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HomeMy WebLinkAboutREVISION1 #51N 3000 PSI GROUT FILLED CELL. PROVIDED CLEANOUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK REINF. BAR 12" AT TOP AND BOTTOM FILLED CELLS AT ALL CORNERS AND AT SPECIFIED SPACING AS INDICATED ON PLANS AND ENGINEERING. #5 STARTER BARS ALL SPLICES SHALL BE A MIN, 48 BAR DIAMETERS - 8%8%16" CONCRETE MASONRY UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORC. EVERY OTHER COURSE WALL CONCRETE FOOTING — (REFER TO FOOTING SCHEDULE) SCALE: 3/4"=1'-0" 1 #5 IN 3000 PSI GROUT FILLED CELL. PROVIDED CLEANOUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK REINF. BAR 12" AT TOP AND BOTTOM FILLED CELLS AT ALL CORNERS AND AT SPECIFIED SPACING AS INDICATED ON PLANS AND ENGINEERING. #5 STARTER BARS ALL SPLICES SHALL BE A MIN. 48 BAR DIAMETERS 8"x8"x16" CONCRETE MASONRY UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORC. EVERY OTHER COURSE FIN. FLOOR EL. -0'-0" 6"thk. CONCRETE SLAB WITH DOUBLE LAYER 6" x6" - 1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN, WELL COMPACTED FILL. FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. SLAB SHALL BE Fc = 4,000 PSI. 3" CLEAR SPACING FROM BOTTOM OF SLAB (TYP.) I CN COMPACTEE FILL PROVIDE V POR 3 05 1/2" EXPANSION JOINT 6"thk. CONCRETE SLAB WITH DOUBLE LAYER 6%6" - 1.40.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN, WELL COMPACTED FILL. FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. SLAB SHALL BE Fc = 4,000 PSI. 3" CLEAR SPACING FROM BOTTOM OF SLAB (TYP.) PROVIDE BARRIER INTERIOR WALL FOOTING SCALE: 3/4"=1'-0" 8 #EVERT. REINF #3 ®7" o. 6"thk. CONCRETE SLAB WITH DOUBLE 6%6" - 1.40.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN, WELL COMPACTED FILL. FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. SLAB SHALL BE Fc = 4,000 PSI. ---, 3" CLEAR SPACING 1/2" EXPANSION JOINT mr\ELEV. +29.00' PROVIDE VAPOR BARRIER 12'-0" FILL PAD FOOTING -PEDESTAL CONNECTION SCALE: 3/4"=1'-0" 14%20%42" PEDESTAL (REFER TO PEDESTAL SCHEDULE FOR SIZE AND REINF.) P1 to STD. 90� HOOK COLUMN SIZE, REINF'G, & CONC. STRENGTH AS NOTED a IN COLUMN SCHEDULE - o FOR COL. TIES, SEE TYPICAL o Q COLUMN DETAILS. n cc % __ x x x I _ x x R x o U Q ��IC 11 I i7 rn J l FOOTING SIZE & STD. 90 ° HOOK REINF'G, AS SCHEDULED. 61 2" TYPICAL CONCRETE COLUMN _& FOOTING DETAIL N.T.S. 2'-0" P-2 PROVID VAPOR BARRIE COMPA TED FILL PAD F OTING REFER TO FOOTING SCHEDULE OR SI E AND REINF) (17=1 AND F-2) 12" 24" 00 • C-1 C-2 8 )7 N 00 12„ C-3 7/8" DIA. HOLE FOR 3/4" DIA. HILT KWIK BOLT II (TYP.) TOP OF SLAB FI FV_ _ —0'- FOOTING SCHEDULE MARK SIZE REINFORCEMENT REMARKS WF-36 36%16" 4 #5 T. AND B. CONT. WALL FOOTING #30 ®12 c/c 19 #7 BOTT. SHORT WAY F-1 16'x12'x30" 13 #7 BOTT. LONG WAY T. AND B. PAD FOOTING 6 #7 BOTT. SHORT WAY F-2 8'x6.5'x24" 5 #7 BOTT. LONG WAY T. AND B. PAD FOOTING F-3 16'x9'x24" 19 9 #6 #6 BOTT. BOTT. SHORT WAY LONG WAY T. AND B. PAD FOOTING 1 #6 BOTT. SHORT WAY — 1 .25x6 4 P I F-5 5-6 X 5 —6 X 6 #5 EACH WAY 6 #7 T&B PAD FOOTING TOP ELEV. 1'-8" 24„ (+29.33') F-5A 6'-6' X 6 —6 X 7 #5 EACH WAY 6 #7 T&B PAD FOOTING TOP ELEV. 1'-8" 24" (+29.33') — 2'x2'xl6" 3 #5 BOTT. Y LONG WAY T. AND B. A F-7 12'x4'x16" 16 #6 BOTT. SHORT WAY PAD FOOTING 5 #6 BOTT. LONG WAY T. AND B. 5 #5 BOTT. SHORT WAY F-8 3.5'x3.5'x18" 5 #5 BOTT. LONG WAY T. AND B.-7 PAD FOOTING PEDESTAL SCHEDULE MARK SIZE REINFORCEMENT REMARKS VERTICAL TIES 20%14" (fX#6 #30 ® c c. A D 3#3 ©C�4" A TOP P2 24%20" 0 8 C/fC.CONT. W/ #30 #30 ® 8" c/c. BELOW 3©(UN'CH,TSEEPSECTION& 24"x24" — — E ES P CONCRETE COLUMN P4 21.5"x21.5" 12 #6 #30 0 8" c/c. ADD 3#3 0 04" AT TOP P5 12%14 1/2" 6 #6 #30 ®8° c/c. ADD 3#3 0 @4" AT TOP 10"x10" 4 #6 #30 0 8" c/c. ADD 3#30 04" AT TOP t x17 8 #6 #30 0 8" c/c. ADD 3#30 04" AT TOP 27.5"x31.5" 12 #6 #30 0 8" c/c. ADD 3#3 0 04" AT TOP COLUMN SCHEDULE MARK SIZE REINFORCEMENT REMARKS VERTICAL TIES C— 8"x12" 4 #5 #30 ® 8" c/c. CONCRETE COLUMN FROM FOOTING TO TIE BEAM AND HOOK INTO TIE BEAM W/ STANDARD ACI. HOOK. (CLEAR COVER FOR REINF.= 1 1/2") — 8%24" 6 #5 #30 ® 8" c/c. — 8"x12%20" 7 #5 #30 ® 8" c/c. FOOTING SUBGRADE PREPARATION (AS PER A.M ENGINEERING AND TESTING). !� IF WATER AND WETNESS PREVENTS COMPACTION, No. 57 STONE OR EQUIVALENT ROCK FI CAN BE PLACED TO ACHIEVE FINAL GRADE. THE ROCK FILL SHOULD BE TAMPED OR SEATED INTO THE EXCAVATION. DENSITY TESTING IS NOT REQUIRED ON ROCK FILL BUT THE EXCAVATION AND PLACEMENT MUST BE INSPECTED AND VERIFIED BY REPRESENTATIVE AND THE FILL TESTED WIHT PROBE RODS. OF A.M ENGINEER) G % T TI G, • A.M. ENGINEERING SHOULD REVIEW THESE FOUNDATION PLANS FOR APPROVAL. I� SECOND POUR EL w i Mp o 0 CLEAR (TYP.) i i,\ UNDATION PLAN /��%FOR SIOZT & REINFORCEMENTS. L 4'-6" L PAD FOOTING -STEEL COLUMN CONNECTION 5 SCALE: 3/4"—F-0" 1 05 4%4"x1" STL. COL. FILLED W / CONC.(3000 PSI) PROVIDE 1/4" PRESSURE RELEIF HOLES AS SHOWN. —� OUTLINE Co FOOTING > 3/4" BASE w/ (4) -3/4-" ANCHOR BOLTS MIN. 4 3/4" EMBED. 4„ SHOP WELD kTH ♦ ♦ A/VD ZANS ANC) qCC P pop "EQ♦ ♦ W E ONCOSED wHASNyECCoMPCy IpS®RRCCTI0 wlTy ACC C I HERD CESSAP �SrT AT CC CODES. BASE 13LATE NOTE: THESE FOUNDATION IS BASED ON LOADS PROVIDED BY ALLIED STEEL BLDG. SHOP DRAWINGS — THE ENG. OF RECORD REVISE AND APPROVE THESE SHOP DRAWINGS THEY ARE ACCORDING TO F.B.C. 2004 AND ASCE 7-02. D*N*B Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www.dnbdesigngroup.com ALLIED NEW TECHNOLOGIES PLANT "MAIN BUILDING" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. 3901 NW 115th AVE DORAL FL33178 305,M.2623 DNB PROJECT NUMBER 07-120a OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF ROCS: CONSTRUCTION DOCUMENTS DRAWN BY. APPROVED BY: A.7 F.D. DATE: SCALE: 02/2M AS SHOWN CONSULTANTS: #'its,>`�` a ' \\\mil y'•1/ Adolfo J. Gonzalez, P.E. SrAIEOFFLORDASIWCrUMLIBMEER Na88820 2=0xd WRr. &ft40D "ni, FW kI183118 PIn,K (908)8688 FwCM856-M SEAL/SIGNATURE This drawing is the property of DNB Design Group and Is not to be reproduced or copied in whole or part. R B not to be used on any other project and Is to be returned on request. COPYRGHT02M6 SHEET TITLE :\A6 SHEET NUMBER 1 05a