LAINEZ
Architectural Technologist
EDUCATION
COLEGIO SALVADOREÑO INGLÉS AUGUST 2014 - MAY 2020
Highschool education.
HUMBER COLLEGE
JANUARY 2021- APRIL 2023
Diploma in Architecture Technology (3 years)
Primary subjects covered: Architecture design, BIM development of projects, hand drafting skills, 3d modeling, project detailing and Contract Administration
WORK EXPERIENCE
PROYECTOS LL
SEPTEMBER 2020 - FEBRUARY 2021
Collaborated in the development of architectural projects and participated in the schematic design for the creation of contract documents.
CHOCOYO ARCHITECTURE STUDIO MAY 2021 - DECEMBER 2021
Helped in the investigation and development of standardized Bim projects. Assisted architects and consultants in the production of contract documents.
SKILLS
HAND DRAFT LIGHTROOM PHOTOSHOP ILLUSTRATOR INDESIGN AUTOCAD
REVIT SKETCHUP BLENDER LUMION TWINMOTION ENSCAPE MS OFFICE
01 SDS ELECTRONICS 02 CITYSIDE MASS TIMBER 03 EL HOGAR HOUSING PROJECT 04 STACKED SHAPED FACTORY
01 SDS ELECTRONICS
The building incorporates many sustainable features. On the front, the brick facade has louvers that serve as sunshading devices for better thermal performance and add to the overall design of the building. Another feature that improves the energy efficiency of the building is the gravel roof located at the front and the green roof at the back. Moreover, the building has solar panels and motorized skylights at the back of the building, where the warehouse and assembly area are located.
SUSTAINABILITY
SDS Electronics is an industrial warehouse of two stories, designed with the employee in mind by incorporating resting and recreational areas. The running track lets people interact with the site and enjoy the scenery of the landscape. The pergola serves as a place where people can go during lunchtime or after work.
INTENT
02
MASS TIMBER
CITYSIDE
ISOMETRIC SECOND TO FIFTH FLOOR
2 Cityside is an office building with retail on the first level. The design of the building tries to break the traditional rectangular shape by extruding certain parts of the facade. The site has resting areas and a path walk that surrounds the building so people can enjoy the landscape. This building has many sustainable features. First of all, this is a mass timber construction, with a green roof and vertical gardens on the extruded parts of the building. The vertical louvers help to maximize thermal performance and to save energy.
ISOMETRIC FIRST FLOOR AND SITE
DESIGN
Drawn by Date Project number Consultant Address Address Phone Consultant Address Address Phone 4/7/2022 9:49:20 AM Unnamed 5 COLLEGE 12/17/2021 Author Checker
No.DescriptionDate
1
1 : 200 LEVEL 2 1 DN Scale Checked by Drawn by Date Project number Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax -mail Consultant Address Address Phone Fax -mail Consultant Address Address Phone Fax e-mail 1 : 200 7/20/2022 3:35:45 PM TYPICAL FLOOR PLAN 5 COLLEGE 12/17/2021 TREJO & LAINEZ Checker A101 1 200 TYPICAL FLOOR PLAN 1 VISUAL SCALE 1:200 @ 1ST FLOOR 20m 4m 16m 12m 8m 0m PROJECT NORTH TRUE NORTH No.DescriptionDate Scale Checked by Drawn by Date Project number Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail 1 : 125 7/20/2022 5:10:32 PM BUILDING SECTION & SOUTH ELEVATION 5 COLLEGE 12/17/2021 TREJO & LAINEZ Checker A105 1 125 SOUTH ELEVATION 1 1 125 A-A SECTION 2 No.DescriptionDate
03 EL HOGAR HOUSING PROJECT
El Hogar is a residential building with retail on the first level. The east and south of the building are the areas of most sun exposure. For that reason, those areas have windows and balconies to take advantage of the sun in the winter. For summer, the building has horizontal louvers that surround the east and part of the south of the building. In adittion, the balconies have vertical louvers that can be manually operable. To avoid projecting shadows on the surrounding buildings, the design incorporates podiums in the upper levels with setbacks of 45 degrees.
-Louis
“Even a brick want to be something“
Kahn
www.autodesk.com/revit Unnamed ROAD 11 WESTON No.DescriptionDate 1 : 125 SOUTH Project number No.DescriptionDate www.autodesk.com/revit Scale Checked by Drawn by Date Project number Consultant Address Address Phone FaxConsultant Address Fax1 : 100 4/13/2022 11:35:48 PM Unnamed 11 WESTON Checker A-14 No.DescriptionDate 1 100 Level 3 Copy 1 1 1 : 125 East 1
Level 1 0 Level 2 4500 Level 3 7600 Level 4 10700 Level 5 13800 7 3100 3100 3100 4500 200 3487 200 1830 1 8 3 0 1 8 3 0 500 FINISH GRADE 2% SLOPE ISOLATED STOREFRONT CURTAIN WALL 100 75 16 184 89 496 1 1 0 0 www.autodesk.com/revit Scale Address Address 1 : 25 4/4/2022 10:29:11 PM 2D & 3D SECTION ROAD 11 WESTON Monica Lainez A-10 No.DescriptionDate 1 : 25 WALL SECTION 1 500X500 REINFORCED CONCRETE COLUMN CONTINUOUS BLUE SKIN WATERPROOFING MEMBRANE 100 EXT. WYTHE OF FINISHED PRECAST CONCRETE W/ THIN BRICK FINISH BY SLENDERWALL® AND 12MM VERTICAL AND HORIZONTAL EXTERIOR WEATHER SEALANT WITH FOAM BACKEROD 75 RIGID BOARD INSULATION BLUESKIN WP 200 SELF ADHESIVE WATERPROOFING MEMBRANE 16MM DENSGLASS GOLD SHEATHING WITH 50MM OVERLAP IN BOTH DIRECTIONS 184MM STUD CAVITY W/ ROXUL BATT INSULATION R28 MEMBRAINTM CONTINUOUS AIR BARRIER & SMART VAPOUR RETARDER BY CERTAINTEED TAPED 89MM STUD AND SERVICE CAVITY WALL FILLED WITH ROXUL BATT INSULATION R14 2 LAYERS OF STACKED G.W.B. TYPE "X" FASTENED WITH SCREWS SEALANT AND BACKER ROD AS RAINSCREEN SEAL ALUMINUM CURTAIN WALL FRAME TILE FLOOR FINISH 2% MIN SLOPE TOWARD ROOF 24ga. SHEET METAL FLASHING TO SUPPORT AIR BARRIER MEMBRANE METAL PARAPET CAP PRESSURE TREATED WOOD BLOCKING WATER SHEDDING MEMBRANE CONNECTED TO PRECAST WYTHE WALL AS AIR BARRIER TYP. ASSEMBLY 150 GRAVEL 75 DRAINAGE 100 RIGID INSULATION EXTERIOR WEATHER SEAL AND BACKER ROD DRAINED AT VERTICAL SEALS BACKER ROD SEALANT AS RAINSCREEN CAST-IN-PLACE STEEL ANCHOR LEVELING SHIMS SHEAR CONNECTION CAST INTO PANEL INTERIOR SHADING DEVICE 1" SMOKE SEAL(AIR SEAL) AND FIRE STOP AT SLAB EDGE RAIN DRIP SLOTTED INSERT LATERAL CONNECTION OR OTHER SUITABLE ANCHORAGE AS DESIGNED BY PRECAST FABRICATOR TO MEET DESIGN REQUIREMENTS INSULATION FOAM STEEL STUDS SERVICE CAVITY STEEL STUDS 0 100 75 16 184 89 16 16 141 125 13 200 500 200 FINISH GRADE 2% SLOPE 100X100X10 CAST-IN-PLACE MEET DESIGN REQUIREMENTS 75 MM RIDGE BOARD INSULATION R15 AIR SEAL AT PANEL JOINT LINE OF EXT. WEATHER SEALOVER SHEATHING TAPED WITH 50 MM OVERLAP VERTICALLLY AND HORIZONTALLY 184MM STEEL STUDS WITH MEMBRAIN CONTINUOUS AIR BARRIER & SMART VAPOUR RETARDER LAYERS STAGGARED OF 16MM CONTINUOUS BLUE SKIN WATERPROOFING MEMBRANE 200MM CONC. SLAB ON GRADE COLUMN 500X500 REINFORCED CONCRETE COLUMN A H 100 75 184 89 16 16 200 496 Level 4500 100 75 16 184 89 16 16 496 200 250 A 752 1 10 LATERAL FOUNDATION WALL CONNECTION 1 1 10 SLAB BEARING CONNECTION 3 1 10 SUSPENDED SOFFIT 2 100 EXT. WYTHE OF FINISHED PRECAST CONCRETE W/ THIN BRICK FINISH BY SLENDERWALL® AND 12MM VERICAL 100 EXT. WYTHE OF FINISHED16MM DENSGLASS TAPED VERTICALLLY VERTICALLLY AND HORIZONTALLY ROXUL BATT INSULATION R28 184MM ROXUL & SMART VAPOUR RETARDER MEMBRAIN & SMART 89MM ST. STUD SERVICE CAVITY WALL FILLED W/ ROXUL BATT INSULATION 89MM ST. WALL FILLED 2 LAYERS INTTERIOR BASEBOARD RIGID INSULATION WRAPPING AROUND SLAB RAIN DRIP -CAST-IN-PLACE ANCHOR 1" SMOKE SEAL(AIR SEAL) AND SPRAY SMOKE AIR SEAL AND FIRE SHEAR CONNECTION CAST INTO PANEL WITH LEVELING SHIMS SEAL DRAINED AT VERTICAL JOINTS EXTERIOR WEATHER SEAL AND LEVELING SHIMS CAST 0 100 75 16 184 89 16 141 125 13 75 200 200 FINISH GRADE 2% SLOPE 1/2" CEMENT PARGING 100X100X10 CAST-IN-PLACE STEEL ANGLE 75 MM RIDGE BOARD INSULATION R15 100 EXT. WYTHE OF FINISHED PRECAST CONCRETE LINE OF EXT. WEATHER SEAL184MM STEEL STUDS WITH ROXUL BATT INSULATION R28 MEMBRAIN CONTINUOUS AIR BARRIER & SMART VAPOUR RETARDER LAYERS STAGGARED OF 16MM INTTERIOR FINISH G.W.B. TYPE "X" CONTINUOUS BLUE SKIN WATERPROOFING MEMBRANE 200MM CONC. SLAB ON GRADE 500X500 REINFORCED CONCRETE COLUMN A Level 3 7600 H 100 75 184 89 16 16 200 496 Level 2 100 75 16 184 89 16 16 496 200 250 75 400 75 A 752 www.autodesk.com/revit Checked by Drawn by Date Project number Consultant Address Address FaxAddress Phone -mail Address Phone -mail Consultant Address Address Fax1 : 10 4/14/2022 1:46:25 AM SECTIONS & DETAILS 0001 ROAD 11 WESTON 21/03/22 MONICA LAINEZ Checker A-08 No.DescriptionDate 1 10 LATERAL FOUNDATION WALL CONNECTION 1 1 10 SLAB BEARING CONNECTION 3 SPRAY FOAM INSULATION 1 10 SUSPENDED SOFFIT 2 PRECAST CONCRETE W/ THIN BRICK FINISH BY SLENDERWALL® AND 12MM VERICAL AND HORIZONTAL EXTERIOR WEATHER 100 EXT. WYTHE OF FINISHED PRECAST CONCRETE W/ THIN BRICK FINISH 75MM RIDGE BOARD INSULATIONTAPED WITH 50 MM OVERLAP VERTICALLLY AND HORIZONTALLY 184MM STEEL STUDS WITH ROXUL BATT INSULATION R28 MEMBRAIN CONTINUOUS AIR BARRIER & SMART VAPOUR RETARDER WALL FILLED W/ ROXUL BATT INSULATION 89MM ST. STUD SERVICE CAVITY WALL FILLED W/ ROXUL BATT INSULATION 2 LAYERS STAGGARED OF 16MM 2 LAYERS STAGGARED OF 16MM INTTERIOR FINISH G.W.B. TYPE "X" FASTENED W/ SCREWS SLOTTED INSERT LATERAL CONNECTION BASEBOARD TILE FLOOR FINISH AROUND SLAB RAIN DRIP -CAST-IN-PLACE ANCHOR 1" SMOKE SEAL(AIR SEAL) AND FIRE STOP AT SLAB EDGE SPRAY FOAM INSULATION AROUND CONNECTION ITEMS TO MANTAIN SMOKE AIR SEAL AND FIRE STOPPER AT END SLAB SHEAR CONNECTION CAST INTO PANEL WITH LEVELING SHIMS JOINTS EXTERIOR WEATHER SEAL AND BACKER ROD DRAINED AT LEVELING SHIMS CAST-IN-PLACE STEEL ANGLE Level 9 26200 31200 3 16 50 16 75 150 200 190 200 75 55 75 5000 Level 3 7600 6 7 0 32 89 184 16 100 150 200 900 150 Scale Checked by Drawn by Date Project number Address Phone FaxConsultant Address Address Phone -mail Consultant Address Address Phone -mail Address Phone Fax1 : 10 4/14/2022 1:49:41 AM SECTION & DETAILS 0001 ROAD 11 WESTON 21/03/22 MONICA LAINEZ Checker A-09 No.DescriptionDate 1 10 DOUBLE WYTHE P.C. BOTTOM BEARING AT MECH. RM 3 1 10 BALCONY SECTION DETAIL 6 200MM CONC. FLOOR SLAB BY SLENDERWALL® AND 12MM VERICAL AND HORIZONTAL EXTERIOR WEATHER SEALANT WITH FOAM BACKEROD WATERPROOFING MEMBRANE 16MM DENSGLASS GOLD SHEATHING 32 (2 LAYER) PLYWOOD STR. BLOCKING AND HORIZONTAL EXTERIOR WEATHER SEALANT WITH FOAM BACKEROD 75 RIGID BOARD INSULATION ROXUL BATT INSULATION R28 MEMBRAIN™ CONTINUOUS AIR BARRIER & SMART VAPOUR RETARDER BY CERTAINTEED TAPED SEALANT STRUCTURAL STIFFNESS TO THE RAILING DEVICE SHADING DEVICE CONTINUOUS RIGID PANEL UNDER TILE INSULATED R5 SLIDING ALUMINUM AND TRANSPARENCY CONTROLLED GLAZING Level 9 26200 3 50 16 75 150 200 190 200 75 55 75 439 5000 Level 3 7600 6 7 150 200 900 www.autodesk.com/revit Project number Consultant Address Address FaxAddress Phone -mail Address Phone -mail Consultant Address Address FaxSECTION & DETAILS 0001 ROAD 11 WESTON MONICA LAINEZ A-09 No.DescriptionDate 1 10 DOUBLE WYTHE P.C. BOTTOM BEARING AT MECH. RM 3 1 10 BALCONY SECTION DETAIL 6 200MM CONC. FLOOR SLAB 75mm RIGID INSULATION CONCRETE W/ THIN BRICK FINISH BY SLENDERWALL® AND 12MM VERICAL AND HORIZONTAL EXTERIOR WEATHER BLUESKIN WP 200 SELF ADHESIVE WATERPROOFING MEMBRANE 32 (2 LAYER) PLYWOOD STR. BLOCKING BY SLENDERWALL® AND 12MM VERICAL AND HORIZONTAL EXTERIOR WEATHER SEALANT WITH FOAM BACKEROD 184MM STUD CAVITY W/ ROXUL BATT INSULATION R28 MEMBRAIN™ CONTINUOUS AIR BARRIER & SMART TYPE "X"FASTENED WITH SCREWS SILICONE WEATHER SEALANT ANCHOR BOLTS TO PROVIDE STRUCTURAL STIFFNESS TO THE RAILING DEVICE RECTANGULAR BALLUSTERS POST TOP MOUNT OF SUN SHADING DEVICE INSULATED SUBFLOOR PANEL UNDER TILE INSULATED R5 SLIDING ALUMINUM AND TRANSPARENCY CONTROLLED SECOND 2
04 STACKED SHAPED FACTORY
The site presented the opportunity to connect and complete the existing mill. The preservation of the heritage of the site was imperative for the brief. An addition to the site is provided. The new intervention is detached and align to the centerline of the existing building to connect the main axis of the masses through landscaping visual cues. The condition of the detached new building is further embraced and developed with the material language present in the cladding: starting with traditional brick finish to insulated fiber cement panels present in contemporary construction. All to be terminated with a parametric second skin that creates a moment of immersion in the present and the future.
CLIENT DATE Community Centre XXXX 12/14/2022 1 : 450 Site 1
Level 1 100 Level 2 4200 Level 3 8400 ROOF 12600 A B C D E F G H I J K GRADE 0 Level 1 Level 2 Level 3 ROOF 12600 2200 PROJECT Alton Mills Community Centre A-11 ELEVATIONS Level 1 100 Level 2 4200 Level 3 8400 ROOF 12600 1 2 3 4 5 6 7 8 GRADE 0 Level 1 100 Level 2 4200 Level 3 8400 ROOF 12600 1 2 3 4 5 6 7 8 4200 2806 4200 4200 4100 GRADE 1100 4200 9300 1190 3100 755 3265 875 3300 1390 CW3 CW3 CW3 2000 9000 WOOD SLATS PERFORATED BRICK WALL 90 MM BRICK FACADE FINISH PRECAST CONCRETE SKYLIGHT SYSTEM GLASS FRAME 1 : 125 East 1
Level 1 100 Level 2 4200 Level 3 8400 BASEMENT -3750 ROOF 12600 C D E F G H I J K GALLERY 311 m² 101 116 m² 105 AREA ROOM 116 ROOM 303 ROOM 304 GRADE 0 196 m² 108 CORRIDOR 314 Level 1 100 Level 2 4200 Level 3 8400 BASEMENT -3750 ROOF 12600 1 2 3 4 5 6 7 8 4100 4200 4200 GLAZED WALL CURTAIN SYSTEM GLASS FRAME WITH CONDENSATE GUTTER 1 CHILDREN'S PLAYGROUND 104 SEATING AREA 102 STORAGE ROOM ROOM 80 m² INTERIOR 307 ADJACENTCORRIDOR 1700 3850 EXTERIOR WALL ASSEMBLY PLYWOOD SHEATHING 12.5mm GWB 16mm METAL STUDS 42 mm FILLED W/ "TYPE X" 3250 300 300 1200 300 3814 286 241 1196 4100 300 3814 286 550 3650 4560 300 5600 2000 ASSEMBLY 550 8210 1640 CLIENT PROJECT DRAWN BY CHECKED BY DATE SCALE (@ A1) TITLE 1 125 Alton Mills Community Centre XXXX LAINEZ Checker 02/24/23 A-13 SECTIONS 1 : 125 CROSS SECTION 1 1 125 LONGITUDINAL SECTION 2 Level 1 100 Level 2 4200 Level 3 8400 6 FOUNDATION -1400 GRADE 0 241 286 LIVE ROOF PLANTS (MIN. 95% SOIL COVERAGE) LIVEROOF ENGINEERED SOIL LIVEROOF MODULE 10 MIL PERMEABLE NON MOISTURE HOLDING SCRIM SHEET 75MM EXTRUDED POLYSTYRENE INSUL. 10 MIL IMPERMEABLE ROOF BARRIER SINGLE OR MULTI-PLY MEMBRANE ON 50 CONC. TOPPING ON 286 NLT SLAB 527 103 SHADOW BOX 13 PLYWOOD SHEATHING 16 GWB 42 METAL FURRING 16 GWB/ 2 LAYERS LOUVER BRAKETS C.W. ANGLE ANCHOR SYSTEM FIRE STOP RECLAIMED CEDAR PANEL SUN SHADING DEVICE 50 450 50 286 16 398 150 FIRE STOP CEILING HANGERS PEDESTALS 450 RAISED ACCESS FLOOR W/ ACCOUTIC MAT DOULE GLAZED SEALED UNIT 286 NLT SLAB SHADOW BOX 13 PLYWOOD SHEATHING 16 GWB 42 METAL FURRING 16 GWB/ 2 LAYERS 300 300 900 1400 100 RECLAIMED CEDAR PANEL SUN SHADING DEVICE 175 m² ART GALLERY 206 196 m² LIBRARY 108 Level 2 4200 ROOF 12600 E 80 m² INTERIOR GARDEN 307 300 965 175 200 8235 25 250 100 40 51 300 100 446 55 300 51 40 SKYLIGHT SYSTEM INSULATING CLEAR TEMPERD GLASS FRAME CEILING HANGERS 25MM AIR 12.5 PLYWOOD 184MM METAL STUDS W/ ROXUL BATT. 42MM METAL 32 LAYERS STAGGERED OF 5/8 "TYPE 303 FITNESS CENTRE PROJECT TITLE Alton Mills Community Centre WALL SECTIONS 1 : 20 WALL SECTION-CURTAIN WALL 1 1 : 20 WALL SECTION -PRECAST WALL 2 1 : 20 TYPICAL 3 LIVE ROOF PLANTS (MIN. 95% SOIL COVERAGE) LIVEROOF ENGINEERED LIVEROOF 10 MIL PERMEABLE NON MOISTURE SCRIM 75MM EXTRUDED POLYSTYRENE 10 MIL IMPERMEABLE ROOF SINGLE OR MULTI-PLY MEMBRANE ON 50 CONC. TOPPING ON 286 100 EXT. WYTHE OF FINISH PRECAST CONCRETE W/ STONE CLADDING FINISH AND 12MM VERTICAL AND HORIZONTAL EXTERIOR WEATHER SEALLANT WITH FOAM BACKEROD 75MM RIGID BOARD INSULATION WATERPROOFING MEMBRANE 16MM PLYWOOD 184MM STUD CAVITY W/ BATT INSULATION AIR BARRIER 42MM METAL STUD W/ BATT INSULATION & DOUBLE LAYER OF TYPE X GWB PARAPET 2% MIN. SLOPE PARAPET 2% MIN. SLOPE FLASHING ASPHALT TILE FINISH CONCRETE SLAB DAMPROOFING TO FIN. GRADE Level 1 100 Level 2 4200 Level 3 8400 FOUNDATION -1400 GRADE 0 PLANTS (MIN. 95% SOIL COVERAGE) ENGINEERED SOIL MODULE PERMEABLE NON MOISTURE HOLDING POLYSTYRENE INSUL. IMPERMEABLE ROOF BARRIER MULTI-PLY MEMBRANE TOPPING ON 286 NLT SLAB HANGERS PEDESTALS RAISED ACCESS FLOOR ACCOUTIC MAT NLT Level 2 4200 ROOF 12600 E 80 m² INTERIOR GARDEN 307 300 965 175 200 8235 25 250 100 40 51 300 100 446 55 300 51 40 SKYLIGHT SYSTEM INSULATING CLEAR TEMPERD GLASS FRAME Level 1 100 Level 2 4200 Level 3 8400 BASEMENT -3750 6 300 3398 16 400 286 244 286 50 450 50 2948 16 400 286 LIVE ROOF PLANTS (MIN. 95% SOIL COVERAGE) LIVEROOF ENGINEERED SOIL LIVEROOF MODULE 10 MIL PERMEABLE NON MOISTURE HOLDING SCRIM SHEET 75MM EXTRUDED POLYSTYRENE INSUL. 10 MIL IMPERMEABLE ROOF BARRIER SINGLE OR MULTI-PLY MEMBRANE ON 50 CONC. TOPPING ON 286 NLT SLAB 256 NLT SLAB 450 RAISED ACCESS FLOOR W/ ACCOUSTIC MAT CEILING HANGERS 150 400 16MM GWB 92MM METAL STUDS 16MM GWB 42MM METAL STUDS 2 LAYERS OF "TYPE X" GWB CEILING HANGERS 200 90MM BRICK 25MM AIR BARRIER 12.5 PLYWOOD SHEATHING 184MM METAL STUDS FILLED W/ ROXUL BATT. INSULATION 16MM GWB 42MM METAL STUDS 32 LAYERS STAGGERED OF 5/8 "TYPE X" GWB 116 m² RETAIL 105 303 m² FITNESS CENTRE 103 300 300 3250 235 m² MECHANICAL ROOM 116 ASPHALT TILE CONC. SLAB GLULAM CLIENT PROJECT DRAWN BY CHECKED BY DATE TITLE Alton Mills Community Centre XXXX LAINEZ Checker 02/24/23 A-14 WALL SECTIONS WALL 1 : 20 WALL SECTION -PRECAST WALL 2 1 : 20 TYPICAL WALL SECTION 3 LIVE ROOF PLANTS (MIN. 95% SOIL COVERAGE) LIVEROOF ENGINEERED SOIL LIVEROOF MODULE 10 MIL PERMEABLE NON MOISTURE HOLDING SCRIM SHEET 75MM EXTRUDED POLYSTYRENE INSUL. 10 MIL IMPERMEABLE ROOF BARRIER SINGLE OR MULTI-PLY MEMBRANE ON 50 CONC. TOPPING ON 286 NLT SLAB 100 EXT. WYTHE OF FINISH PRECAST CONCRETE W/ STONE CLADDING FINISH AND 12MM VERTICAL AND HORIZONTAL EXTERIOR WEATHER SEALLANT WITH FOAM BACKEROD 75MM RIGID BOARD INSULATION WATERPROOFING MEMBRANE 16MM PLYWOOD 184MM STUD CAVITY W/ BATT INSULATION AIR BARRIER 42MM METAL STUD W/ BATT INSULATION & DOUBLE LAYER OF TYPE X GWB PARAPET 2% MIN. SLOPE PARAPET 2% MIN. SLOPE FLASHING ASPHALT TILE FINISH CONCRETE SLAB DAMPROOFING TO FIN. GRADE CONC. COLUMN
CONTACT INFORMATION:
EMAIL: MONICA28071@GMAIL.COM
INSTAGRAM: @MONICA28071
PHONE NUMBER: (647) 425-7713
