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110 FT HARRISON AVE SGeneral Notes gwb gypsum wall board cmu concrete masonry unit hr hour hin hollow metal pip poured in place nts not to scale eps expanded polystyrene cont continuous psi pounds per sqaure inch cane concrete v N�43s�-- 1 Scale: N.T.S. Drawing Index 0 Ciard-en Fence Foro 0 0 3vter I L aii C �I LI C Peace pites A-6- .-,I A " 0 C-..earwater9 d a t e 03.04.03 )Z� a Cry 4 2003 LIJ a m. > t C W 0 Z z 0 A I U) 06 W Co f- , C0!Y - Co Wr IL X C) W -i I (-) < CV) z fr LL C)W 0 a 2U- W2 CL 9 Q Ui <(-) IM-1 01: < QW - N )Z� a Cry PIERCE STREET 30' wide asph road S 0 ite Plan (With Foundations) z z 0 CL cn < �— In 0 Lj- 0 US General Notes Remarks 1. --- BRIM mo A2 OF 5 I DY VLANNINGDEPT. NOTE IDAT 314" x 314" x 1/8" wall thickness aluminum pickets. 6" o.c. Color — black. Rme B Powder coated alummu HYLAR Series 2000 P Powder Coating. Add Alternat Anodized Aluminum 2. Section II° Scale: I,"=I"-0" 'I E, cl-ry 1W lu W-- A3 OF 5 LU 11M����� MISCELLANEOUS ® APPMCABLE BUlLDrNC m! FLORIDA BUILDING . CAST IN PLACE CONCRETE 1. CONCRETE TO BE NORMAL r r COMPRESSIVE DAYS. ► t SLAB —ON r RAD SLAB 3000 PSI 2. ALL HATERLILS' AND WORKMANSHIP SHALL BE IN ACCORDANCE THE rr° FLORIDA BUILDING at 3. COORDIX47E ALL DrMENSIONS - D ELEVATIONS 171TH VARIOUS TRADES. tip DRAWINGS. 4. CONTACT ARCHITECT WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON r., 5. SUBMIT REVIEW TIME AFTER RECEIPT OF :, SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL, CONTRACTOR AND SIGNEDISEALED BY THE SPECIALTY j' 5 r SUBMIT 3 COPIES OF ALL SHOP tea . r? CONTRACTOR RELIEVED FROM RESPONSIBILITY ` ERRORS OR OMISSIONS IN SHOP DRAWINGS OR Mff DESIGNS BY THE 7. G' REVIEW v'sr, r� 1. L SIDES OF BE ' ,' , ! IF THE EXCAVATION CAN BE KEPT VWRTIC4L� CLE t STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED. i r , CONCRETE r : PER t , a PORTLAND CEMENT — s, C 150 6) AGGREGATES — ASTH C33 (314- MAX.) c) NO CALCIUM CHLORIDE r AIR ENTRAINING ASTH C260 r 17ATER REDUCING •- .'.: CLASS F (25% RAXIMUff BY WEIGHT) 17ATER CLEAN AND POTABLE REINFORCING GRADE ,t. REQUIRED SLUHP RANGE = 3w TO WELDED WIRE FABRIC. ASTH A-185. ROLLS. r; r " t r r r li A4 OF 5 PIERCE STREET 30' wide asph road Ian (With Foundations) L—i--j L-D z L-Lj z 0 LL- 0 cj"-) ve -J U 0) y AS OF 5