Syntheon System DWG Detail for AutoCAD

Syntheon System DWG Detail for AutoCAD

Syntheon System Cover; channel wall solution – Walls – Several Details of Syntheon System

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

axis, in the field, rh poligyp, wet zone, zone, autoperf., autoperf., autoperf., autoperf., autoperf., elevation, elevation, elevation, union concrete beam, esc., he has., cap screw, self-drilling, per panel, anchor with, rod type, ready ceiling, roof plant, esc., ready ceiling, ready ceiling, ready ceiling, channel a.ll., beam, chain, detail, esc., saw., with sikadur, with lug nut, anchored, detail, esc., cut, esc., saw., with sikadur, with lug nut, anchored, cut, esc., hA beam, bolts, detail, esc., adjust on terrain, detail, esc., ready ceiling, cut, esc., detail, esc., v.s.i., bolts, cut, esc., bolts, bolts, bolts, cut, esc., ready ceiling, mm., bolts, v.s.i., detail, esc., v.s.i., with sikadur, with lug nut, anchored, he has., detail, esc., bolts, chain, concrete, bolts, dipstick, nut bolt, pl., tip., pl., tip., bolts, dipstick, nut bolt, isometric detail for, partition wall, autoperf., bolts, dipstick, nut bolt, tip., partition wall, partition wall, pl., esc., pl., detail, detail, esc., bolts, cut, esc., esc., bolts, detail, esc., cut, cut, esc., cut, esc., detail, esc., bolts, long, nail nk, esc, anchor detail, set, plasterboard panel, according to elevation, typical panel cut, according to elevation, esc, anchor detail, typical, anchor detail, fixed profiles, concrete structure, constructive process, stage laying profiles anchored beam slab depending on the case, stage place profile then place panel, profiles will be joined by bolts of screws each cm., self-drilling, detail joining profiles, nail nk, long, nk nails, long, nail nk, Exterior, inside, volcanite, mortar, long, nail nk, plasterboard panel, Exterior, inside, volcanite, elastomeric, eurotec profinish solution, propasta, fiberglass mesh, long, nk nails, self drilling screws, long, nk nails, according to elevation, self drilling screws, stage, esc, stage, esc, framework, Typical installation pw solution in beam, typical, anchor detail, fixed profiles, concrete structure, framework, pw syntheon, typical, stage, esc, typical, stage lay profile for confine panel, anchored, slab, anchored, beam, typical, anchor detail, fixed profiles, concrete structure, stage, esc, stage, esc, framework, typical, framework, panel syntheon, panel, typical, stage, esc, typical, anchored, slab, anchored, beam, typical installation pw solution, screws, pw solution, esc, partition wall, self drilling machines., of walls will have, the structural sheet, vertically, will be fixed with, note, sole sup., galv profile., solera inf., self-drilling, one each side, structure of a wall:, outer osb, wall structure, your coating, esc., polyethylene foam, expanded, self-drilling distribution, for composite joints, panel, syntheon, panel, syntheon, panel, syntheon, panel, syntheon, panel, syntheon, panel, syntheon, panel, syntheon, panel, esc., cross-section, polystyrene, expanded, partial elevation examples, esc, partial elevation examples, esc, Similary, mortar, elastomeric, mortar, elastomeric, faith reinforcement, cut deck against wall icf block, faith reinforcement, icf block wall, concrete, m.c.v., m.c.h., concrete, m.c.h., concrete, m.c.h., against block icf wall, honda, cut slab h.a. intermediate, longitudinal cut, concrete, m.c.h., m.c.v., m.c.h., concrete, court cut

Raw text data extracted from CAD file:

EJE ----1/75 \A1;20.3 \A1;223 \A1;270 \A1;502.5 \A1;657.5 \A1;227 \A1;185 \A1;540 \A1;1436 \A1;270 \A1;227 \A1;275 \A1;540 \A1;125 \A1;185 \A1;251.5 \A1;251.5 \A1;580 \A1;360 \A1;220 \A1;275 \A1;125 \A1;341 \A1;375 \A1;341 \A1;375 \A1;223 \A1;20.3 \A1;60 \A1;20 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;15 \A1;90 \A1;20 \A1;15 \A1;150 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;350 \A1;350 \A1;250 \A1;50 \A1;40 \A1;AJUSTAR EN TERRENO \A1;720 \A1;223 \A1;227 \A1;270 \A1;250 \A1;25 \A1;400 \A1;20 \A1;55 \A1;65 \A1;150 \A1;150 \A1;60 \A1;425 \A1;25 \A1;400 \A1;200 \A1;15 \A1;250 \A1;15 A - \A1;100 \A1;150 \A1;35 \A1;65 \A1;50 \A1;30 \A1;40 \A1;30 \A1;103 \A1;60 \A1;103 \A1;60 \A1;103 \A1;50 \A1;10 \A1;10 \A1;10 \A1;30 \A1;40 \A1;30 \A1;20 \A1;20 \A1;100 \A1;40 ----1/75 RH 12.5mm y/o POLIGYP (PERIMETRAL ZONA HUMEDA Y ZONA SECA) DE 30mm (TIP.) 300 (TIP.) (TIP.) 150 (TIP.) 300 (TIP.) 150 150 150 AUTOPERF. No10x5/8" No10x5/8" AUTOPERF. (TIP.) 150 (TIP.) No10x5/8" AUTOPERF. AUTOPERF. ZIG-ZAG No10x5/8" (TIP.) AUTOPERF. No10x5/8" 150 No10x5/8" AUTOPERF. \A1;252 \A1;60 \A1;60 \A1;60 \A1;177 \A1;237 \A1;60 \A1;177 \A1;237 \A1;252 \A1;100 \A1;600 \A1;150 \A1;150 \A1;300 \A1;SEGUN ELEVACION \A1;SEGUN ELEVACION \A1;30 \A1;30 \A1;30 \A1;103 \A1;80 \A1;80 \A1;SEGUN ELEVACION \A1;250 \A1;30 \A1;30 \A1;30 \A1;30 \A1;250 \A1;250 \A1;250 \A1;250 \A1;SEGUN ELEVACION \A1;30 \A1;103 \A1;80 \A1;80 \A1;20 \A1;121.8 \A1;70.9 \A1;121.8 \A1;294.5 \A1; 4cm. \A1;5 \A1;5 \A1;30.5 \A1;121.8 \A1;30.5 \A1;121.8 \A1;121.8 \A1;60 \A1;60 \A1;60 \A1;10 \A1;40 \A1;25 \A1;30 \A1;5 \A1;5 \A1;20.3 \A1;S/P \A1;VAR. \A1;10 \A1;10 \A1;20 \A1;40 \A1;40 \A1;40 \A1;3 \A1;14.3 \A1;3 \A1;3 \A1;14.3 \A1;3 \A1;121.8 \A1;5 \A1;VAR. \A1;60 \A1;60 \A1;13 \A1;5 \A1;13 \A1;5 \A1;5 UNION VIGA HORMIGON ESC. 1 : 10 \A1;VIGA H.A. PERNO d12 AUTOPERFORANTE 1/4-14x7/8" (TIP.) 2 POR PANEL ANCLAR CON SIKADUR-31 L50x50x3 L=50 c/50cm TIPO VARILLA TECHO LISTO 1 20.3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X3 X8 X9 X0 X1 X9' X9 X9' X5 X3 X8 X0 X1 Y4 Y1 Y4 Y3b Y3 Y1 Y3 Y3b PLANTA TECHUMBRE ESC. 1 : 50 TECHO LISTO \A1;e=75mm 4% TECHO LISTO \A1;e=75mm TECHO LISTO \A1;e=75mm 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Canal A.LL. Canal A.LL. Canal A.LL. Canal A.LL. VIGA 2T-LP20W 5 5 3 - 2 - - Y6 Y5 Y6 Y5 X4 X7 5 5 5 5 5 5 5 5 5 5 IC 250x150x4 CADENA 20.3 DETALLE 5 ESC. 1 : 10 2L 60x60x4 5 5 V.I. 20/60 CON SIKADUR 31 CON TUERCA Y GOLILLA (TIPO VARILLA) ANCLADOS 2+2 P.d12 IC 250x150x4 5 5 5 5 5 5 4 DETALLE 4 ESC. 1 : 10 PL.200x200x4 100x100x3 150x150x3 IC 250x150x4 3 3 CORTE B-B ESC. 1 : 10 C C PL.350x350x4 5 5 5 150x150x3 V.I. 20/90 CON SIKADUR 31 CON TUERCA Y GOLILLA (TIPO VARILLA) ANCLADOS 2+2 P.d16 CORTE C-C ESC. 1:10 VIGA H.A 5 2 PERNOS d16 2 PERNOS d16 150x150x3 PL.350x350x4 50 5 50 5 50 5 5 5 50 DETALLE 2 ESC. 1 : 10 5 AJUSTAR EN TERRENO IC 250x150x4 PL.200x200x4 100x100x3 3 DETALLE 1 ESC. 1 : 10 150x150x3 B B 3 TECHO LISTO Y1 Y4 Y3 CORTE A-A ESC. 1 : 50 V.S.I.20/40+90 V.I.20/90 5 5 5 A A 150x150x3 150x150x3 150x150x3 IC 250x150x4 IC 250x150x4 100x100x3 100x100x3 5 Y3b DETALLE 3 ESC. 1 : 10 PL.425x200x5 PL.3mm. 150x150x3 V.S.I. 20/40+90 100x50x3 PL.3mm. 5 5 5 3+3 PERNOS d10 5 5 5 5 5 5 5 5 5 E E CORTE E-E ESC. 1:10 1+1 PERNOS d10 L=100mm. 1+1 PERNOS d10 L=100mm. 1+1 PERNOS d10 L=100mm. F F CORTE F-F ESC. 1:10 TECHO LISTO e=75 mm. 150x150x3 100x50x3 3+3 PERNOS d10 L=100mm. 3 PL.450x200x5 5 V.S.I. 20/40+90 3 5 2 - 1 - 6 - 4 - DETALLE 6 ESC. 1 : 10 150x150x3 V.S.I. 20/40+90 100x50x3 5 3 CON SIKADUR 31 CON TUERCA Y GOLILLA (TIPO VARILLA) ANCLADOS 2+2 P.d16 PL.350x350x4 C C 5 @1000mm. 150x150x3 7 - H.A. 150x150x3 IC 250x150x4 3 DETALLE 7 ESC. 1 : 10 1+1 PERNOS d12 L=150mm. CADENA HORMIGON 5 5 5 5 5 \A1;2+2 PERNOS \A1;TIPO VARILLA d12mm \A1;CON TUERCA Y GOLILLA 5 5 5 \A1;30x30x3mm \A1;1+1 PL. e=3mm \A1;c/200 TIP. 103 5 \A1;c/200 \A1;30x30x3mm \A1;c/200 5 5 \A1;1+1 PL. e=3mm \A1;c/200 \A1;30x30x3mm \A1;c/200 TIP. \A1;30x30x3mm \A1;c/200 \A1;PL.100x150x5 \A1;1+1 PL.50x100 \A1;VIGA \A1;30x30x3mm \A1;c/200 \A1;e=3mm \A1;1+1 PL.50x100 \A1;e=3mm \A1;1+1 PL.50x100 \A1;e=3mm \A1;2+2 PERNOS \A1;TIPO VARILLA d12mm \A1;CON TUERCA Y GOLILLA 103 C103C085 \A1;P.W e=10 DETALLE ISOMETRICO PARA PARTITION WALL e=100mm CANAL103C10 2+2 AUTOPERF. #10x5/8" \A1;PL.100x150x5 \A1;2+2 PERNOS \A1;TIPO VARILLA d12mm \A1;CON TUERCA Y GOLILLA \A1;30x30x3mm \A1;c/200 \A1;VIGA TIP. PARTITION WALL e=100mm PARTITION WALL e=100mm \A1;30x30x3mm \A1;c/200 \A1;1+1 PL. e=3mm \A1;c/200 ESC. 1:10 BOW-WINDOW 5 10 \A1;P.W. C103C085 \A1;VIGA \A1;1+1 PL. e=3mm \A1;c/200 \A1;VER DETALLE 9 5 5 \A1;EXT. \A1;INT. \A1;e=10 1 - 8 - 5 - DETALLE 8 ESC. 1 : 5 G G 150x150x3 [150x50x3 [150x50x3 2+2 PERNOS d8 CORTE G-G ESC. 1:5 [150x50x3 L40x40x3 3 3 L40x40x3 ESC. 1:5 5 5 5 5 5 2+2 PERNOS d8 5 5 DETALLE 9 ESC. 1:5 ESC. 1:20 CORTE H-H Y4 J J CORTE J-J ESC. 1:5 CORTE I-I ESC. 1:5 I I DETALLE 8 ESC. 1 : 10 G G 150x150x3 [150x50x3 [150x50x3 2+2 PERNOS d8 L40x40x3 5 5 LARGO 2" 5 PL.80x80x2 CLAVO NK d3.8mm. ESC 1:250 (mm) DETALLE DE ANCLAJE 103C10 (PERFIL FIJADO 103C10 103C10 103C10 PL.80x80x2 PANEL CARTON YESO SEGUN ELEVACION CORTE PANEL TÍPICO SEGUN ELEVACION 103C10 ESC 1:250 (mm) DETALLE DE ANCLAJE AL HORMIGON) 103C10 5 TIPICO DETALLE DE ANCLAJE PERFILES FIJADOS A ESTRUCTURA DE HORMIGON PROCESO CONSTRUCTIVO ETAPA 1 : COLOCAR PERFILES 103C10 ANCLADOS A VIGA O LOSA DEPENDIENDO EL CASO . ETAPA 2 : COLOCAR PERFIL 103C10 (1) LUEGO COLOCAR PANEL 1 ( PERFILES 1 Y 2 SERAN UNIDOS POR TORNILLOS TIRAFONDO CADA 30 cm. ) 103C10 103C10 103C10 AUTOPERFORANTE #12x3/4" (TIPICO) DETALLE UNIÓN DE PERFILES 2 CLAVO NK d3.8mm. 5 5 LARGO 2" 5 2 CLAVOS NK d3.8mm. 103C10 LARGO 2" (HILTI) (ARANDELA METALICA) CLAVO NK d3.8mm. EXTERIOR INTERIOR VOLCANITA 15mm. MORTERO LARGO 2" (HILTI) (ARANDELA METALICA) CLAVO NK d3.8mm. PANEL CARTON YESO EXTERIOR INTERIOR VOLCANITA 15mm. ELASTOMERICO SOLUCIÓN Eurotec = 3 PROFINISH 2 PROPASTA E 1 MALLA FIBRA VIDRIO 100C085 100C085 LARGO 2" (HILTI) 2 CLAVOS NK d3.8mm. 103C10 103C10 2+2 TORNILLOS AUTOPERFORANTE #12x3/4" (TIPICO) 100C085 100C085 LARGO 2" (HILTI) 2 CLAVOS NK d3.8mm. SEGUN ELEVACION SEGUN ELEVACION 2+2 TORNILLOS AUTOPERFORANTE #12x3/4" (TIPICO) 103C10 ETAPA 1 ESC 1:100 ETAPA 2 ESC 1:100 1 MARCO INSTALACIÓN TÍPICA PW - SOLUCIÓN EN VIGA 5 TIPICO DETALLE DE ANCLAJE PERFILES FIJADOS A ESTRUCTURA DE HORMIGON 103C10 MARCO 103C10 PW SYNTHEON e=100mm. 5 TIPICO 103C10 103C10 ETAPA 3 ESC 1:100 1 103C10 5 TIPICO 103C10 103C10 2 103C10 ETAPA 3 : COLOCAR PERFIL 103C10 (2) PARA CONFINAR PANEL 1 ANCLADO A LOSA ANCLADO A VIGA 5 TIPICO DETALLE DE ANCLAJE PERFILES FIJADOS A ESTRUCTURA DE HORMIGON 103C10 ETAPA 1 ESC 1:100 ETAPA 2 ESC 1:100 1 MARCO 5 TIPICO 103C10 MARCO 103C10 PANEL SYNTHEON e=100mm. h=235cm. PANEL 1 5 TIPICO 103C10 103C10 ETAPA 3 ESC 1:100 1 103C10 5 TIPICO 103C10 103C10 2 103C10 ANCLADO A LOSA ANCLADO A VIGA 5 5 5 5 2 103C10 2 103C10 INSTALACIÓN TÍPICA PW - SOLUCIÓN LOSA-LOSA 2+2 TORNILLOS PW SOLUCIÓN VIGA-LOSA ESC 1:100 103C10 103C10 103C10 103C10 TABIQUE SYNTHEON 5 AUTOPERFORANTES. DE MUROS DE DISPONDRA LA CHAPA ESTRUCTURAL EN FORMA VERTICAL Y SE FIJARA CON NOTA 1: 62C085 SOLERA SUP. PERFIL GALV. 60C085 SOLERA INF. AUTOPERFORANTE #8 UNO A CADA LADO ESTRUCTURAL DE MURO: EXTERIOR OSB 9.5mm ESTRUCTURACION DE MURO Y SU REVESTIMIENTO 62C085 ESC. S/E ESPUMA DE POLIETILENO EXPANDIDO e=60mm 62C085 62C085 DISTRIBUCION AUTOPERFORANTES PARA UNIONES COMPUESTAS (TIP) S/P 5 2º S/P 3º PANEL SYNTHEON 5 5 PANEL SYNTHEON PANEL SYNTHEON PANEL SYNTHEON 5 5 5 PANEL SYNTHEON 5 5 5 PANEL SYNTHEON S/P 5 2º S/P PANEL SYNTHEON PANEL 1 100 ESC. 1:100 CORTE TRANSVERSAL PW e=100mm. 100C080 600 100C080 POLIESTIRENO EXPANDIDO 5 5 EJEMPLOS ELEV PARCIAL ESC 1:100 EJEMPLOS ELEV PARCIAL ESC 1:100 h=176cm. o similar MORTERO ELASTOMERICO MORTERO ELASTOMERICO 300 103C10 103C10 103C10 d8a20 5 \A1;S/P FE REFUERZO CORTE DECK CONTRA MURO BLOQUE ICF 5 FE REFUERZO d8a20 L=100 MURO DE BLOQUE ICF HORMIGON S/cálculo e=20.3 M.C.V. d8a40.6 M.C.H. d8a30.5 HORMIGON S/cálculo M.C.H. d8a30.5 5 \A1;S/P 5 5 \A1;S/P \A1;S/P HORMIGON S/cálculo M.C.H. d8a30.5 CONTRA MURO BLOQUE ICF LOSA H.A CORTE LOSA H.A. INTERMEDIO 3 14.3 3 CORTE LONGITUDINAL HORMIGON S/cálculo M.C.H. d8a30.5 M.C.V. d8a40.6 M.C.H. d8a30.5 HORMIGON 3 14.3 3 CORTE HORIZONTAL CORTE VERTICAL MURO DE BLOQUE ICF e=20.3 MURO DE BLOQUE ICF e=20.3 121.8 S/cálculo MURO DE BLOQUE ICF 121.8X30.5 30.5 MALLA CENTRAL HORIZONTAL 121.8 30.5 (M.C.H.) d8a30.5 MALLA CENTRAL VERTICAL (M.C.V.) d8a40.6 (CENTRADA) HORMIGON S/cálculo e=20.3 (CENTRADA) (CENTRADA) M.C.H. d8a30.5 M.C.H. d8a30.5 d10a30 L=120 121.8 (60+60) d10a30 L=120 (60+60) M.C.V. d8a40.6 M.C.H. d8a30.5 M.C.H. d8a30.5 121.8 M.C.V. d8a40.6 60 60 ENCUENTRO DE MURO ESQUINA DE MURO DETALLE DE MURO DE BLOQUE ICF e=20.3cm. 5 MALLA INFERIOR INFERIOR 5 M.C.V. d8a40.6 EN MURO ICF INVERTIDO DETALLE ANCLAJE A LOSA VAR. MALLA INFERIOR SUPERIOR 5 5 M.C.V. d8a40.6 LOSA H.A. M.C.V. d8a40.6 HORMIGON S/cálculo MURO DE BLOQUE ICF e=20.3 5 5 \A1;\W0.7;S/P 2d8 S/cálculo HORMIGON MALLA ELECTROSOLDADA C-132 LOSA DECK E.d8a20 L=65 8 S/cálculo CORTE TIPICO DE LOSA DECK VIGA DECK ENCUENTRO DE LOSA DECK CONTRA VIGA H.A. 5 5 \A1;S/cálculo 5 S/Cálculo HORMIGON PANEL LOSA DECK VIGA DECK FE REFUERZO VIGA H.A. d8a20 HORMIGON ARMADURA S/cálculo VIGA DECK VIGA H.A. MALLA ELECTROSOLADA 5 5 L=70 (20+50) 5 S/Cálculo 5 5 \A1;S/cálculo S/Cálculo 2d8 5 S/cálculo \A1;S/P <>.3 CORTE TIPO DE FUNDACION MURO ICF MALLA HOR. MALLA VERT. S/P VAR. S/P CAPA VEGETAL ARCILLA GRAVA MEJORAMIENTO DE TERRENO S.I.C N.T.N VAR. S/P S/P S/P 5 5 5 \A1;S/cálculo H.A A MURO ICF \A1;MURO BLOQUE ICF VIGA Y DINTELES DETALLE APOYO 5 \A1;Espesor Losa \A1;VARIABLE S/O \A1;VIGA / DINTEL \A1;MURO BLOQUE ICF CORTE VIGA CADENA MODULACION DE BLOQUES 121.8 70.9 121.8 294.5 \A1;CORTES PREFERENTEMENTE EN EL TRAMO \A1;121.8 \A1;121.8 \A1;121.8 \A1;EVITAR CORTES DEL BLOQUE \A1;EN LOS ENCUENTROS INGENIERO MECÁNICO DE SUELOS ESC 1:50 ESC 1:50 S/cálculo S/cálculo \A1;S/Cálculo \A1;S/P \A1;S/P S/cálculo SIN MODULO DE ICF <>cm. AISLACION PUENTE TERMICO LOSA H.A Fe S/LOSA CORTE LLEGADA A LOSA S/cálculo Ed8a20 ESC 1:50 ESC 1:50 ESC 1:50 ESC 1:50 ESC 1:50 ESC 1:50 ESC 1:50 ESC 1:50 ESC 1:50 ESC 1:50 ESC 1:50

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	adobe, autocad, bausystem, block, channel, construction system, cover, covintec, DETAIL, details, DWG, earth lightened, erde beleuchtet, losacero, plywood, solution, sperrholz, stahlrahmen, steel framing, system, système de construction, terre s, wall, walls