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BASE RAIL ANCHORAGE OPTIONS <br /> INSTALL 1/2'x 6'EXPANSION ANCHOR <br /> THRWGFIBASE RAIL WITHIN 6'OF EACH <br /> RAFfER POST ALONG SIDES <br /> INSTALL 12'z fi'EXPANSION ANCHOR <br /> THRWGH BASE RAIL WIiHIN 6'OF EACH <br /> RAFTER POST ALONG SIDES <br /> MINIMUM 2-1/4'EMBEDMENT <br /> MMIMUM 1-1M'EMBEDMENT <br /> ��Z, rf � � <br /> � <br /> MONOLRHIC CONG FOOTING(1500 PSf MIN.) <br /> CONTYJU W S 4'CONCRETE PAVEMEM <br /> REINFORCED WITH 4 q5's CONTMlUW S <br /> �� CONCRETE MONO. SLAB BASE RAIL ANCHORAGE �p� CONCRETE SLAB BASE RAIL ANCHORAGE <br /> `�M Not To Scak `�� Not To Scale (OPTIONAL-OVEN CARPORTS ONLI� <br /> CONCRETE. <br /> Concrete Shall Have a Minimum Specified Compressive Strength oi 2500 PSI at 28 Days. <br /> r wasri�s <br /> COVER OVER REINFORCING STEEL rs cor+nNUOUS ease ani� <br /> For foundadons,minimum concrete cover over reinfordng bars shaN be: <br /> 3 inches in foundafions where the concrele is cast against and pertnanently in contad with the earth a exposed to the earth TOP OF ASPHA�T PAVEMENT <br /> or wealher,and 1-1/2 inches elsewhere. Reinfordng bars embedded in grouted ceps shall have a minimum dear distance of OR GROl1ND SURFACE DRILL SJB'HOLE THRWGH THE <br /> 1/4 inch for fine grout or 1/2 inch for coarse grout between reinforcing bars and any face of a cell.Reiniordng bars used in BASE RNL AND SECURE TO <br /> mason walls shall have a mason cover mdudin ANCMOR EVE WITH 12'DIAMETER <br /> ry ry (' g grout)ot not less than 2 inches for masonry units wRh face exposed to THROUGH BOLT <br /> earth or weather 1-1l2 inches for masonry uniGS not exposed to eaM or weather. <br /> REINFORCING STEEL. <br /> The reinforcing steel shall be minimum Grade 40. EyE a�cHqt <br /> 5l8'R00 30'LONG <br /> GALVANIZATION: vnn+oa�a•HEtix <br /> (SEE NOTE 4,PAGE 1,FOR <br /> Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized in SPACING REOUIREMENTS) <br /> accordance with ASTM A 153,Class B-2.Metal plate conneclors,screws,bolts and nails exposed directly to the weather <br /> shaA be slainless steel or hot dipped galvan¢ed. <br /> REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: <br /> 1. All reinforcement is bent cold; <br /> 2. The diameler of ihe bend,measured on the inside of the bar,is not less ihan six-bar diamelers;and <br /> 3. ReinforcemenipartiaNyembeddedinconcreteshallnotbefieldbent. �^� GROUN�BAS`E��L ANL`H0�/�1�]'E <br /> EXCEPTION: J V No�To Scale (CAN BE USED fOR ASPFIALT) <br /> Where bending is necessary to align dowel bars with a vertcal cell,bars partiapy embedded in concrete shall be <br /> permitted to be bant at a slope of not more than 1 inch oi horizonfal displacement to 6 inches o(vertical bar lengih. <br /> ��\111 I I I 11//�� <br /> ����\�N$ECh�O�����i <br /> � <br /> BECHTA�.` � ERIN�ND TE�TINC�INC. <br /> 605 WES� 1 AVENy�" a / <br /> DELAND,7lO �3272�yp � � <br /> Certificat ' nT]'o,5q� � � <br /> / , � <br /> � <br /> .� � ,y♦ <br /> � S �'� <br /> Thomas Bec�P.E. f' `�� <br /> Florida Licen jl�r � <br /> /,� �`\ <br /> BECHTOL ENG/NEER/NG <br /> ANDTEST/NG� ;n�. J&B BUILDING SERVICES, INC. <br /> CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS <br /> CerlHicate of Authorizadon No.5492 <br /> FIELD: CHECKED: II'] DATE: 8-15_A2 PRO�.NO. G10132 <br /> Jr � <br /> o�WN: RR APPROVED: 'r� S�^�E NOTED SHEET 4 OF 11 <br />