2 OF S 1 "L S 4 ,-{ H 1 4.06 - i — I� �I Co" SLPS 18�C r s 4 r 2 . B„ --12 2-" SX F' 4 7D" 2 "S"x A 4 76P ., ��; \ � I G`, SL.QJ5 � I� 6012 �I H ► 4.0 1 II ROOF 3=0 Ll H 140G II I II I I c, SLF1B i slim. M. REESE & ASSOCIATES. INC. CONSULTING ENGINEERS 9719 SO. DIXIE HWY.. SUITE 7 MIAM1. FLORIDA 33156 (305) 665-0516 - 7839 $t. LUCie counw SHEET S 3 OF 5 a; -, o" it- — 2-*4,,B'0'76F )3-4i I !( m Ni i--}- H 14-01 'F2 N H 1401 �J O 2-.04NY O, TOF �i o� (3 c^Q I H 1409 V N ' 1 i "' � � 12-'3Xs�4 �12!' t3-r/✓7 ----H I=�oQ---- --- ------� J i .83 1 QH ! i0 5 2 SL>7B ZH !4! o 8=G _ r r• Y.,7'v,. I r 'l ti 7 x 22' 10 TOP _v T' 110 STM. 12 2 CLOSED TIES c�_ 8 9- *3 CLOSED TIES 19" "NNEU BY St. Lucie County G fit ^^ y ALLEN M. REESE &ASSOCIATES, INC. 17=TA�� CONSULTIN- ' JGINEERS L �-` I 7-H1 - � 4674 1 STREET _ MIA 01' I� 2-ME CONT. `t ELEV. A- 6G'- ro" r: 7 DRIP - 12"cL, -- - -- TYP,S— �, _SE_CT _ s4 W J iL O I-LEV+(&I-G" Lo I II PRECA47 LINTEL SECT• II S4 s y 1 L ff V N *- I 4 " GOA1T• J {" IL _i LL O SECT. 54 W v SECT it S4 w a STEP 112 a � I 2-*k4 CO GL . 4 LL F {ZECAST : iA3TEL ! X Y SECT. '15 S4 V ,1q o48" l P y ' TRIP-L-GRIP EA. _ �'% TRUSS TO PLATE ELEV + (o(o1-b` ELEV. �- 6(0 -(a O — 5c9 $- � i 13rx1'Z"yc 4P.T 2- 24'0. 2 I 2 y CON7. ND. HAILERS _. I; + ,. _.�_-_� �:-:. _-JI-.__a..___i__.-..._.'�. 4-. .a___%__..-w—._......-. ' '. � Ili '(U .. Y. V •u 1 +` 11,:717 BOLTS - Ci y y- CW3La'12 �� '� - - - ` LINTEL SECT. 2 ,�I,r SECT34 SECT 4_ W s4 i0 _�--- L-M` 5 COOT, r# 3(:LD1211 /c Y_. Z _* 4 Co—. \'�_ it dQ 12" eft LL r 81-op N' J 8" LL SECT.�'7 8" t .-a 2_ !}CO0T 61 LL N P2ECAST " _; Ng IJiUTEL- } U. r I SECT. ,o S4 W I 211 r� STEp 1L 2 0 ik 4@ 7n% _v SECT. , 2 \�-- s4 5 COOT. a� '7 kl ry --A4@ 52"c/, TYR AROUND 9v f-LE VAT02 STAIRSIT . CID ELEV. + (o!o`-(tom" d STAIR P-W ROOF "� # 3@ 12"yc - ELEV. 7S'-O" 3 c - _- • Ul V to O -4-45 TO MAIN BLD6. Oc z 411 SECT- to i-� S4 SECT._ -�- � SECT. 54 S4�1 F 1� 4@ Nd r I I � 7 11�2" C l . � u4 a<10G =+107 N ,_ __._PREGlasT LINTEL SECT. SECT. 13 8,11x12"T.C. BELOW , li PENTHOUSE ROOF LINTELS TO BE PRECAST AS MFG. BY CAST-CRETE CORP. OR APPRCVEO EQUAL_ (U.O.N.) I I I I. sLA B I 4 3@12to - i I i 8' 4,: PLAN FOR STAIRS � d a � u d J l� 2 ? cc w Z Q Z Q a J Z °6 1c w F- W � m � D■ SHEET ALLEN M. REESE & ASSOCIATES, INC. CONSULTING ENGINEERS 9719 SO. DIXIE HWY.. SUITE 7 MIAMI, FLORIDA 33156 OF 5 (305) 665-0516 7P3 a BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA 3300 116L AlE why DATE RECEIVED: /4-167 7 5- CONTRACTOR: Q,Z- C' r irswa GiJcz 0 ! PHONE NUMBER: ARCHITECT:i/� PHONE NUMBER: OWNER: S.a�cl l�llw y:�s ie.i��i�s« .✓7 �a,�� LOCATION• Ss,79 .0-ZA 1114fc4 sin. 1i� 5" ;k v.,c �� %✓w C':r TYPE OF OCCUPANCY: /%f /1n TYPE OF CONSTRUCTION: Cos G_ D-/c4.f X 46" SIZE OF BUILDING: C-X4r8 x 6S' E-//4.5"4 4s' NUMBER OF FLOORS: RECOMMENDATIONS: &Z41's e /AAl— i g cconclo %` /U"r S'z - 90 -6 .n AlAAi9- 968 J`��Awac�atid �clech.o ic.ol e eeYe SfG/i/j'..� -ur/.z �� IZ C I ... F3�.—•Ve�� C-e�N MSG/ o�✓ �wJ S/.O,u%.-2 .iL ��— • c � ll � e 9.ZA-9-C-DgrE in.n Y "winlr Iw. .T w� REMARKS: �AzpnzOt'tS i¢2s REVIEWED BY:zfw DATE: Signature POM 1195 - PAIVIAG 8Y EGM