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HomeMy WebLinkAboutBUILDING PLANWF 30 i r- 9 - — -TLL I ; t 31 I ! I WF ZO I I, Ai----- --- — - J i I I � f I I -1 t -T i I I O � I � 1 I m I t� 2.pJl-Oa I px � ( I all WF 30 I WF -6 0 5` - , I I I I I I I I I � I I 4" CONC. SLAB ON c-0m PAr-'i"ED s � I LL CaNC. SLAB O1W MPAL1 -D 6Rou D 4" c � L 43 ON 2 ROUND O W.WF COMPlAC.TE� �1-4�-- ----� - t 4 LL- I WFKP 4 T - - - -4 �0 - I No I � �', I 31 I �i �I • � � I L— ,VVF 1 ta— 1 I LI - I 91 i- -- ---- I I 4 31 u, I 1- I 1 1 o-I WF (on L - -i + L _. WF(DQ _ — 1 ! WF!o0 t FOUNDATION PLAN %4II= I'-o" NOTE: 1. BOTTOM OF FOOTINGS ELEV. -+ 1.5' �. BAGILFILL TQOM FOOTIAJ6 TO C WOND FL(-)Oe TO %Ei IU'ST&LLMD IN L-4�YEe5. DIFFEeENTI&L. F20M ONE SIDE OF WALL TO THE OTUE2- , NOT TO EXCEED 1'-04. 0 I FOR FOOTINCv$ � c0LUMl1S SEs S- E zffe M. REESE & ASSOCIATES, INC. CONSULTING ENGINEERS 9719 SO. DIXIE HWY.. SUITE 7 MIAMI. FLORIDA 33156 (305) 665.0516 7839 L w z z Q a a Z (Q � U Ic w f ~ � z W U m Ly a , 0 � ILLi SHEET S i OF 5 00 *SA Fi� Z) TOF �4'-MF -Ly —pi CW= --------- FlC) c k F RAM! N!") PLAN o - -ILA H (401 1% A I 54/ CY 00< ELEVATOR G'-S LqS J NN miq \ y �i 2-� - 2-"5xF% 47Op 2"5�8=4 i7CP hi i I (!I Ili rl Il I I? Ij �I I I! I? I ? Lo O An STEEL STAIRfi - OTNE2 `* Cr1 \ C. w� -*5 \6Y % `• \ 1T. �2@2" c TIES 1 a� — - CID i � � n i' _ j Of N >F-4 I I I jII! 1 09 - O I X�51 I `yN 2 MCo-If,�OTOP / i'tr� �!I ai r, \ STEEL STD T.C. gY OTu EI •2@ 12"ek TIES in ROOF FRAMING PLAN i - �js LAE?4 - i I � m\ -- . I 0 -1II P cr 4 Z Q © Z 0 J � a z 0 U F W U cr a ■ 0 SHEET ' apt �� ALLEN M. REESE & ASSOCIATES, INC. CONSULTING ENGINEERS 9719 SO. DIXIE HWY., SUITE 7 MIAMI. FLORIDA 33156 OF (305) 665,0516 783E u f- 9 7 ►I c, TYP. , Ii #4 (� 4B�f� ELEV. GG'-<V' T - -- �� CL, d 3- 02' , 2 i -will !2 CL. L ��} �t r f8 u -71 ELEV + I� #4@I2"`/ .6CONt Al2 i _SECT _ -3 S_E_CT.__ 2� 4) - W W 3 ELEV+ 0' �1 L)1')? L_ r V SECT• � 54 1� Q #Ax)6-0 07�.-: `) �4'CL. a 3 & )2„. 8=r, Q- 5 COMT� 1 F-LEY 2-* 4 C-O/JT f' m 0 -1 F I�• N - 1 ..J 4 SECT 54 �' W v SECT „ S4 w �/4" STEP c 16 5/4"CL . *4@ PRECAST LINTEL i SECT. 15 S4 81i OD �--- 2-5 co0T. 1> F O # 3<12 yc z _+4 tour # 4@ 12" Irn g' LL / i O SECT. sa �° v v " / 2_+�4cour/ PRECAST LINTEL SECT. 211 ��'j S7F� Ok 4@ 7'�/� I • � `jt [}C 101'yc- ` # 3C�l I'�R `�r SECT. , ;2 y � ��— T�us� BY nrNEQS ELEV. 4- G(�'-G° p 7' TRIP-1 GRIP EA. TRUSS TO PLATE FL`v.� Gam' Imo. 2 y8 x24 G -- W ND E AIAIL !RS�' Ill`sa " 0 461/c p_ s� I , 2- 5 GOUT. If 44, -.y 4@ 32"�/� TYP. AROUND F-LE VAT02 e, STAIRS. ELEV. + (o(o'-(o" STAIR FI3�12"% # C�?IL°ELEV.+75'-O" O0 to 07 —t- N - ? 44@12 - il,41 TO MAIN BLi y ' p �u �o- -z S C ---- -q- �4 ELEV. + 75'-O" 4 5 '1 S" �• r 41 I SECT. to r� SECT. W SECT. 'a'� � • . 2-�4 s4 sw; 4(LD 325'i SECT. ,3 s4 n 8"x1211T.C. BELOW 0 O, /` Z.)N io.�. I I I j i N o f I v IJa I I I I J, 5"sic �5"SLAB 4® 1o% 4@I6"`/c I � i I I I I I I I I IBOI_O" � r 41 t PENTHOUSE ROOF PLAN FOR STAIRS i 3(a. 12 "c2 N _—PRECAST LINTEL, SECT, 14_ LINTELS TO BE PRECAST AS MFG. BY CAST-CRETE CORP. OR APPROVED EQUAL. (U.O.N.) 41 cc w z z Q J d W IN Z °6 0 k U W a W c� M cc SHEET " S4 ALLEN M. REESE &ASSOCIATES. INC. CONSULTING ENGINEERS 9719 SO. DIXIE HWY.. SUITE 7 MIAMI, FLORIDA 33156 OF 5 13051 665-0516 7P39 li i ---- ll ELEV. +75'-O" s l O i -- GIND FL. '81� a0 6. ELEv 0' 0" —� } c0 2 _ �k 5 COAJT. ---- I O - �- 7 z 'v �� ? _ -WALL BELOW Ir- - - N - In, 1 ' all C 5V41- SLAB :J I i6 44D I0 /c T- - - o\ I 3 lL l # I .. _/ 4<P 10"c/, --=M - Ah5-S E.W. 9-7 E.W. --�._-- d - ARE D0 O SQUAQE ..{ 1 -- - Lw� \ O -F- I F_ Q u 2 N' to MAIN ROOF FILEVI 6(0, - 0 i 11_ s FOOTING 1 FOOTING J� Z- 4 cA1JT. 21_ I-nl� N .1 H c' n DETAIL A 'Iz"FLOUR OrJi_`(' r V4"= II _ 2 ELEV. +9'_( ' - G20UNb FLOOR a " FLEV. O'-Ou FOOTING SCHEDULEik3G�l2"�� REINFORCIiuG. LP 41 MARK W T 3RD T4RU 7TN :FLOOR _ I ! LONG. �—TRANS_ TYP• A2OUND 1- LONG. W F I(v II-49' 0'-10'` ELEVATOR = -t - wF 50-I 2' -6 11- 2 3 S GOUT.. fT STA12S - a 2- 4Gor>T. WF No � 3''(i" � f1-211 i 3_!F6 GOAT Ik4tB� 3(011% O * � WF' roo � 5' O' f'-2' ; �i-�5 GOUT *4C� 9" 4%. TRANS. WF 96 g' o P-6" T 5 - s couT, ' 4Q �u r w --- - SECT. - SECT � _ 1 >M w I m N _1 Ic ROOF p -� 2@ 9 I -- 2ND FLOOR ELEV. I'-5" (ol' TYP.-ITI4FL- o _ GTV4 FL. COLUMN _ .. Z I 11 I 1 5 FL.- I - S GOUT. c 2-*G Tli 6- m ,PRECAST LIKITEL TYP, t}TM FL SEE ADJOINING Sea FL -7 GENERAL NOTES sE c_ T 10 N __- 4 -# 7 - 1. Footings designed for 2500 paf safe bearing capacity. °C 2ND FL, a-# 7 of 3L12"% 2 Reinforcing steel to conform to ASTM A615 ''� _- _ 9 grade 60, � 3, All concrete to test. 3 000 Z � --- S"�% r psi MIN, at 28 days. N 10-#7 4, Detailing to conform to ACI 315, Z 1 —GROUND FL. ELEV.-o'-1' G2D,FL. -i ` T,- " Q I 5. Hook all continuous hers _ 6 around cortrs. 6, Top bars to be 3/4" down from top of slab. n 7. Welded wire fabric to conform to ASTM ALES, ff W COLUMN AO COLUMN © 8. Lap top cunt, bars at mid -span -Lap bottom cont, bars at support, _ ___ _ 9. All reinforcing bars to he installed on chairs at S ft. c/c MAX. z oLl II-O" AZuall_00 10. All lintels to have 8" bearing each end. O r GROUTED CELL NOTES LL U w a FL. LINE 1, Mortar shall conform to ASTM C144 Type 'MI. ~ P p 2, Concrete block shall conform to ASTM C90, Block from footing to 4th. @Q = *48"`4 P-W• -� I- floor to test 2,000 psi MIN, from 4th. floor to roof to test 1,000 psi. W U --- �� - I � MIN. m aC i 3. Grout for cell to be 3,000 psi MIN, "Pea -Gravel" (or type 'M' mortar). 0 4, Vertical cells to be filled shall have vertical alignment. sufficient , " to maintain a clear, unobstructed continuous vertical cell, I .I 5. Cleanout openings shall be provided at the bottom of all cells, at each lift, for inspection. Cleanouts shall be sealed after inspection and ■ before grouting, o, 6. Lap all vertical reinforcing in masonry walls 40 bar diameters, BEARING 7. Masonry walls shall cure at least three days to gain strength before pouring grout. 3 cL 3t4ap8"% E.W. ' 8. When grouting is stopped for one hour or kenger, the grout shall be stopped 1 1/2" below the uppermost unit, 9. Grout shall be poured in lifts not to exceed 8 feet max. # 4 BAR 10. Grouted cells to have #4 reinforcing bars and be placed at all doors, window jambs, and not more than 4'-0" apart, - SECT. /21= I'-o" 55 f L. LINE SHEET T 114 �� " ALLEN M. REESE & ASSOCIATES, INC. R E I NF.S Q MAS ONRY Y AT n� QDO DOOR CONSULTING ENGINEERS �sr a-1 \� VV I N D l,-'� t �I'1•rY'-L]9719 SO. DIXIE HWY.. SUITE 7 MIAMI. FLORIDA 33156 OF 5 (305) 665-0516 7839 UNIT NUMBER AHU-I AHU-2 MANUFACTURER RHI.EM, RHEEM MODEL REN13100S8BS RENBIOOBBD5 ~ NOMINAL TONS 2 2 Z C. F. M. Boo WOO ENERGY EFFICIENCY RATIO (E.E.R.) 6 2 6 6 EVAPORATOR FAN -F.L.A. 3 3 5 VOLTAGE 2 30-t_6c. 230-1-60 CABINET VEPTILAL VERTICAL .J WEIGHT-LBS• 90 90 MATCHING CONDENSING UNIT Cu-1 C U - 2 z = ELECTRIC HEATER (INSIDE OF UNIT) KW i 5-- �.6 BTUH 17065 259tIo STAGE _I VOLTAGE _ 230 I-601--230-1-6c Q AREA SERVED APT. A-,L TYP FL APT.A;I FOP FL QUANTITY - ----- I UNIT NUMBER CU-I CU-2 MANUFACTURER RHEEM RHI EM Z MODEL RACA02LIAr. RA(,A030AA NOMINAL TONS z 2j COMPRE SSOR - F. L.A. 14.6 17. 7 Z CONDENSER FAN F.L.A. 2 0 2.0 (n VOLTAGE 230-I-6o 230-1-6o Z WEIGHT 119 141 0 Z REFRIGERANT LINE SIZE LIQUID 1/4 i4 SUCTION 5(8 3i4 O AREA SERVED APT A.I,C TYP FL APT AFC. TOP F U QUANTITY ----- *REFRIGERANT LINES SHALL BE TYPE ILI SEAMLESS COPPER TUBING j INSULATE SUCTION LINE WITH 1/21: ARMAFLEX AIR DISTRIBUTION DEVICES SYMBOL DISCRIPTION MFG. MODEL C.G. CEILING GRILLE TITUS SERIES 200F5 S.R. SUPPLY REGISTER I MODEL 272-FS5 A.V.E. AIR VOLUME EXTRACTOR MODEL AG-45 OT THERMOSTAT RHEEM ------ T.V. TURNING VANE ----- ------- F.L.D. FULL LOUVER DOOR ----- ------- FIN. FLOOR OR ROOF REF. LINES SUPPLY DUCT ELECTRIC ---- HEATER SECTION FAN SECTION COIL SECTION 3/41'CD 8 TRAP BY PLUMBER I SOMODE FILTER SECTION PADS 2x4 WOOD SUPPORTS WATER HEATER FIN. FLOOR n A D J. a9. CONDENSATE DRAT 14--� BY PLUMBER TYPICAL AIR HANDLING UNIT DETAIL BOLT C DENSING UNIT TO SUPPOR S TO WITHSTAND % 150 M.P. HURRICANE f FORCE INDS ISOMODE PADS C EOSOTE TREATED W OD SLEEPERS FINISHED ROOF P TCH PAN CONDENSING UNIT DEAIL N.T.S AIR CONDITIONING NOTE;- 1 - A UCUN7 kACT uR SHALL: _... _ A) VEaIFY ALL SPACE. CONDITIC S AND DIMENSIONS AT CH SITE PRIOR TO FABR CATICN OF DUCT- WDRK AND TNSTAI_,I,ATION OF zQUIPMENT, B) CUURDINATE WORK WITH OTHEt TRADE-"- C) DO ALL WORK IN ACCORDANCE WITH .".TATE AN LOCAL. _ODES. D) DO ALI, WORK IN ACCORDANCE W T^ H ',A'TF ST A_;HRAF. GUIDE.' ANi SMACNA STANDAPD . I i E) PAY FOR ALL PERMITS, FEE.:,, INSPECTICNS AND TESTING. F) ADJUST AND BALANCE DIFFUS.RE; IN ACCORDANCE WITH aIUANTITTF:," ::.MOWN JP, :'iAN :I'BN:III1 .SH(,F DaAWTNGS TGl E GINEE.t FC, APF-�UVAL, SUARANTEEi A) ALL, E-lUli'MDNT AND MATr;�I' L.: SHAI:. BE GUARANTEED FOR ONE YEA�t AFTER DATE OF I ACCEPTANCE. AI.I ''OMPRESSORJ SHA.l. CARRY STANDARD FAI:TG"tY YEAR GUARANT"F.. B) P:3UVIDE 90 DAY FREE SERVICE', 3 ALC DUCTIN ORK1 SHALL BE CONSTiI.ICTEL i,F ;" THICK STANDARD DUTY FIBERGLASS BOA:tD FLAMEFRUOF EINFCRCED ALUMINUM FACED COVEii IN ACCO'?DANCE WITH N.F.P.A, NO. QOA AS MANUFACTURED BY OWENS-COil ING. DUCTWORK SHALL BE FABRICATED AND INSTALLED CCO;�DING WITH MANU- FACTURER'f; IN '"RUCTIC'NS. IN`TALI., AIR VOLUME - EXTRACTORS AT EACH DUO'" TAP. 4­ VENTILATION DUi;TWO_RK; JHA1,1. Bf: bN_iTEAi V P NI"LE' �HFFT METAL. 20x(0SR(22A(0SR) 375 d (42S It) r DINING I(0x8 (18xS) -_..i 1= 20x8 (24x8) ct !► �T i I -- I j I , 10 C Sx8 CG- 2W 1 1 1(jJ j 125¢(1752i fIf - I i� KITCHEN up -�.. � L RuN I!J A JOIST I� I � SPACE 10 A 41 SR\\ 1754 075¢) I RE FRIi:EkANT� LINES UP 714PU PARTITION TO 311 ¢ PUN H°OF IQ JOIST 5PACE _ ' i BEDROOM jI SHEET METAL I{ PLEWUM PROVIDE SLEEVE IN P.SCAM FLOOR PLAN UNIT. CIA 11 it Bit . REVERSED r'I E TONE MODEL 0332, 80 CFM dP 0.1 " SP, 120 VOLTS CAP 12xccSR 04x(&sQ) 2004 (26011 BATH All' REFRIGERANT LINES UP THRU PAWTITION TO ROOF 3114 - RUN IN U01 ST SPADE WALL CA EF• 1 /FL LIVING 12x(a 5R(14x6SIR) i 200 4 (22 F. d ) I % i 12 x 8 C 14AE3') 12x(� SR J 17S (200 i 1—I(OA&(lax a) ;.�2ox$(24xP; UP I 10 IOx(A SR i 125� 075d)I I DINING 8 x (a C UN iN JOIST SPACE BEDROOM SWEET METAL Bx $ GG ' 2vJ 01 PLENUM --- — --- — 1'2 S 4- (1-I 5 ,0 PROVIC?E I.. SEAM" IN I I KITCHEN I n -1 4 4 r FLOOR PLAN UNIT - "C" It Dtt - REVERSED SAND DOLLAR VILLAS HUTCHINSON ISLAND, FLORIDA SCALE: 1/411 _ 11 -p0" APPROVEDS. DRAWN By J. D. DATE: B - 17 - 7 O . M REVISED C TEMPCO A/C a HEATING 35 �' 1954 NE 151 STREET N.M.B., FLORIDA 33162 ♦ DRAWING NUM BER N. (/ lJ 3aaw ) 94�-4 4- A C— I OF I 24X3E PRINTED ON NO 1000H ^LEARPRINT