Cajamarca – Peru Temple DWG Section for AutoCAD

Cajamarca – Peru Temple DWG Section for AutoCAD

Cajamarca – Peru Temple – Plants – Sections – Elevations

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

dormitory, Seventh-day Adventist church, temple construction in celendin-cajamarca, district of celendin-dept. de cajamarca, peru, gessa engineers, owner, plan, location, sheet, drawing, design, date, revised, single plant distribution, scale, cement plaster, armed overcimiment, concrete foundation cyclopean, brick masonry, with rope lashing com, typical section of wall, reinforced concrete, iron construction, cement-sand enlucid, brick pastry, floor veneer according to detail, type, width, length, height, material, doors, windows, sill, eternit tiles green color on slab of inclined concrete, wood carpentry in windows with beige-reflective glass, joints and bends, stirrups, running foundation, detail of cover, section aa, bb cut, box of columns, steel type length. steel tranvers. bxt quantity location, the amount of water should allow the workability of the mixture and, the chemical reaction of the cem, ento., the coating in beams and columns will be measured at the end of the stirrup, stripping, technical specifications, gutter, perimeter beam , brick support, with vinyl latex finish, metal theatine roof section, typical beam-column union, beams meeting, beam, horizontal bends according to, in plan and form, the steels bend, according to indicated curvature, s.past. , temple building, pastoral office, passageway, distribution of plant, construction of temple in jayanca district, district of sucre-province of celendin, cajamarca-peru, sanitary facilities, association union peruana de la, detail of beam, anchoring of columns in, bxt, sobrecimiento, foundation, details of foundations, hall of children, dining hall of receptions, serv.hig.mujeres, ser.hig.hmbres, bautis., deacons, platform, mothers room, hall, kitchen to

Raw text data extracted from CAD file:

PISO DE CELIMA 30X30 NPT + 0.15 DORMITORIO \fArial|b0|i0|c0|p34;\C2;A \fArial|b0|i0|c0|p34;B \A1;5.18 \A1;5.47 \A1;4.00 \A1;4.12 \A1;4.02 \A1;4.00 \A1;4.00 \A1;4.00 \A1;3.90 \A1;5.00 \A1;3.25 \A1;3.84 \A1;3.85 \A1;3.92 \A1;0.15 \A1;3.00 \A1;0.15 \A1;3.70 \A1;0.15 \A1;3.70 \A1;0.15 \A1;3.70 \A1;0.15 \A1;0.15 \A1;5.00 \A1;0.15 \A1;5.20 \A1;0.15 \A1;4.00 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.76 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.78 \A1;0.24 \A1;0.87 \A1;0.15 \A1;1.86 \A1;0.15 \A1;0.74 \A1;5.00 \A1;0.15 \A1;5.00 \A1;0.15 \A1;1.75 \A1;1.69 \A1;1.77 \A1;0.15 \A1;4.00 \A1;0.25 \A1;3.75 \A1;0.25 \A1;1.11 \A1;1.04 \A1;1.61 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.77 \A1;0.25 \A1;0.88 \A1;0.15 \A1;0.87 \A1;1.74 \A1;0.15 \A1;0.15 \A1;5.00 \A1;0.15 \A1;5.20 \A1;0.15 \A1;3.97 \A1;0.28 \A1;3.75 \A1;0.25 \A1;3.75 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.77 \A1;0.25 \A1;0.88 \A1;0.16 \A1;2.59 \A1;0.15 \A1;0.74 \A1;0.40 \A1;3.85 \A1;1.31 \A1;0.84 \A1;0.15 \A1;3.29 \A1;0.15 \A1;1.04 \A1;0.15 \A1;2.78 \A1;0.15 \A1;0.15 \A1;1.15 \A1;0.85 \A1;0.15 \A1;3.01 \A1;2.65 \A1;4.96 \A1;3.13 \A1;0.79 \A1;0.15 \A1;0.44 \A1;0.15 \A1;1.10 \A1;1.40 \A1;0.91 \A1;0.15 \A1;0.90 \A1;0.79 \A1;1.06 \A1;0.15 \A1;3.57 \A1;1.20 \A1;1.42 \A1;0.11 \A1;3.57 \A1;0.21 \A1;1.52 \A1;1.46 \A1;0.13 IGLESIA ADVENTISTA DEL SETIMO DIA CONSTRUCCION DE TEMPLO EN CELENDIN-CAJAMARCA DISTRITO DE CELENDIN -DEPT. DE CAJAMARCA PERU GESSA INGENIEROS PROPIETARIO PLANO UBICACION LAMINA DIBUJO DISENO FECHA REVISADO DISTRIBUCION PLANTA UNICA ESCALA \fSansSerif|b0|i0|c2|p2;\C3;Ar 02 \A1;0.11 0.84 0.59 0.13 0.37 0.55 0.24 0.25 0.38 0.17 0.39 0.13 0.04 0.24 0.02 0.49 ENLUCIDO DE CEMENTO ARENA EN PROPORCION 1: 5 RODON DE MADERA DE1/2 X3"DE PISO DE LOSETA DE 30X30 CONTRAPISO DE CONCRETO 1:4 SOBRECIMIENT ARMADO DE 175 KLS/CM2 CIMENTACION DE CONCRETO CICLOPEO DE 1:8 DE 140 KLS/CM2 MAMPOSTERIA DE LADRILLO CON AMARRE DE SOGA COM MORTERO DE ARENA:CEMENTO DE 1:5 5 5 5 5 SECCION TIPICA DE MURO 5 5 5 5 5 5 5 5 5 5 5 LADRILLO 30X30X17 HUECO CONCRETO ARMADO DE 175 KLS/CM2 A LOS 28 DIAS FIERRO DE CONSTRUCCION DE 1/2 O SEGUN PLANO DE ESTRUCTURAS ENLUCID DE CEMENTO-ARENA DE 1:5 MORTERO DE 1:5 MORTERO ENLUCID DE CEMENTO-ARENA 1/2 O SEGUN PLANO DE ESTRUCTURAS FIERRO DE CONSTRUCCION DE 175 KLS/CM2 A LOS 28 DIAS CONCRETO ARMADO DE LADRILLO 30X30X17 HUECO LADRILLO PASTELERO 5 5 5 5 5 5 5 5 5 5 ENCHAPE DE PISO SEGUN DETALLE RODON DE MADERA DE 3"X/8" DE 1:5 MORTERO ENLUCID DE CEMENTO-ARENA TIPO ANCHO LARGO ALTO MATERIAL PUERTAS P1 1.00 - 2.10 MADERA CONTRAPLACADA 0.90 - 2.10 MADERA CONTRAPLACADA P2 0.80 - 2.10 MADERA CONTRAPLACADA P1 0.75 - 2.10 MADERA CONTRAPLACADA P1 0.65 - 2.10 MADERA CONTRAPLACADA P1 VENTANAS V1 1.50 1.65 0.95 VIDRIO TEMPLADO-BRONCE 6MM V2 1.65 1.65 VIDRIO TEMPLADO-BRONCE 6MM 0.95 V3 1.85 1.65 VIDRIO TEMPLADO-BRONCE 6MM 0.95 V4 2.2 1.65 VIDRIO TEMPLADO-BRONCE 6MM 0.95 V5 2.25 1.65 VIDRIO TEMPLADO-BRONCE 6MM 0.95 V6 2.45 1.65 VIDRIO TEMPLADO-BRONCE 6MM 0.95 V7 3.20. 0.00 VIDRIO TEMPLADO-BRONCE 6MM 0.95 V8 3.45 0.00 VIDRIO TEMPLADO-BRONCE 6MM 0.95 ALTO ALFEIZAR TIPO ANCHO MATERIAL R0.33 5 TEJAS DE ETERNIT COLOR VERDE SOBRE LOSA DE CONCRETO INCLINADO TANQU DE ETERNIT GRIS DE 1000 LTS. COMERCIAL MEDINA PLANCHA DE PLACA LAUMINO POLIESTIRENO , COLOR ACERO EN CAPAS DE 12mm CARPINTERIA DE MADERA EN VENTANAS CON VIDRIO COLOR BEIGE-REFLECTANTE ENCHAPE DE CERAMICO BEIGE A 45 GRADOS CARPINTERIA DE MADERA EN VENTANAS CON VIDRIO COLOR BEIGE-REFLECTANTE \fRomantic|b0|i0|c2|p2;ELEVACION DE FACHADA \A1;0.20 \A1;0.75 \A1;2.25 \A1;0.20 \A1;0.61 \A1;2.39 \A1;0.50 \A1;0.34 \A1;1.33 \A1;0.81 \A1;0.30 \A1;0.11 \A1;0.66 \A1;1.78 \A1;0.16 \A1;0.03 \A1;2.61 \A1;1.85 \A1;2.82 \A1;0.96 \A1;1.79 \A1;1.37 \A1;0.42 \A1;0.29 \A1;1.96 \A1;0.33 \A1;0.15 \A1;4.80 \A1;1.85 \A1;0.17 \A1;2.12 \A1;0.53 \A1;0.96 \A1;1.79 \A1;1.37 \A1;0.42 \A1;1.96 \A1;0.33 \A1;0.15 \A1;4.12 \A1;4.02 \A1;4.00 \A1;4.00 \A1;4.00 \A1;3.90 \A1;5.00 \A1;3.25 \A1;3.84 \A1;3.85 \A1;3.92 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.76 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.78 \A1;0.24 \A1;0.87 \A1;0.15 \A1;1.86 \A1;0.15 \A1;0.74 \A1;5.00 \A1;0.15 \A1;4.00 \A1;0.25 \A1;3.75 \A1;0.25 \A1;1.11 \A1;1.04 \A1;1.61 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.77 \A1;0.25 \A1;0.88 \A1;0.15 \A1;0.87 \A1;1.74 \A1;0.15 \A1;0.15 \A1;3.97 \A1;0.28 \A1;3.75 \A1;0.25 \A1;3.75 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.77 \A1;0.25 \A1;0.88 \A1;0.16 \A1;2.59 \A1;0.15 \A1;0.74 \A1;0.40 \A1;3.85 \A1;0.15 \A1;3.01 \A1;2.65 \A1;4.96 \A1;Z \A1;X \A1;Y EMPALMES Y DOBLECES ESTRIBOS EMPALME HORIZONTAL(vigas y losas) Z 0.597982921398085 Y X Y Z .10 .30 .30 1/4" 3/8" .40 .40 .15 .175 .50 .50 1/2" 5/8" .70 .60 - CIMIENTO CORRIDO 1:10+30% PG. fierro de 1/2 a 0.20 fierro de 3/8 a 0.20 fierro de 1/2 a 0.20 fierro de 1/2 a 0.20 fierro de 1/2 a 0.20 fierro de 1/2 a 0.20 fierro de 1/2 a 0.20 fierro de 1/2 a 0.20 NIVEL DE EXCAV. -1.65 fierro de 1/2 a 0.20 fierro de 1/2 a 0.20 DETALLE DE TAPA SECCION A-A CORTE B-B \A1;0.54 \A1;1.15 \A1;0.29 \A1;0.72 0.20 1.50 0.20 1.40 2.40 2.70 2.70 1.70 0.20 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.25 CUADRO DE COLUMNAS TIPO ACERO LONGITUD. ACERO TRANVERS. b X t CANTIDAD UBICACION 4 0 DE 5/8 DE 3/8 @ 25 25X25 8 PRIMER PISO ,SEGUNDO PISO C1 6 O DE 1/2 DE 3/8 @ 25 25X25 4 PRIMER PISO 4 O DE 3/8 DE 1/4 A .20 15 X 30 8 CERCO PERIMETRICO 6 O DE 3/8 DE 1/4 @ .20 15 X 35 4 FACHADA C2 C3 C4 5 5 5 5 5 5 0.7597139878995378 5 C1 C2 C3 C4 RESISTENCIA DEL CONCRETO DE ACUERDO AL CAPITULO4 DE LA NORMA E-60 -CONCRETO ZAPATAS f' c' = 175 kls\cm 2 ( 1:2:4 ) (7.5 bolsas de cemento por m3 comominimo ) VIGAS ,LOSAS , ALIGERADAS Y COLUMNAS f' c' =210 kg\cm2 ( 1: 2:3 ) ( 8.2 bolasa de cemento por m3 ) LA CANTIDAD DE AGUA DEBERA PERMITIR LA TRABAJABILIDAD DE LA MEZCLA Y LA REACCION QUMICA DEL CEM,ENTO. RECUBRIMIENTOS = -LOSAS ALIGERADAS = 2CMS MINIMO. -VIGAS Y COLUMNAS = 4CMS COMO MINIMO EL RECUBRIMIENTO EN VIGAS Y COLUMNAS SE MEDIRA AL EXTREMO DEL ESTRIBO. CURADO = EL TIEMPO MINIMO DEL CURADO SERA DE 7 DIAS DESENCOFRADO ALIGERADOS Y VIGAS = 7 DIAS VIGAS DE COSTADOS = 18 HORAS DE FONDO = 14 DIAS SLUMP MAXIMO : 3 PULGADAS AGREGADO MAXIMO DE LOSAS ALIGERADAS DE 3/4" ,COLUMNAS Y VIGAS DE 1" CARGA DE FLENCIA DE L ACERO fy= 4,200 kgs\cm2 TERRENO = @ T = 0.80 KLS\CM2 (MINIM0) ESPECIFICACIONES TECNICAS \A1;4.12 \A1;4.02 \A1;4.00 \A1;4.00 \A1;4.00 \A1;3.90 \A1;5.00 \A1;3.25 \A1;3.84 \A1;3.85 \A1;3.92 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.76 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.78 \A1;0.24 \A1;0.87 \A1;0.15 \A1;1.86 \A1;0.15 \A1;0.74 \A1;5.00 \A1;0.15 \A1;4.00 \A1;0.25 \A1;3.75 \A1;0.25 \A1;1.11 \A1;1.04 \A1;1.61 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.77 \A1;0.25 \A1;0.88 \A1;0.15 \A1;0.87 \A1;1.74 \A1;0.15 \A1;0.15 \A1;3.97 \A1;0.28 \A1;3.75 \A1;0.25 \A1;3.75 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.77 \A1;0.25 \A1;0.88 \A1;0.16 \A1;2.59 \A1;0.15 \A1;0.74 \A1;0.40 \A1;3.85 \A1;0.15 \A1;3.01 \A1;2.65 \A1;4.96 0.45 0.34 0.27 0.55 0.23 0.60 0.40 0.41 DE 11/2"X11/2" X 3/16" 0DE 3/8" DE 11/2"X11/2" X 3/16" 0.45 CANALETA 5 5 5 5 5 5 5 DE 11/2"X11/2" X 3/16" 0DE 3/8" 0.25 .45 0.25 .45 11/2"X11/2"X3/16 11/2"X11/2"X3/16 0de1/2" 0de1/2" 0de 3/8" 0.20 0.23 0.56 0.06 0.68 0.22 0.20 0.09 0.21 2.21 VIDRIO DOBLE CATEDRAL DE 4MM ANGULO DE 1 1/4" X1/8" VIGUETA PERIMETRAL DE 10 X 15 CMS CON 4 VAR. DE 3/8" SOPORTE DE LADRILLO ENLUCIDO CON TARRAJEO DE 1:5 CON ACABDO LATEX VINILICO 5 5 5 5 5 5 5 5 5 5 SECCION DE TECHO TIPO TEATINA METALICA \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;0.52 -3.680064730425926 -3.680064730425926 -3.680064730425926 UNION TIPICA VIGA-COLUMNA ESC. 1:25 Encuentro de Vigas d1/4" o d3/8" (segun el caso) VIGA detalles "L" o "T" (PLANTA) -3.680064730425926 doblan horizontales segun -3.680064730425926 DETALLE "T" (PLANTA) DETALLE "L" -3.680064730425926 -3.680064730425926 EN PLANTA Y FORMAN LOS ACEROS DOBLAN LA VIGA V-102 SEGUN CURVATURA INDICADA -3.680064730425926 \A1;1.10 \A1;0.84 \A1;0.81 \A1;0.90 \A1;0.76 \A1;0.90 \A1;0.79 \A1;0.14 \A1;0.93 \A1;0.67 \A1;0.76 \A1;0.81 \A1;0.88 \A1;0.81 \A1;0.88 \A1;0.82 \A1;0.82 \A1;1.16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DE 11/2"X11/2" X 3/16" 0DE 3/8" DE 11/2"X11/2" X 3/16" DE 11/2"X11/2" X 3/16" \A1;3.99 \A1;4.02 \A1;4.00 \A1;4.10 \A1;1.09 \A1;2.58 \A1;0.80 \A1;0.45 \A1;0.50 \A1;bxt \A1;0.50 \A1;.40 \A1;0.80 \A1;.20 \A1;.20 \A1;.10 \A1;0.35 \A1;0.80 \A1;0.45 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;0.45 \A1;0.80 \A1;.15 \A1;0.80 \A1;.50 \A1;.15 \A1;.10 \A1;.25 \A1;.10 \A1;.10 \A1;.10 \A1;0.80 \A1;.15 \A1;.50 \A1;.10 \A1;.25 \A1;.10 S.PAST. NAVE DE TEMPLO OFIC.PASTORAL PASADIZO \C6;3 \C6;4 \C6;5 \C6;6 \C6;7 \C6;8 \C6;9 \C6;10 \C6;11 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 \C6;1 \C6;B \C6;C D F -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 DISTRIBUCION DE PLANTA -18.80283064826398 -18.80283064826398 -18.80283064826398 -18.80283064826398 NPT + 0.15 PISO DE CELIMA 30X30 IGLESIA ADVENTISTA DEL SETIMO DIA CONSTRUCCION DE TEMPLO EN DISTRITO DE JAYANCA DISTRITO DE SUCRE -PROVINCIA DE CELENDIN CAJAMARCA -PERU ARQ LUIS LENGUA REG CAP 2558 PROPIETARIO PLANO UBICACION LAMINA DIBUJO DISENO FECHA REVISADO INSTALACIONES SANITARIAS ESCALA \fSansSerif|b0|i0|c2|p2;Es 01 ASOCIACION UNION PERUANA DE LA DISTRIBUCION DE PLANTA -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 F D \C6;C \C6;3 -30.77807744167285 \C6;B \C6;1 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 \C6;4 -30.77807744167285 -30.77807744167285 \C6;5 -30.77807744167285 \C6;6 -30.77807744167285 PISO DE CELIMA 30X30 S.PAST. NPT + 0.15 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 \fSansSerif|b0|i0|c2|p2;Es 02 REVISADO CAJAMARCA -PERU ARQ LUIS LENGUA REG CAP 2558 DISENO DIBUJO -30.77807744167285 PROPIETARIO PLANO -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 \C6;7 -30.77807744167285 -30.77807744167285 \C6;8 NAVE DE TEMPLO -30.77807744167285 -30.77807744167285 \C6;9 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 \C6;10 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 PASADIZO -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 OFIC.PASTORAL -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 -30.77807744167285 CONSTRUCCION DE TEMPLO EN DISTRITO DE JAYANCA IGLESIA ADVENTISTA DEL SETIMO DIA DISTRITO DE SUCRE -PROVINCIA DE CELENDIN ASOCIACION UNION PERUANA DE LA UBICACION INSTALACIONES SANITARIAS \C6;11 -30.77807744167285 ESCALA LAMINA FECHA -30.77807744167285 5 5 5 5 5 5 DETALLE DE VIGA 0.80 1 d1/4" @.40 NPT. 0.00 0.45 4d3/8" 0.50 ANCLAJE DE COLUMNAS EN CIMIENTO CORRIDO bxt 0.50 .40 0.80 .20 ESC 1/25 .20 .10 SOBRECIMIENTO .10 .40 .30 .05 .05 S S S 0.35 CIMIENTO 0.80 0.45 NPT. 0.00 @ 3 HILADAS 2 ALAMBRES #8 C.C.3 ESC: 1/25 .15 .10 .15 .10 .15 C.C.2 ESC: 1/25 C.C.1 ESC: 1/25 .10 .10 .10 .10 .10 .10 .15 0.45 0.80 4d3/8" 1 d1/4"@.40 NPT. 0.00 .15 d NPT. 0.00 0.80 .50 ESC: 1/25 C..C.4 4d3/8" .15 .10 .25 1 d1/4" @.40 .10 .10 .10 0.80 .15 .50 NPT. 0.00 C.C.5 1 d1/4" @.40 4d3/8" ESC: 1/25 .10 .25 .10 CIMIENTO CORRIDO 1:10+30% PG. DETALLES DE CIMIENTOS C.C.1 C.C.1 C.C.5 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.5 \A1;4.12 \A1;4.02 \A1;4.00 \A1;4.00 \A1;4.00 \A1;3.90 \A1;5.00 \A1;3.25 \A1;3.83 \A1;3.85 \A1;3.92 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.76 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.77 \A1;0.24 \A1;0.87 \A1;0.15 \A1;1.86 \A1;0.15 \A1;0.74 \A1;5.00 \A1;0.15 \A1;4.00 \A1;0.25 \A1;3.75 \A1;0.25 \A1;1.11 \A1;1.04 \A1;1.61 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.77 \A1;0.25 \A1;0.88 \A1;0.15 \A1;0.86 \A1;1.74 \A1;0.15 \A1;0.15 \A1;3.97 \A1;0.28 \A1;3.75 \A1;0.25 \A1;3.75 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.74 \A1;0.25 \A1;3.77 \A1;0.25 \A1;0.88 \A1;0.16 \A1;2.59 \A1;0.15 \A1;0.74 \A1;0.40 \A1;3.85 \A1;0.15 \A1;3.01 \A1;2.65 \A1;4.96 \A1;3.74 \A1;3.74 \A1;3.74 \A1;4.00 \A1;3.97 \A1;4.00 \A1;3.83 \A1;3.92 \A1;3.85 \A1;3.25 \A1;0.15 \A1;0.15 \A1;3.74 \A1;4.12 \A1;0.25 \A1;3.76 \A1;4.02 \A1;0.25 \A1;0.25 \A1;3.75 \A1;3.75 \A1;0.28 \A1;0.25 \A1;3.75 \A1;1.61 \A1;1.04 \A1;1.11 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;5.00 \A1;2.65 \A1;3.01 \A1;3.85 \A1;5.00 \A1;3.77 \A1;4.00 \A1;3.74 \A1;4.00 \A1;0.25 \A1;0.25 \A1;1.86 \A1;3.90 \A1;0.87 \A1;0.24 \A1;0.15 \A1;0.74 \A1;0.15 \A1;3.77 \A1;3.77 \A1;3.74 \A1;3.74 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.59 \A1;0.86 \A1;0.88 \A1;0.88 \A1;0.25 \A1;0.25 \A1;0.16 \A1;0.15 \A1;1.74 \A1;0.74 \A1;0.15 \A1;0.15 \A1;0.40 \A1;4.96 \A1;0.15 \A1;3.99 \A1;4.02 \A1;3.99 \A1;4.10 \A1;1.09 \A1;2.58 \A1;0.80 \A1;0.45 \A1;0.50 \A1;bxt \A1;0.50 \A1;.40 \A1;0.80 \A1;.20 \A1;.20 \A1;.10 \A1;0.35 \A1;0.80 \A1;0.45 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;0.45 \A1;0.80 \A1;.15 \A1;0.80 \A1;.50 \A1;.15 \A1;.10 \A1;.25 \A1;.10 \A1;.10 \A1;.10 \A1;0.80 \A1;.15 \A1;.50 \A1;.10 \A1;.25 \A1;.10 \A1;0.84 \A1;0.59 \A1;0.13 \A1;0.37 \A1;0.55 \A1;0.24 \A1;0.25 \A1;0.38 \A1;0.17 \A1;0.39 \A1;0.13 \A1;0.04 \A1;0.24 \A1;0.02 \A1;0.49 \A1;0.49 \A1;0.02 \A1;0.24 \A1;0.04 \A1;0.13 \A1;0.39 \A1;0.17 \A1;0.38 \A1;0.25 \A1;0.24 \A1;R0.33 \A1;0.45 \A1;0.34 \A1;0.27 \A1;0.55 \A1;0.23 \A1;0.60 \A1;0.40 \A1;0.41 \A1;0.25 \A1;.45 \A1;0.20 \A1;0.23 \A1;0.56 \A1;0.06 \A1;0.68 \A1;0.22 \A1;0.20 \A1;0.09 \A1;0.21 \A1;2.21 SALON DE NINOS COMEDOR SALON DE RECEPCIONES SERV.HIG.MUJERES SER.HIG.HMBRES PASADIZO BAUTIS. DIACONOS S.PAST. COR0 PLATAFORMA NAVE DE TEMPLO OFIC.PASTORAL SALA DE MADRES HALL COCINA PASADIZO SALON DE NINOS SALON DE NINOS \C6;1 \C6;2 \C6;3 \C6;4 \C6;5 \C6;6 \C6;7 \C6;8 \C6;9 \C6;10 \C6;11 5 5 5 5 5 5 5 5 5 5 \C6;1 \C6;B \C6;C D F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DISTRIBUCION DE PLANTA A \fArial|b0|i0|c0|p34;B \fArial|b0|i0|c0|p34;B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \C3;2.10 1.00 1.00 \C3;2.10 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 \C3;2.10 1.00 V12 1.20 2.40 1.25 V12 1.20 2.40 1.25 2.40 1.25 V12 1.20 2.40 1.25 V12 1.20 2.40 1.25 V12 1.20 2.40 1.25 V12 1.20 2.40 1.25 V12 1.20 2.40 1.25 V12 1.20 1.42 1.65 V12 1.20 2.40 1.25 V12 1.20 1.20 2.40 V12 1.20 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 NPT + 0.15 PISO DE CELIMA 30X30 5 1.20 2.40 V12 1.20 1.20 2.40 V12 1.20 1.20 2.40 V12 1.20 1.20 2.40 V12 1.20 1.20 2.40 V12 1.20 5 1.42 1.65 V12 1.20 5 PISO DE CELIMA 30X30 SER.HIG.HMBRES NPT + 0.15 5 SALA DE MADRES NPT + 0.15 PISO DE CELIMA 30X30 5 5 5 5 IGLESIA ADVENTISTA DEL SETIMO DIA CONSTRUCCION DE TEMPLO EN CELENDIN-CAJAMARCA DISTRITO DE CELENDIN -DEPT. DE CAJAMARCA PERU GESSA INGENIEROS PROPIETARIO PLANO UBICACION LAMINA DIBUJO DISENO FECHA REVISADO DISTRIBUCION PLANTA UNICA ESCALA \fSansSerif|b0|i0|c2|p2;\C3;Ar 03 5 TEJAS DE ETERNIT COLOR VERDE SOBRE LOSA DE CONCRETO INCLINADO TANQU DE ETERNIT GRIS DE 1000 LTS. COMERCIAL MEDINA PLANCHA DE PLACA LAUMINO POLIESTIRENO , COLOR ACERO EN CAPAS DE 12mm CARPINTERIA DE MADERA EN VENTANAS CON VIDRIO COLOR BEIGE-REFLECTANTE ENCHAPE DE CERAMICO BEIGE A 45 GRADOS CARPINTERIA DE MADERA EN VENTANAS CON VIDRIO COLOR BEIGE-REFLECTANTE \fRomantic|b0|i0|c2|p2;ELEVACION DE FACHADA \fRomantic|b0|i0|c2|p2;CORTE A-A \fRomantic|b0|i0|c2|p2;CORTE B-B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TANQU DE ETERNIT GRIS DE 1000 LTS. COMERCIAL MEDINA CARPINTERIA DE MADERA EN VENTANAS CON VIDRIO COLOR BEIGE-REFLECTANTE ENCHAPE DE CERAMICO BEIGE A 45 GRADOS CARPINTERIA DE MADERA EN VENTANAS CON VIDRIO COLOR BEIGE-REFLECTANTE 5 5 5 5 5 5 5 S.PAST. NAVE DE TEMPLO OFIC.PASTORAL PASADIZO \C6;3 \C6;4 \C6;5 \C6;6 \C6;7 \C6;8 \C6;9 \C6;10 \C6;11 5 5 5 5 5 5 5 \C6;1 \C6;B \C6;C D F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DISTRIBUCION DE PLANTA 5 5 5 5 NPT + 0.15 PISO DE CELIMA 30X30 IGLESIA ADVENTISTA DEL SETIMO DIA CONSTRUCCION DE TEMPLO EN DISTRITO DE JAYANCA DISTRITO DE SUCRE -PROVINCIA DE CELENDIN CAJAMARCA -PERU ARQ LUIS LENGUA REG CAP 2558 PROPIETARIO PLANO UBICACION LAMINA DIBUJO DISENO FECHA REVISADO INSTALACIONES SANITARIAS ESCALA \fSansSerif|b0|i0|c2|p2;Es 01 ASOCIACION UNION PERUANA DE LA DISTRIBUCION DE PLANTA 5 5 5 5 5 5 5 5 5 F D \C6;C \C6;3 5 \C6;B \C6;1 5 5 5 5 5 \C6;4 5 5 \C6;5 5 \C6;6 5 PISO DE CELIMA 30X30 S.PAST. NPT + 0.15 5 5 5 5 5 5 5 5 5 5 5 5 \fSansSerif|b0|i0|c2|p2;Es 02 REVISADO CAJAMARCA -PERU ARQ LUIS LENGUA REG CAP 2558 DISENO DIBUJO 5 PROPIETARIO PLANO 5 5 5 5 5 5 5 5 \C6;7 5 5 \C6;8 NAVE DE TEMPLO 5 5 \C6;9 5 5 5 5 5 \C6;10 5 5 5 5 PASADIZO 5 5 5 5 5 5 5 5 5 5 5 5 OFIC.PASTORAL 5 5 5 5 5 CONSTRUCCION DE TEMPLO EN DISTRITO DE JAYANCA IGLESIA ADVENTISTA DEL SETIMO DIA DISTRITO DE SUCRE -PROVINCIA DE CELENDIN ASOCIACION UNION PERUANA DE LA UBICACION INSTALACIONES SANITARIAS \C6;11 5 ESCALA LAMINA FECHA 5 5 5 5 5 5 5 DETALLE DE VIGA 0.80 1 d1/4" @.40 NPT. 0.00 0.45 4d3/8" 0.50 ANCLAJE DE COLUMNAS EN CIMIENTO CORRIDO bxt 0.50 .40 0.80 .20 ESC 1/25 .20 .10 SOBRECIMIENTO .10 .40 .30 .05 .05 S S S 0.35 CIMIENTO 0.80 0.45 NPT. 0.00 @ 3 HILADAS 2 ALAMBRES #8 C.C.3 ESC: 1/25 .15 .10 .15 .10 .15 C.C.2 ESC: 1/25 C.C.1 ESC: 1/25 .10 .10 .10 .10 .10 .10 .15 0.45 0.80 4d3/8" 1 d1/4"@.40 NPT. 0.00 .15 d NPT. 0.00 0.80 .50 ESC: 1/25 C..C.4 4d3/8" .15 .10 .25 1 d1/4" @.40 .10 .10 .10 0.80 .15 .50 NPT. 0.00 C.C.5 1 d1/4" @.40 4d3/8" ESC: 1/25 .10 .25 .10 CIMIENTO CORRIDO 1:10+30% PG. DETALLES DE CIMIENTOS C.C.1 C.C.1 C.C.5 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.2 C.C.5

Language	Spanish
Drawing Type	Section
Category	Religious Buildings & Temples
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, cajamarca, cathedral, Chapel, church, DWG, église, elevations, igreja, kathedrale, kirche, la cathédrale, mosque, PERU, plants, section, sections, temple