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HomeMy WebLinkAboutBUILDING PLAN MAIN BLDGr Iv 1 C / r ° �uT\eN AFC I a 30 x r? l r r � r j � ✓elf � � 1%f� ' .tM y� �� � i. JAMES L. TITZEL, P.E. Consulting Engineer Rm 114 Lakeview Bldg. 513 11.S. Hwy. No. 1 No. PALM BEACH, FLA. 33408 .l� 9 rI ......... I A, 8 T 14 U) A to L, F V L 71' Ppaj, Sw 3 _7._ c. f� 7, ijb ki a k `(,,rl;;J 4 1. 7 IQ--, T Is 'R, C_ U T LIGH-T -_t_PwjF_v_ i 'E Q5 7ck �I _�, V M H 0 0 5 5- PA 9 E t� L RL fV. '!)PEC�F r ATIIIi ON r e r r .1 e: 0 Va "P 0 +a, IA Pi Art,* Servc4 )RI ©. A�A Uvi:�� Pt, BI, 6 �50 II 1-L�z4t")_!`it F'Jel D��-�! 1)olijer�l kpe a T- Tok-A C5 1,0 a , I /b L - a +I V� l( io CJ +v J I iva it, DA 10 L k La'-L 1 Q-0, I' Ck OU ;r 70 Fa vi IiJ 1 5- t _tq_ _T­ J)? �L wO I "J"R z t q'k Ff 1 19 M I jlisFo 5 6 t-k j 3z- 7'Ad j A _-�r T!,Ac L �A( J)pi I A C, � 9. Z I p L I eta `V 00 L N. .0 4AA: tAIf Now ------- - V SI Azp u "r- L.I a 4 : 7. c. Z. 4, kom NO C. Or' T 1� 6L JC. 4 - iiJ tit V DF5,T ADA, ',Ps (/JMVI I -_ — - —_ . I I ! 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COMPLY WI74 THE L-UCAL_ PLUMl c6-Dia# TV FI12E L105E �!/iV2. valvE 125 NOSE 21f2'' �E IN sTAltz. 12coC MANII'oL-p, 2- 211,Z" RDSF YAL1,lS6 U- d y 21j2'" e- 4'' W t_L tl" PM- hA55 FIEF_ PUMP 4i1 81, SAP PQ0TL-c7(0N I21�F-rZ 1DIA4, --_-- w.T s . 4" o.5. 4 Y %-/AL. F 1VTLA..Tl4�) SCALE DRAWN eY REVISED o 1.1po1Y iwn ' l ' I�l_L} M F I L. C=� I `� F 1! consulting engineers 5601 eorporole way DATE APPROVED BY DRAWING NUMBER west palm Leack, f lorJa 33407 TAG. 174, brabham L u h n s debay HOEALBANENE W' 10 5195 M�IfF IN V 4 /. 14<XTMC SL4MY"PY 1.B4 ,� I TO l-IF-f r77A, 0 SLo PE Ye° /FT, 1;iT ... - 2T1 2 — _ N LL PVMF'5 1 I rL"CAT CLG.) , a. - ---- ---- — -.- P -2 2 �J / 4 u 5 raFFSF T W/ 1 4V E 1 3 l 3 J,G, 4' it 1 X/ To 'MALL. I o 1'0 I� I 1 ' I I I I 1 F 4 �ocT r) 411 4' 4M J! Gi 21/24' 2,I I \� �wt,%IE2s-, S0 tl 12 P 3 I , 462 4, l 4,r SH' 4" l InI to F P 3 I II� A7 cLG, F 41 41, r k -p v 4'I STAtJD P I ©� brobkam TUF— A7Lktv7 5 SCALE DRAWN BY kuhns �1, 1 ��- l�o REVISED d e toy a o,oa,a„on PL D M.G3 I N G P Lr �til consulting engineers 56011 corpyrafe way L west pall eaA, fl.,J. 33407 DATE APPROVED BY DRAWING NUMBER K[J Ct�ALSANENEW 105455 .PCMIT6iP $TAH0hRV "NM .A.1 iN It s e G,N—x;RAL NCTES 1. FOUNDATIONS HAVE BEEN DESIGNED FOR MAXIMUM LOAD SOIL BEARING PRESSURE OF 4500 P.S.F. 2. FOUNDATIONS SHALL BEAR ON CLEAN, WELL COMPACTED, NATURAL SOIL FREE FROM ORGANIC MATTER OR ANY OTHER DELETEROIUS MATERIAL. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH WORK. +, ALL STRUCTURAL CONCRETE SHALL CONFORM TO ACI 318-71, AND SHALL ATTAIN A MINIMUM 28 DAY ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P.S.I. 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM DESIGNATION A615-72 GRADE 60. 6. CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWSs A. CONCRETE PLACED DIRECTLY IN CONTACT WITH THE GROUND —3". B. CONCRETE EXPOSED DIRECTLY TO THE WEATHER OR IN CONTACT WITH THE GROUND AFTER REMOVAL OF FORMSs #6 BARS AND LARGER —2", #5 BARS AND SMALLER -11". C. CONCRETE NOT EXPOSED DIRECTLY TO THE GROUND OR WEATHER+ WALLS AND SLABS -3/4", BEAMS AND GIRDERS -1j", RIBBED FLOORS SHALL BE CONSIDERED SLABS. D. ALL OTHERS -11". 7. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI-315)". 8. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM DESIGNATION A 195-72. 9. CONCRETE MASONRY UNITS SHALL BE 2 CELL BLOCK MADE OF PORTLAND CEMENT, WATER AND APPROVED AGGREGATES AND SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS ASTM DESIGNATION C 90-70 WITH MINIMUM COMPRESSIVE STRENGTH OF 1000 P.S.I. 10., MORTAR SHALL BE TYPE M AND SHALL CONFORM TO ASTM DESIGNATION C 90-70. 11. GROUTED CELLS ARE REQUIRED AT ALL DOOR AND WINDOW JAMBS AND NOT MORE THAN 48" C/C MAXIMUM, EACH GROUTED CELL SHALL HAVE 1 #5 VERTICAL. 12. GROUTED CELLS SHALL BE FILLED WITH A "PEA GRAVEL" CONCRETE WITH A MIN- IMUM 28 DAY ULTIMATE COMPRESSIVE STRENGTH OF ;r' P.S.I. THE CELLS SHALL HAVE VERTICAL AGLIGNMENT SUFFICIENT TO MAINTAIN A BLEAR, UN- OBSTRUCTED, CONTINUOUS VERTICAL CELL.. 13. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL GROUTED CELLS AT EACH LIFT. FOR FIELD INSPECTION. OPENINGS SHALL BE COVERED AFTER INSPECTION AND BEFORE GROUTING. 14. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, THE GROUTING SHALL BE STOPPED 1-21" BELOW THE TOP OF THE UPPERMOST UNIT. 15. THIS BUILDING HAS BEEN DESIGNED FOR A EPICORE SLAB SYSTEM. AS SPECIFIED UNDER PRODUCT CONTROL ACCEPTANCE NUMBER 75-127.1Q5. STRUCTURAL PLANS TO BE USED AS "SHDP DRAJINGS" FOR DECK PLACEMENT. NO SUBSTITUTIONS PERMITTED. 16. EPICORE DECK TO BE 22 GAUGE GALVANIZED METAL 'WITH A 40p000 PS.SI. MINIMUM YIELD STRENGTH PLACED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 17. THE TEMPERATURE REINFORCIGN IN ALL EPICORE SLABS SHALL CONSIST OF ONE OF THE FOLLOWING: A. ONE LAYER OF 611 X 61` - #6/#6 WELDED :dIRE FABRIC. B. TWO LAYERS OF 6'I X 6" - #10/#10 JELDED WIRE FABRIC. C. #3 @ 181, PERPENDICULAR TO THE EPICORE SPAN SUPPORTED ON #3 @ 6011 PLACED ON TOP OF THE EPICORE DECK. 18. ROOF SLAB DESIGNED FOR A 30 PSF LIVE LOAD, FLOOR SLAB DESIGNED FOR 40 PSF LIVE LOAD. I Or WWW{{{'FTII�� C' (� • 3 ' =' + v x. L 14,x A, Y, tv;; rA'upC ='ycx�2 + --- 2F T 1 1 d (s1?11 ,a' ^II TG 'JF-i21jOi,� 1'..L 'J1i�t^.-1.:510r! nuo �fiTrr.�, wk O P_pP-Y liXZr �h�X STOLASKI & ASSOCIATES. INC. CONSULTING ENGINEERS 1 1201 S.W. 107TH COURT MIAMI, FLORIDA 33176 13051 2 5 1 - 2 8 6 2 10 �4 &: my6 (a-) COUT y, NCAL[' I ^.v '. Qli APPROVED BY: DRAWN BY-,. �'Up DATE: - 'I& REVISED DRAWING NUMBER 24"a PAINTEO ON NO. IOOOR CLLARPRINT JQ6 NF . 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