Bélidor, Bernard Forest de, La science des ingenieurs dans la conduite des travaux de fortification et d' architecture civile

Table of Notes

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          <pb o="21" file="0567" n="617" rhead="LIV. VI. DE LA MANIERE DE FAIRE LES DEVIS."/>
          <p>
            <s xml:id="echoid-s12133" xml:space="preserve">Les pierres des ſoubaſſemens, qui ſeront poſées au deſſus des fon-
              <lb/>
              <note position="right" xlink:label="note-0567-01" xlink:href="note-0567-01a" xml:space="preserve">Pierres de
                <lb/>
              ſoubaſſe.
                <lb/>
              mens.</note>
            demens, ſeront auſſi taillées proprement dans leurs faces, lits & </s>
            <s xml:id="echoid-s12134" xml:space="preserve">
              <lb/>
            joints, & </s>
            <s xml:id="echoid-s12135" xml:space="preserve">auront douze, quinze, à dix-huit pouces de lit, & </s>
            <s xml:id="echoid-s12136" xml:space="preserve">huit
              <lb/>
            à dix de joint à l’équerre. </s>
            <s xml:id="echoid-s12137" xml:space="preserve">Seront de plus mêlées d’un tiers de bou-
              <lb/>
            tiſſes qui auront au moins deux pieds de queuë, le tout poſé en
              <lb/>
            bonne liaiſon, à petits joints & </s>
            <s xml:id="echoid-s12138" xml:space="preserve">en bain de mortier.</s>
            <s xml:id="echoid-s12139" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s12140" xml:space="preserve">Tous les angles ſaillans, tant du corps de la Place que des con-
              <lb/>
              <note position="right" xlink:label="note-0567-02" xlink:href="note-0567-02a" xml:space="preserve">Pierres des
                <lb/>
              angles.</note>
            tregardes, tenailles, demi-lunes, ouvrages à cornes, & </s>
            <s xml:id="echoid-s12141" xml:space="preserve">reduits, ſe-
              <lb/>
            ront armés de pierres de taille de graiſſerie, taillées en petit boſſage
              <lb/>
            d’un pouce & </s>
            <s xml:id="echoid-s12142" xml:space="preserve">demi de relief, & </s>
            <s xml:id="echoid-s12143" xml:space="preserve">poſées par aſſiſes reglées d’un pied
              <lb/>
            de hauteur, ayant les joints d’équerre ſur dix-huit pouces de long,
              <lb/>
            deux pieds de lit, & </s>
            <s xml:id="echoid-s12144" xml:space="preserve">trois de queuë, le tout mêlé d’un tiers de bou-
              <lb/>
            tiſſes, retourné & </s>
            <s xml:id="echoid-s12145" xml:space="preserve">poſé alternativement, de maniere qu’il ſe trouve
              <lb/>
            de chaque côté des harpies d’un pied élevées à l’aplomb par les
              <lb/>
            bouts les unes ſur les autres, & </s>
            <s xml:id="echoid-s12146" xml:space="preserve">que les aſſiſes les plus courtes re-
              <lb/>
            viennent ſous le cordon à quatre pieds de longueur de part & </s>
            <s xml:id="echoid-s12147" xml:space="preserve">d’au-
              <lb/>
            tre des angles.</s>
            <s xml:id="echoid-s12148" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s12149" xml:space="preserve">Les cordons ſeront auſſi de pierres de taille de graiſſerie d’un
              <lb/>
              <note position="right" xlink:label="note-0567-03" xlink:href="note-0567-03a" xml:space="preserve">Cordons.</note>
            pied de hauteur, taillées en demi rond, & </s>
            <s xml:id="echoid-s12150" xml:space="preserve">poſées en ſaillie de la
              <lb/>
            moitié de leur diametre, ayant les joints d’équerre ſur ſeize à dix-
              <lb/>
            huit pouces de long, & </s>
            <s xml:id="echoid-s12151" xml:space="preserve">deux pieds de lit, non compris la ſaillie,
              <lb/>
            le tout mêlé d’un tiers de boutiſſes qui auront trois pieds de queuë.</s>
            <s xml:id="echoid-s12152" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s12153" xml:space="preserve">Tous les autres moëlons, dont on ſe ſervira pour remplir & </s>
            <s xml:id="echoid-s12154" xml:space="preserve">garnir
              <lb/>
              <note position="right" xlink:label="note-0567-04" xlink:href="note-0567-04a" xml:space="preserve">Moëlon.</note>
            le corps de la maçonnerie brute, ſeront tirés ou. </s>
            <s xml:id="echoid-s12155" xml:space="preserve">de l’excavation
              <lb/>
            du foſſé, ou des carrieres de .</s>
            <s xml:id="echoid-s12156" xml:space="preserve">..</s>
            <s xml:id="echoid-s12157" xml:space="preserve">. obſervant de choiſir les plus gros
              <lb/>
            libages pour en former les fondemens, & </s>
            <s xml:id="echoid-s12158" xml:space="preserve">de réſerver les moindres
              <lb/>
            pour le revêtement au deſſus, comme auſſi d’arraſer de niveau
              <lb/>
            toute la maçonnerie à chaque levée que l’on fera de dix-huit pou-
              <lb/>
            ces, & </s>
            <s xml:id="echoid-s12159" xml:space="preserve">de la traverſer, s’il eſt jugé néceſſaire pour plus grande ſo-
              <lb/>
            lidité, par des chaînes de brique ſur toute l’épaiſſeur des murs,
              <lb/>
            ce qui formera un renouvellement d’aſſiette.</s>
            <s xml:id="echoid-s12160" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s12161" xml:space="preserve">Les cailloux de la riviere de .</s>
            <s xml:id="echoid-s12162" xml:space="preserve">..</s>
            <s xml:id="echoid-s12163" xml:space="preserve">. ou de la plaine de .</s>
            <s xml:id="echoid-s12164" xml:space="preserve">..</s>
            <s xml:id="echoid-s12165" xml:space="preserve">. & </s>
            <s xml:id="echoid-s12166" xml:space="preserve">ceux
              <lb/>
              <note position="right" xlink:label="note-0567-05" xlink:href="note-0567-05a" xml:space="preserve">Cailloux.</note>
            qui ſe trouveront dans les excavations, pourront auſſi être em-
              <lb/>
            ployés dans la garniture du corps de la maçonnerie, en les poſant
              <lb/>
            par aſſiſes reglées, mais en cas de beſoin ſeulement, & </s>
            <s xml:id="echoid-s12167" xml:space="preserve">au défaut
              <lb/>
            de moëlon, encore faudra-t’il que la quantité de ces cailloux n’ex-
              <lb/>
            cede pas le tiers du ſolide de la maçonnerie, & </s>
            <s xml:id="echoid-s12168" xml:space="preserve">que chaque levée
              <lb/>
            de dix-huit pouces de hauteur ſoit auſſi recouverte d’une chaîne
              <lb/>
            de brique.</s>
            <s xml:id="echoid-s12169" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s12170" xml:space="preserve">Toutes ces pierres en general ſeront proprement aſſiſes & </s>
            <s xml:id="echoid-s12171" xml:space="preserve">bien
              <lb/>
              <note position="right" xlink:label="note-0567-06" xlink:href="note-0567-06a" xml:space="preserve">Fichage
                <lb/>
              des pierres.</note>
            callées aux paremens, poſées, coulées, fichées, & </s>
            <s xml:id="echoid-s12172" xml:space="preserve">jointoyées les </s>
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