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RNADE-560 Bagian 20 - 182 minitRNADE-560 Bagian 19 - 174 minitRNADE-560 Bagian 18 - 166 minitRNADE-560 Bagian 17 - 158 minitRNADE-560 Bagian 16 - 150 minitRNADE-560 Bagian 15 - 142 minitRNADE-560 Bagian 14 - 134 minitRNADE-560 Bagian 13 - 126 minitRNADE-560 Bagian 12 - 118 minitRNADE-560 Bagian 11 - 110 minitRNADE-560 Bagian 10 - 102 minitRNADE-560 Bagian 9 - 94 minitRNADE-560 Bagian 8 - 86 minitRNADE-560 Bagian 7 - 78 minitRNADE-560 Bagian 6 - 70 minitRNADE-560 Bagian 5 - 62 minitRNADE-560 Bagian 4 - 54 minitRNADE-560 Bagian 3 - 46 minitRNADE-560 Bagian 2 - 38 minitRNADE-560 Bagian 1 - 30 minit

RNADE-560 JAV Club Istri Muda Klasik - Cuplikan Gratis dan Subtitle Bahasa Indonesia srt.

178 minit0 tontonan


Unduh Subtitle RNADE-560

English Subtitles

中文字幕

日本語字幕

Subtitle Indonesia

Deutsche Untertitel

Sous-titres Français

Tentang Video Ini

Aktris: Yuno Hoshi 星優乃, Tamami Seto 瀬戸珠美

Studio Produksi: Nadeshiko

Direktur: Ma-kun マーKUN マーKUN

Tanggal Rilis: 23 Jul, 2009

Durasi: 178 minit

Harga Subtitle: $240.3 $1.35 per menit

Waktu Pesanan Kustom: 5 - 9 hari

Jenis Film: Disensor

Negara Film: Jepang

Bahasa Video: B. Jepang

Format Subtitle: File .srt / .ssa

Ukuran File Subtitle: <178 KB (~12460 baris yang diterjemahkan)

Nama File Subtitle: h_067rnade00560.srt

Translation: Terjemahan Manusia (bukan A.I.)

Total Aktris: 2 orang

Resolusi Video dan Ukuran File: 320x240, 480x360, 852x480 (SD)

Lokasi Syuting: Di Rumah / Di Bilk

Jenis Rilis: Penampilan Biasa

Pemeran: Duet Dinamis

Kode Video:

Pemilik Hak Cipta: © 2009 DMM

Resolusi Video dan Ukuran File

576p4,026 MB

432p2,690 MB

288p1,381 MB

144p543 MB

Pertanyaan yang Sering Diajukan

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Untuk mengunduh video lengkap untuk RNADE-560, gulir ke bagian atas halaman ini dan klik tombol 'Unduh'.

Anda akan kemudian dibawa ke halaman checkout tempat Anda dapat memesan video (beberapa resolusi tersedia dengan harga berbeda).

Tidak ada subtitle untuk film ini. Bisakah Anda membuatnya untuk saya?

Bisa.

Anda hanya perlu melakukan "Pesanan Subtitel Khusus" untuk subtitel dan kami akan membuatnya dan mengirimkannya dalam 5 - 9 hari.

Untuk memesan subtitle RNADE-560, klik tombol 'Pesan' di bagian atas halaman ini.

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Secara default, kami mengenakan tarif tetap sebesar USD$1.50 per menit untuk subtitel setiap judul JAV.

Namun, kami menawarkan diskon untuk film berdurasi lebih dari 90 menit dan/atau menyertakan lebih dari 1 aktris. Pada saat yang sama, kami menagih 10% lebih tinggi untuk film pendek (kurang dari 60 menit) karena upaya yang diperlukan untuk membuat subtitel.

Harga pesanan khusus untuk RNADE-560 adalah $240.30 di $1.35 per menit (178 video berdurasi menit).

Dalam format apa subtitle itu?

Subtitel berada dalam format file SubRip, salah satu format subtitel yang paling banyak didukung.

File subtitel setelah pengiriman akan diberi nama h_067rnade00560.srt

Bagaimana cara memutar film ini dengan subtitle?

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Untuk ini, kami merekomendasikan penggunaan pemutar film VLC karena memungkinkan Anda memutar berbagai format video yang sangat besar dan mendukung subtitle dalam format file .srt dan .ass.

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GODR-280 However, profile lifting is often considered a waste. When utilizing scaffolding, assembling scaffoldings and adjusting them can consume considerable time and effort. If these activities can be minimized, it would prove beneficial. An idea I would suggest is the utilization of scaffolding. When anchoring scaffolding, it would be advantageous for the scaffolding to automatically adjust to be level instead of manually balancing them. Achieving this would involve using a leveling device or ensuring that the scaffolding itself is level. However, incorporating a leveling device would increase the weight, which is generally considered a waste. While this approach carries total weight considerations, it appears to be a practical method. Nevertheless, positioning the scaffolding as level naturally aligns with conserving effort. The other alternative involves constructing anchors and positioning them at building and profile's utmost locations for the facade lifting. If feasible, this process can be carried out with ease, thus minimizing manual labor. Nevertheless, placing scaffolds at peak points imposes substantial weight on the scaffolding, thereby resulting in total weight considerations. The overall approach, although hands-on, seems to be effective. Ultimately, the preferred technique for achieving level scaffolding is determined by the application's reliability. On the whole, profile lifting is often considered a waste. When utilizing scaffolding, assembling scaffoldings and adjusting them can consume considerable time and effort. If these activities can be minimized, it would prove beneficial. An idea I would suggest is the utilization of scaffolding. When anchoring scaffolding, it would be advantageous for the scaffolding to automatically adjust to be level instead of manually balancing them. Achieving this would involve using a leveling device or ensuring that the scaffolding itself is level. However, incorporating a leveling device would increase the weight, which is generally considered a waste. While this approach carries total weight considerations, it appears to be a practical method. Nevertheless, positioning the scaffolding as level naturally aligns with conserving effort. The other alternative involves constructing anchors and positioning them at building and profile's utmost locations for the facade lifting. If feasible, this process can be carried out with ease, thus minimizing manual labor. Nevertheless, placing scaffolds at peak points imposes substantial weight on the scaffolding, thereby resulting in total weight considerations. The overall approach, although hands-on, seems to be effective. Ultimately, the preferred technique for achieving level scaffolding is determined by the application's reliability. On the whole, profile lifting is often considered a waste. When utilizing scaffolding, assembling scaffoldings and adjusting them consume considerable time and effort. If these activities can be minimized, it would prove beneficial. An idea I would suggest is the utilization of scaffolding. When anchoring scaffolding, it would be advantageous for the scaffolding to automatically adjust to be level instead of manually balancing them. Achieving this would involve using a leveling device or ensuring that the scaffolding itself is level. However, incorporating a leveling device would increase the weight, which is generally considered a waste. While this approach carries total weight considerations, it appears to be a practical method. Nevertheless, positioning the scaffolding as level naturally aligns with conserving effort. The other alternative involves constructing anchors and positioning them at building and profile's utmost locations for the facade lifting. If feasible, this process can be carried out with ease, thus minimizing manual labor. Nevertheless, placing scaffolds at peak points imposes substantial weight on the scaffolding, thereby resulting in total weight considerations. The overall approach, although hands-on, seems to be effective. Ultimately, the preferred technique for achieving level scaffolding is determined by the application's reliability. On the whole, profile lifting is often considered a waste. When utilizing scaffolding, assembling scaffoldings and adjusting them consume considerable time and effort. If these activities can be minimized, it would prove beneficial. An idea I would suggest is the utilization of scaffolding. When anchoring scaffolding, it would be advantageous for the scaffolding to automatically adjust to be level instead of manually balancing them. Achieving this would involve using a leveling device or ensuring that the scaffolding itself is level. However, incorporating a leveling device would increase the weight, which is generally considered a waste. While this approach carries total weight considerations, it appears to be a practical method. Nevertheless, positioning the scaffolding as level naturally aligns with conserving effort. The other alternative involves constructing anchors and positioning them at building and profile's utmost locations for the facade lifting. If feasible, this process can be carried out with ease, thus minimizing manual labor. Nevertheless, placing scaffolds at peak points imposes substantial weight on the scaffolding, thereby resulting in total weight considerations. The overall approach, certainly likely to be effective, appears to be practical. Ultimately, the preferred technique for achieving level scaffolding is determined by the application's reliability.

23 Jul 2009

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