Loading...
6850 SW 67 ST GREEN MISC-012 BEAM CH � EDULE COLUMN SCHEDULE STRUCTURAL NOTES: ------------ --- REINFORCEMENT STIRRUPS - REINFORCEMENT_ MA �K ELEV. R1,11 . REMARKS. MARK ' S1ZIE OT. TOP REMARKS CONCRETE: C E I NCI. PA ING EAC ENb VERTICALS OR BASE TIES OR C tI R AP Ig Concrete strength at 38 days.. # � Slabs on ii l:--- -_ --MO Psi. it �+ , �,'� �, ,� ; Ism All other`concrete. 3400 Psi.' �.�- 3` &K 12 Z � � �j► ' ©;� I 3 !Ai sa OG 1 c I 3 a ?C I+o L�. Ga .{ o C G Cover. I�- t te s x x� 7 2 5 �Z Ior.w, 1� 0 8 a�: t I r7 x I G Concrete deposited age:nst ground:-7-3" f.'.E�.S 4-{+y A ,. �1 '1i� : 'Z a +`Lea' �,�5 Cjv ay �, �r � 1�;a.(,.. G' III Formed concrete in contact w/ground. 2 f%�- 6 i-4 oil S X 'L r� Beams & Golumns:---------------------1-1/2" Slabs• i I W. C X `fq "�: + I'�a f, . _IG✓ A, t ,e,� tx , 2� 7 5 I G • c+l Vapor Barriers, Le P" G l A.15-4r—,vor-A. G.�Ia VOOA l Lo. Waterproof membranes (overlapped 6') w/ a permeance of less than .3 Peres in accordance v/ASTM E-96 and r _ e all interior Blahs on Q b ( +II- IL1� S.x 2e 7 5 i 5 fill. . ' ;C°. , �A4 TG X �k 2 # l 'Z 3 .� . '� 4 s r5 _2 —�_ Finishing. 2 �j' {-1J I X 2,, b �! + �, PA, ..a 4 L.I T� 0 1 "� C P , o x. I 'Z x i s 7 , �. 5 rG � 1 a C__ See Architectural drawings for requirements. '� A- I'I fl rsa x 2�h � "Z 4 7 Q# c> '�, y �+ � 4 r ?:a� � u i ° �' 6 5 �-161-11 tl S >< 2 t Q I IT �. �S o! `7 2� 3 4 C: tp t'�p•L G SLABS ON FILL:(Confarming w! ACl-302) Joints. lt Imo- T lax 3 3 4 S a, �'/ .I ca-I. ter N Cho:i- r� A41. 1-112" deep power sawed joints (must be saw cut within o 24 Hours,of concreting). X 3 e, #a, Pao— 1 .�•. (Fa rr v� Act{,) „ Vapor Barriers. � .,. ___..w_-. .._ -- Waterproof membranes (overlapped 6") w/ a permeance of less _ — --than .3 Perms in accordance w/ASTM E-96 under all interior Blahs on fill. Finishing. See Architectural drawings for requirements. REINFORCING STEEL:(Conforming.to ACi-315)• Reinforcing bars. Conforming to A5TM A-615 Grade 60, including col.& beams ties, Welded Wire Fabric. 025 L-0 COLUMN Conforming to ASTM A-185 and supported on slab bolsters spaced OR CANTILEVER"L• " (L-19 10.203 L-2) at 3'-0" on center, � ` WHICHEVER IS GREATER 11�ER S GREATER � L0-28(L-2), ' 1 A EVER TOP.BARS CONTINUOUS TOP BARS «C"8Al�S °'E"BAR OVER OrR SURPORT; MASONRY WALLS: FOOTING S Bearing walls shown .thus.'------- in plan shall.be erected prior LEFT OR RIGHT TQ 90'HOOKS to the structure above.being poured. - REINFORCEME T Non-Bearing walls Shawn thus -------- in plan shall be .erected MARK SIZE N REMARKS after:concrete structure ahoye being poured, � -: • LON G. TRANS. TTO ' �. �. - I 6� Yc, f 5 Mortar. BQ M .BARS. CONTINUOUS � F ( � 2 L .:BARS Conforming to ASTM C-270► Type M (2500 Psi). EMBED 12 BAR DIAM EMBED 12 BAR DIAM. 0 2� X 12 G 3G ..LEI n 'L�1 �j 5 �{' CANTILEVER "l." "L-2" Concrete Lintels (Optional). , Openings to 41. B°x4" w/215 0 (� 3G+ Sou n �I " Openings to 8': 8%8° w/215 top & bottom. SOIL cnrlFtic7laN: TY PICAL BAR` DIAGRAM - N.T.S. GF moo =vls K.-3- : 12 4 S �. S Fill and back1111 shall be compacted to a minimun of 93% the NOTE - maxieun density at optimun moisture as determined by the WHERE NECESSARY CONT.TOP BARS SHALL E G�- ;: a -G K -61 ��L S 5 Standard Proctor Test. LAPPED 24 BAR QIAM.INMIDDLE 1/3F SPAR; op { -041 1, I. COORDINATION: �1+- �0 5 X �-d Y. 5 5 5 Coordinate all dimensions ,elevations & openings With Architectural,Electrical & Mechanical drawings. Rgport any discrepancies to our office. APPROVALS: n Submit Shop Drawings for the following items. 1,-Roof- Trusses. ' 2.-Reinforcing Steel. Submit laboratory Reports for the followings items. I.-Soil Compaction. 2•-Concrete Strength, SHOP DRAg1N6S Sl1BMITALSt GALVANIZED STEEL 1-1/2' PEEP PLASTIC JOINT FORMER Sublrit one sepia and one blue print of all shop drawings KEY rOR 1/8" X 1-1/2" DEEP SAW CUT required in the 'APPROVALS` section above. If signed and sealed : . . - - - - _ shop drawings are required them submit two additional signed and ZE 'sealed blueprints for approval. _. 1 Any shop drawing required to be signed and sealed that is - CONC,COLUMN POLYURETHANE VAPOR BARRIER (SEE SCHEDULE) subsited without the signature and seal of a Florida Registered CONSTRUCTION JOINT Protesional'Engineer will not receive final approval. N.T.S. CONTROL JOINTS PROVIDE DOWELS s As per F5 471 the following item must be submitted with signed ` .�/STD, HOOKS ° and sealed shop drawings: M.T.S. MOL,UMN SIZE)—,. CONC. BEAM I.- Root Trusses. \ a u, \� o (SEE SCHEDULE) ONNER,ARCHITEC L CONTRACTOR NOTE: Chr:Etiihq of shop drawings and inspection of the reinforcement in the f1old are required if the designer engineer is to be held rest6fr§ibill f6r the Structural adequacy of the building. TIMBERr SAFETY, OSHA AND LABOR LAW: Alf rdfief4 to lI a oin. stress o r a cad � rr F' 1 to �, ri 1. I g F �. � f'� Safety and compliance with OSHA and Labor laws is the absolute Ali tdd( ItRAft§ to he secured to tie bliss or other structurai responsability of the General Contractor and thosq Consultants DOUBLE W W elawsof with hurricane straps v BLE .F. p he hires to address these matters, x_ x t2• X_ . . All uuad emits 4oMawe a srlM. stress grade of F"t= 400 Psi. The Structural Engineer of Record does not passes or presume to x —.x . . . . . . . . . . ... . TRANSFER GIRDER DETAIL . . � posses any knowledge or expertise in matter relatipg to Job � . , LIVE 11,69 if s * 81 # 5 CONT. N.T.S: Safety �05HA or Labor Law requirements for a construction R0'b1rr,' v PSF: project, 2 # 5 CONT. 16" FLOORf d PST: the gifuctural Engineer of Record specializes in structural. _ design duly and the hoard of Profesional Regulation forbids him TYPICAL THICKENED SLAB' EDGE DETAIL SOIL BEARII>IG from a5stlfafng responsability in any area outside of his area of —� Fodu ngs.have,been designed for m bh01hy tapatify of 2000hssf e�pertine. j� Bottom of footing td beds f!n If Itnik if lntnds TYPICAL THICKENED SLAB DETAIL T.T.S. APPROVED WITH SHORIN6 AND II 1110k1ii01 1PPLICABLE Obbi &'� ;T ,M' engineer of record has strived to meet a13 N.T.S. vl � I I Althoagh the tl tg - �� a t'$;F '�I 5a;_.a f�.;.$.'ta 9��. p All ghdring and reshoring required. in this project is to be 0011110111110 code and local ordinance r�.uiremeots the {@7F y1...Et�+ �T;:i.7 � , , . t ...... yg,,� '1p� p�j�al "PTO designed by a Florida Registered Professional Engineer who is 9011 responsible for complying with all applicable�codes cand EaW fr d n.MiTAL t IL i�cu' d @eat %*t*t Lu fiiB 6"�@I@P66 1�.r�la �.8r specialli" in 10FOVOrk design and who has been hired by the local ordinances in the event of conflict or oversight in these g Shoring Engineer in to supervise all drawings ,the contractor Bust inmediately notify the — ----- Ge'Heral Gdntractor. ATE CHAIRMAN Shoring and re>ghorin inatallntions`and shall certify to the archtitec/engineer of any conflict or discrepancy encountered The nor AL L Engineer of Record their adequa(y prior to any slab pour. P y ountered so CONDITIE)INS S AIND!ATORY that apprapiate remedies may be undertaken. ' _. BEFORE FINAL INSPECTION. �.s�tt�aaa��r���•.fA e�.a ti.t y� � •�� �%!� ...® �.,� i.i✓ 6,....f � ' b°'�� �!�f°w,�. �kA�J � I °t✓ �F"" f ++ APPROVED BY: r p I�R SCALE: rtT S DRAWN BY `` DATE: i l REVISED oa � z9 � i f\ �? d .....Nt°t® DRAWING NUMBER 24 9t'36 PRINTED ON NO.10008 CLEARPRINT a - - I