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00-1316-008 GENERAL NOTES D NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DI MENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN 1. THE EXISTING BUILDING GEOMETRY AND CONDITIONS HAVE BEEN BASED APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE BY THE ON THE ORIGINAL DESIGN DRAWINGS BY ALFRED BROWINING PARKER, ANDERSEPECIFICATI NS�REMAIN�THIEN PROP RTYWINOF ARCHITECT. IT IS ASSUMED THAT THE DRAWINGS ACCURATELY MORRISON HERSHFIELD CORPORATION. NEITHER REPERESENT THE STRUCTURE, THE GENERAL CONTRACTOR SHALL MORRISON HERSHFIELD NOR THE ARCHITECT WILL NOTIFY THE ENGINEER OF ANY DISCREPENCIES BETWEEN THE BE PROVIDING CONSTRUCTION REVIEW of THIS PROJECT. STRUCTRUAL DRAWINGS AND THE EXISTING BUILDING. 2. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. G E 31 IV y SOUTH FLORIDA BUILDING CODE 1994 SIG OA S I EXISTING STRUCTURE DEAD LOADS: 3/4 PLYWOOD 2X8 @ 16" O.C. 5/8 DRYWALL N 6 1/2 BATT INSULATION > TOTAL DEAD LOAD 9.0 PSF I. o Ld LIVE LOAD 30 PSF I r WIND ON ROOF -99-99 PSF I �_`% ••` N �•' �v�////r ON WALLS -69 PSF v�' L -- - -- -- -- -- -- -- -- ---- ---- - : CONCRETE 28 DAYS): SLAB-ON-GRADE 3000 PSI r '• `O .• ost p ALL OTHER CONCRETE 3000 PSI / rrI 0©h• °•°°°°°'•jj q".: r •• v L �. REINFORCING STEEL A615 (GRADE 60) ('+ DEFORMED BAR ANCHOR (DBA) A496 V h oo n Hong,T' `����� `I WELDED WIRE FABRIC A185 I Professional Engineer CONCRETE I State of Florida 1, ALL CONCRETE WORK SHALL CONFORM T ACI 318-95, BUILDING CODE I NO. 49812 REQUIREMENTS FOR REINFORCED CONCRET T T PROJECT o SPECIFICATIONS. 2. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF `r CONCRETE IN ACCORDANCE WITH ACI 211, " PROPORTIONING CONCRETE I 7 MIXTURES ", AND ACI 301, " SPECIFICATIONS FOR STRUCTURAL CONCRETE. L- -- -- -- - -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - 3. READY-MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED. Ns 6 4. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM 5 SLUMP OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. 5. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB 4 SITE. 1 SEE S1.4 FOR MONOPOLE 3 06/22/01 ISSUED FOR CONSTRUCTION 6. DO NOT USE CHLORIDE-CONTAINING ADMIXTURES. S1.1 FOUNDATION 7. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. 2 05/21/01 SLAB REVISION 8. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING 25'-O" CLEAR CONCRETE COVER: 1 03/30/01 REVISED COVER, SEE DETAIL "A" INCHES CONCRETE CAST AGAINST AND ON S1.3 A 06/12/00 ISSUED FOR REVIEW PERMANENTLY EXPOSED TO EARTH 3 No. Date Action CONCRETE EXPOSED TO EARTH OR WEATHER: 0 n #6 THROUGH #18 BARS 2 r�}. NORTH #5 BAR OR SMALLER 1 1/2 Pal Lial Foundation Plan angu CONCRETE NOT EXPOSED TO WEATHER WIRELESS OR IN CONTACT WITH GROUND: SCALE: 3/8" = 1'-0" SLABS AND WALLS #14 AND #18 BARS 1 1/2 #11 BAR AND SMALLER 1 M 0 R R I S 0 N COLUMNS HERSHFIELD PRIMARY REINFORCEMENT, EXISTING 4X12 3730 Chamblee Tucker Rd. Atlanta,j GA. 30341 TIES, STIRRUPS, SPIRALS 1 1/2 LAMINATE COLUMN Tel: (770) 939 2370 Fax: 770 9349476 I 9. UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 40" LONG #4 DOWELS 12'-7 1/2" 4'-10" INCHES FOR ALL REINFORCED CONCRETE SLABS. 0 24" INTERVALS FIELD VERIFY 1 NEW 6 THK. INTERIOR 10. PROVIDE CHAMFERS, REVEALS, REGLETS, RECESSES AND THE LIKE AS EXISTING CONCRETE SLAB CONC. SLAB SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. NEW 4" THK. EXTERIOR WELDED WIRE FABRIC (9) #5 CONT. (TYP.) CONC. SLAB #5 CONT. 11. PROVIDE 3/4 INCH CHAMFER AT EXPOSED FORMED EDGES AND CORNERS. 6X6-W2-9 X W2-9 WELDED WIRE FABRIC 12. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK #5 CONT. (TYP.) 6X6-W2-9 X W2-9 OTHER THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT 1 -6 MIN. THE APPROVAL OF THE STRUCTURAL ENGINEER. 13. PROVIDE CAST-IN-PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL _ Project: d ` • 4 FHGO CELL SITE DIVISIONS INCLUDING BUT NOT LIMITED T0: EQUIPMENT BASES, X X X X , X X X d X X 4 d HOUSEKEEPING PADS, CURBS, PITS, UNDERGROUND DUCTBANKS. , . k X X X X X, X a' - d ° a x - HOPE LUTHERAN CHURCH 14. ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A. r a a 8330 BIRD ROAD d a a d • 4 f` - MIAMI, FLORIDA cc WOOD d ' d•• 4 I 1, WOOD DESIGN SHALL CONFORM TO THE REQUIREMENTS OF THE NATURAL 6 MIL POLYETHLENE 1'-0" 4 • , d d Drawing Titles DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND THE AITC TIMBER _ FOUNDATION CONSTRUCTION MANUAL. ALL LUMBER SHALL BE SURFACED DRY, USED VAPOR PROTECTION a 6 MIL POLYETHLENE AT 19% MAX. MOSITURE. d © adO O O• .O O O O _ VAPOR PROTECTION 8" 2. STUDS (LOAD BEARING) SOUTHERN PINE #2 OR BETTER Fb=1200PSI d vd a ' ' PLAN 3. ALL WOOD EXPOSED TO WEATHER AND IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED. 3" 3" 95% DENSITY COMPACTED AND CLEAN FILL 2000 PSF Scaler Project No, SOIL BEARING CAPACITY As Shown 6003708 Deslgnerl Dates DP 06/22/01 Drawn Bp Checked Byl JC DT 1 SECTION Drawing Files Client Approval S1 .1 SCALE: 1 1/2" = 1'-0" Issue No, Drawing No, I 3 S1 . 14:2,g