Lorini, Buonaiuto , Le fortificationi, old version (312 p.), 1609

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        <body>
          <chap>
            <pb xlink:href="031/01/183.jpg" pagenum="175"/>
            <p type="head">
              <s>Come ſi deuono repedonare, & fortiſicare le muraglie vecchie. </s>
              <s>Cap. IIII.</s>
            </p>
            <p type="main">
              <s>Gia che trattiamo intorno al modo da rimodernare le Fortezze antiche, giudico
                <arrow.to.target n="marg407"/>
                <lb/>
              eſſer neceſsario moſtrare il modo da repedonare, & fortificare le loro muraglie vec­
                <lb/>
              chie, per fuggire la ſpeſa nel disfarle, e poi tornarle a rifare col ſuo terrapieno, pro­
                <lb/>
              ponendo poterci ſeruire de l'opera fatta, ſenza aprire la Fortezza, & aſsicurare eſ­
                <lb/>
              ſa muraglia, come s'ella foſse tutta nuoua, e perche queſte muraglie antiche per l'or
                <lb/>
              dinario ſono ſtate fabricate con poca ſcarpa, & anco con poco fondamento, maſsi­
                <lb/>
              me ſtante la profondità, con che al preſente ſi fanno le foſse: moſtrerò quello, che più volte ho con
                <lb/>
                <figure id="id.031.01.183.1.jpg" xlink:href="031/01/183/1.jpg" number="136"/>
                <lb/>
                <expan abbr="l'eſperiēza">l'eſperienza</expan>
              fatto operare, & ſuà fattura
                <expan abbr="nō">non</expan>
              ſolo facile,
                <lb/>
              ma ancor ſicura nel fare vnire la muraglia vecchia con
                <lb/>
              la nuoua, & con vna ſteſſa potentia
                <expan abbr="ſoſiētare">ſoſientare</expan>
              ogni gran
                <lb/>
              peſo del terrapieno, e per eſs empio dell'opera da fare,
                <lb/>
              ſi moſtra il preſente diſegno, che per AB, ne rappreſen
                <lb/>
              ta la muraglia vecchia da repedonare il ſuo fondamen­
                <lb/>
              to GE, AM, con l'aggiungerui per di fuori
                <expan abbr="tãta">tanta</expan>
              ſcarpa,
                <lb/>
              che la
                <expan abbr="vēga">venga</expan>
              ad aſſicurare, & inſieme
                <expan abbr="cō">com</expan>
              la muraglia vec­
                <lb/>
              chia, a
                <expan abbr="ſultētare">ſultentare</expan>
              ogni graue peſo del terrapieno. </s>
              <s>E per
                <lb/>
              ciò fare ſi douerà per la lunghezza della muraglia da
                <lb/>
              repedonare, fermare tre ſtaggie, con quella ſcarpa, che
                <lb/>
              douerà hauere tutta la muraglia nuoua, cioè vna da
                <lb/>
              ogni teſta, & vna nel mezo, le quali preſupporremo fac
                <lb/>
              cino la ſcarpa HL, & nel dar principio ſi comincierà da
                <lb/>
              vna teſta, & a parte per parte ſi eſſe quirà, per lo ſpatio
                <lb/>
              ſolo d'otto, o di dicci paſſa per volta, & s'anderà puntel
                <lb/>
              lando prima la muraglia vecchia per di fuori con traui
                <lb/>
              tanto lunghi, che le teſte paſſino il mezo della altezza
                <lb/>
              di eſſa muraglia, & l'altra teſta del traue ſi fermi da baſ­
                <lb/>
              ſo tanto lontana dal fondamento, ſi che vi ſi poſſa caua
                <lb/>
              re il fondamento, che farà dibiſogno per la nuoua mu­
                <lb/>
              raglia, cioè più dello ſpatio di FE, & aſſicurato detta
                <lb/>
              muraglia vecchia, ſe le farà cauare eſso
                <expan abbr="fondamēto">fondamento</expan>
              ſot­
                <lb/>
              to per inſino al mezo della ſua groſſezza, che ſarà AC,
                <lb/>
              & in parte che ſi farà queſto cauamento a ogni due paſ
                <lb/>
              ſa per lunghezza, vi ſi fermeranno dentro i puntelli di
                <lb/>
              rouere, come ſi vede peril ſegnato MG,
                <expan abbr="bē">bem</expan>
              fermati al­
                <lb/>
              le ſue teſte
                <expan abbr="cō">com</expan>
              pezzi di tauoloni, & ben calcati con vna
                <lb/>
              mazza di ferro, ſi anderà aſſicurando, tutto lo ſpatio di
                <lb/>
              quella parte del fondamento principiato, & immediate
                <lb/>
              vi ſi farà ſotto la nuoua muraglia EF, tanto larga che vi
                <lb/>
              ſi poſsa laſciare la
                <expan abbr="bãchetta">banchetta</expan>
              FL, alzando la muraglia
                <lb/>
              con la ſua ſcarpa LH, per inſino a O, piano del fonda­
                <lb/>
              mento vecchio AG, & dentro al corpo del muro ſi laſ­
                <lb/>
              ſerano i puntelli MG, e beniſſimo ſerrato ſotto la ſua
                <lb/>
              muraglia nuoua con la vecchia, mettendo poi il ſecon­
                <lb/>
              do puntello NL, con hauer prima per lungezza fatta
                <lb/>
              tagliare in dentro la muraglia vecchia, alla parte di ſo­
                <lb/>
              pra L, almanco vn piede, e queſti coſi fatti puntelli di
                <lb/>
              rouere ſi laſſeranno ſimilmente murati nella groſsezza
                <lb/>
              della muraglia da fare, ſi che immediate ſi aſſicuri l'o­
                <lb/>
              pera conforme alla più o manco debolezza della mura
                <lb/>
              glia vecchia, & grauezza del terrapieno da ſuſtentare.
                <lb/>
              </s>
              <s>Quali
                <expan abbr="ſecōdi">ſecondi</expan>
              puntelli NL, deuono eſsere beniſsimo
                <lb/>
              ſerrati ſotto il taglio L, e
                <expan abbr="cō">com</expan>
              tale ordine ſi anderà ſegui­
                <lb/>
              tando la fabrica dello ſcarpone della muraglia LH, <21>inſino al cordone HI, doue ſarà tagliato
                <arrow.to.target n="marg408"/>
              vgual­
                <lb/>
              mente nel muro vecchio il cugno HIL, & poi ſerrate bene l'vna
                <expan abbr="cō">com</expan>
              l'altra muraglia, come ſi diſſe per
                <lb/>
              aſſicurare tutta l'opera, &
                <expan abbr="cō">com</expan>
              quella bellezza, & Fortezza che ſi può deſiderare, <21>che
                <expan abbr="mētre">mentre</expan>
              che la mu
                <lb/>
              raglia nuoua può riceuere violenza dal moto, e dal peſo della vecchia, col terrapieno, che le ſtà di ſo­
                <lb/>
              pra, i detti
                <expan abbr="pūtelli">puntelli</expan>
              di rouere, che vi ſono
                <expan abbr="dētro">dentro</expan>
              ,
                <expan abbr="ſoſtēgono">ſoſtengono</expan>
              tutto eſso peſo, e moto, che poteſse occorre­
                <lb/>
              re, &
                <expan abbr="quãdo">quando</expan>
              poi eſsa muraglia hauerà col
                <expan abbr="tēpo">tempo</expan>
              fatto eſsa preſa,
                <expan abbr="tãto">tanto</expan>
              più
                <expan abbr="duplicatamēte">duplicatamente</expan>
              l'opera ſi nuo
                <lb/>
              ua, come la vecchia verrà ſicura, e con tal ordine ſi potranno rimodernare, & fortificare tutte le cor­</s>
            </p>
          </chap>
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