berze residence specification clauses · project name berze residence ... fire alarm: drawings...

BERZE RESIDENCE4208 VARMOOR ROAD, NWCALGARY ALBERTA

CLIENT

NAME BELA & BOGLARKA BERZE

PERMANENT ADDRESS 4208 VARMOOR ROAD, NWCALGARY ALBERTA

TEMPORARY ADDRESS TBC

PHONE NUMBER

EMAIL BELA - [email protected] - [email protected]

ARCHITECTURALFIRM NAME PLACEWORKS DESIGN

MAILING ADDRESS 203, 1218 9TH AVENUE SECALGARY, ABT2G 0T1

CONTACT NAME CAM WOOLNOUGH

PHONE NUMBER 403-261-0092

EMAIL [email protected]

CONTRACTORFIRM NAME RYAN MURPHY CONSTRUCTION

MAILING ADDRESS SUITE 11, 1922 - 9TH AVE, SECALGARY, AB,T2G 0V2

CONTACT NAME KAREN RYAN

PHONE NUMBER 403-404-7926

EMAIL [email protected]

PROJECT INFORMATION

PROJECT NAME BERZE RESIDENCE

PROJECT NUMBER 1706

BUILDING SINGLE DETACHED DWELLING - RENO4208 VARMOOR ROAD NWCALGARY ALBERTA

LEGAL DESCRIPTION LOT 2BLOCK 46PLAN 5886 JK

DRAWING LISTARCHITECTURAL

A - 0.00 TITLE PAGE

A - 0.10 GENERAL / STRUCTURAL NOTES

A - 0.20 SCHEDULE

A - 1.00 SITE PLAN

A - 1.10 EXISTING PLAN MAIN FLOOR

A - 1.20 EXISTING PLAN SECOND FLOOR

A - 2.00 LOWER FLOOR PLAN

A - 2.10 MAIN FLOOR PLAN

A - 2.20 SECOND FLOOR PLAN

A - 3.00 PROPOSED SOUTH ELEVATION

A - 3.10 PROPOSED EAST ELEVATION

A - 3.20 PROPOSED NORTH ELEVATION

A - 3.30 PROPOSED WEST ELEVATION

A - 4.00 SECTION

A - 4.10 SECTION

A - 4.20 DETAILS

A - 5.00 WINDOW SCHEDULE

A - 5.10 WINDOW SCHEDULE

A - 7.00 MAIN FLOOR RCP

A - 7.10 SECOND FLOOR RCP

STRUCTURAL

-REFER TO BRAVURA ENGINEERING STRUCTURAL SET FOR INFO

all setting out to be checked on siteall levels must be checked on site and their datum confirmedthis drawing must be read in conjunction with the relevantspecification clausesany omissions or errors must be reported to the designer immediately

© copyright 2017. placeworks design. all rights reserved.

unit E, 1218 9 AV SE, Calgary. Alberta, T2G 0T1

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w. placeworksdesign.come. [email protected]

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- NOV 13, 2017 ISSUED FOR PRICING

ALL DIMENSIONS ARE TO THE STUDSALL DOOR AND WINDOW LINTELS TO BE 2PLY 2" X 10"(NOMINAL) UNLESS OTHERWISE STATED

STRUCTURAL DIMENSIONS ARE TO THE CTRS OF THE BEAM, JOIST ORCOLUMN ABSOLUTELY NO DEVIATION FROM THE TRUSS AND JOISTENGINEERS' DOCUMENTS WITHOUT PRIOR CONSENT.ANY ERRORS OR OMISSIONS MUST BE REPORTED TO THE DESIGNERIMMEDIATELY, PRIOR TO CONSTRUCTION USE IN CONJUNCTIONWITH TRUSS & JOIST ENGINEERS' DOCUMENTS ALL BEAM, COLUMNAND JOIST LAYOUTS ARE INTENT ONLY. REFER TO TRUSS & JOISTENGINEERS' DOCUMENTS FOR DETAILS REFER TO SE DOCUMENTSFOR ALL CONCRETE SPECIFICATIONS

1. THE CONTRACTOR SHALL EXAMINE THE SITE AND THE SUBSURFACEINVESTIGATION REPORT AND ACCEPT ALL CHARACTERISTICS ANDIRREGULARITIES OF THIS SITE.

2. UNDERPIN WHERE NECESSARY TO ANY EXISTING STRUCTURE ANDPROVIDE ALL BRACING, SHORING, ETC. TO SUPPORT ADJOINING SOIL, FLOORS, WALLS, ETC. AS REQUIRED TO RETAIN ALL WORK IN PLACEAND PREVENT ANY OVERSTRESSING OF THE STRUCTURE.

3. THE CONTRACTOR SHALL COOPERATE WITH ALL TESTING, INSPECTION,AND QUALITY CONTROL PERSONNEL REQUIRED ON THE SITE AND WILLPROVIDE CASUAL LABOUR FORCES AS REQUIRED TO ASSIST IN ALL THEFIELD REVIEW PROCEDURES. THE CONTRACTOR SHALL GIVEREASONABLE NOTICE TO THESE AGENCIES PRIOR TO REQUIRING THEIRSERVICES.

4. THE ENGINEER OR HIS REPRESENTATIVE WILL PROVIDE PERIODIC SITEREVIEWS FOR WORK SHOWN ON THESE DRAWINGS TO ASCERTAINWHETHER THE STRUCTURAL WORK IS IN GENERAL CONFORMANCE WITHTHE CONTRACT DOCUMENTS. THE SITE REVIEWS ARE NOT FOR THECONTRACTOR'S BENEFIT AND THE CONTRACTOR REMAINS FULLYRESPONSIBLE TO ENSURE THAT ALL STRUCTURAL WORK IS CARRIED OUTIN ACCORDANCE WITH THESE DRAWINGS AND ALL APPLICABLE CODES.

5. ALL REINFORCEMENT SHALL BE REVIEWED IN PLACE BY AREPRESENTATIVE OF THE ENGINEER, PRIOR TO PLACING CONCRETE. ALLREINFORCEMENT SHALL BE IN PLACE AND SECURED AT THE TIME OF THEREVIEW. PROVIDE 24 HOURS NOTICE PRIOR TO POURING.

6. BEFORE CONCEALING ANY STRUCTURAL ELEMENTS, PROVIDE MIN.48 HOURS NOTICE TO ENGINEER SO THE STRUCTURE CAN BE INSPECTEDBY A REPRESENTATIVE OF THE ENGINEER.

7. SLAB ON GRADE WILL SETTLE DUE TO BACKFILL DEPTH AND EXISTINGSOIL CONDITIONS. MINOR CRACKING OF SLAB ON GRADE IS EXPECTED.

GENERAL NOTES1. ALL WORK TO BE IN ACCORDANCE WITH ALBERTA BUILDING CODE 2014, ANDCOMPLY WITH ALL STATUES THEREIN.

2. READ THE CONSTRUCTION DRAWINGS IN CONJUNCTION WITH THE ARCH., MECH.,AND ELEC. DRAWINGS. REPORT ANY INCONSISTENCIES TO THE DESIGNER &STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

3. DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHOULD BE TAKEN FROM WRITTENDIMENSIONS ONLY.

4. A LICENSED PROFESSIONAL ENGINEER IS DESIGNATED BY RYAN MURPHYCONSTRUCTION.

5. ALL EXISTING DIMENSIONS, ELEVATIONS, AND EXISTING STRUCTURAL SYSTEMSSHOWN ON THE STRUCTURAL DRAWINGS ARE TO BE VERIFIED ON SITE PRIOR TOCONSTRUCTION, AND DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEERBEFORE PROCEEDING.

6. ALL SECTIONS, DETAILS, AND STATEMENTS ARE TYPICAL AND APPLY TO ALLSIMILAR SITUATIONS IN THE STRUCTURE.

7. DRAWINGS SHOW COMPLETED STRUCTURES ONLY. DESIGN AND PROVIDE ALLTEMPORARY BRACING FOR CONSTRUCTION LOADING CONDITIONS AND THESTABILITY OF THE STRUCTURE DURING CONSTRUCTION. DESIGN OF SHORING ANDTEMPORARY BRACING SHALL BE CARRIED OUT BY A PROFESSIONAL ENGINEERREGISTERED IN ALBERTA. CONSTRUCTION LOADS ON PERMANENT STRUCTURE SHALLNOT EXCEED DESIGN LOADS.

8. ALL TEMPORARY SAFETY GUARDS SHALL BE THE CONTRACTORS RESPONSIBILITY.

9. SUBMIT TO THE ARCHITECT FOR REVIEW 4 COPIES OF THE FOLLOWING SHOPDRAWINGS:

a) CONCRETE REINFORCINGb) ENGINEERED WOOD, BEAMS, AND COLUMNS

CONTRACTOR MUST PROVIDE SHOP DRAWINGS AND/OR CUT SHEETS FORPLACEWORKS DESIGN REVIEW AND APPROVAL FOR THE FOLLOWING ITEMS:

a) HVAC: DRAWINGS INDICATING HVAC DUCT, VENT/RETURN, AND CONTROL EQUIPMENT LOCATIONS. CUTS FOR ALL VISIBLE GRILLES,ACCESSORIES, AND CONTROLS INDICATING ITEM TYPE AND COLOR.

b) ELECTRICAL: CUTS FOR ALL SWITCHES, OUTLETS, EQUIPMENT,AND APPLIANCES, INCLUDING RELEVANT COVERS AND ACCESSORIES SHOWING ITEM TYPE AND COLOR.

c) PLUMBING: CUTS FOR ALL FIXTURES AND ACCESSORIES SHOWING ITEM TYPEAND COLOR.

d) FIRE ALARM: DRAWINGS INDICATING ALL FIXTURE LOCATIONS. CUTS FORALL FIXTURES SHOWING ITEM TYPE AND COLOR.

e) CABINETRY: SHOP DRAWINGS SHOWING ALL DIMENSIONS, CONSTRUCTIONMETHODS, FINISH & HARDWARE.

f) WINDOWS/DOORS: SHOP DRAWINGS SHOWING ALL WINDOW AND DOORELEVATIONS , DETAILS AND HARDWARE.

CAULKING NOTES:

1. CAULKING TO BE PROVIDED WHERE REQUIRED IN THE 2014 ALBERTA BUILDINGCODE ARTICLE 9.27.4.1

WALL SHEATHING NOTES:

1. ALL WALL SHEATHING TO CONFORM TO 2014 ALBERTA BUILDING CODE 9.23.16.

STRUCTURAL NOTES10. FULLY DETAIL SHOP DRAWINGS AND SHOW ALL INFORMATION NECESSARY FORFABRICATION AND INSTALLATION.

11. DO NOT COMMENCE FABRICATION UNTIL REVIEW OF RETURNED SHOPDRAWINGS.

12. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROMCOMPLIANCE WITH THE CONTRACT DOCUMENTS.

13. CONSTRUCTION MANAGER TO ARRANGE AND COORDINATE ALL INCOMINGAND OUTGOING ELECTRICAL AND MECHANICAL SERVICES FOR THE PROJECT.

14. VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE, PRIOR TO FABRICATION.

15. ALL DOORS AND WINDOWS SHOWN ON PLANS ARE NOMINAL SIZES, REFER TODOOR SCHEDULE AND WINDOW SCHEDULE FOR ACTUAL SIZES. CONFIRM ROUGHOPENING SIZE REQUIREMENT WITH MANUFACTURER. VERIFY EACH AND INDIVIDUALROUGH OPENING ON SITE PRIOR TO FABRICATION. PROVIDE BLOCKING ASREQUIRED AND AS PER MANUFACTURER'S RECOMMENDATION.

16. PROVIDE SOLID BLOCKING AS REQUIRED FOR FIXTURES ATTACHMENT(ARCHITECTURAL ITEMS- WASHROOM ACCESSORIES, HANDRAIL ETC. MECHANICALITEMS- FANS, THERMOSTAT, SPRINKLER HEADS, ETC. ELECTRICAL ITEMS- ALARMS,FIXTURES ETC.)

17. ALL APPLIANCES TO BE CONNECTED, INSTALLED, LEVELED, CENTERED IN THEOPENING PROVIDED, AND READY FOR OPERATION.

18. ALL CONSTRUCTION TO COMPLY TO ABC 2014 AND TO INDUSTRY/TRADESTANDARDS, MANUFACTURE'S RECOMMENDATIONS AND SPECIFICATION. PROVIDESHOP DRAWINGS AND OPERATING MANUALS.

19. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL INFORMATION.

20. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL INFORMATION.

21. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL INFORMATION.




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schedules

pitched roof assemblyexisting asphalt shinglesroofing membrane12" plywood roof sheathingroof trusses to be shored as per Structural Eng.R40 blown in insulation12" gypsum wallboard taped, mudded and sandedprovide insulation stops at all truss endsadd blocking at front upper wall to act as insulation stop

roof schedule

interior wall schedule

existing foundation wall1" air space2 X 4 studs @ 24" o.c.(sill plate to be PWF)batt insulationpoly vapour barrier1/2" gypsum wallboard mudded and taped

exterior wall schedule

cementitious siding colour to be determined1" IKO Ener Air exterior insulation (R6)tyvek® or similar. overlap minimum 4" at joints3/8" wood sheathing. min. 2mm gap between panels2" x 4" (nominal) existing wood studs at 24" on ctr (existing)roxul comfort batt R14 mineral-fibre insulation or similar to conform toCAN/ULC-S702-976mil polyethylene vapour barrier to comply with CAN/CGSB 51.33-M891/2" resilient channel5/8" gypsum wallboard taped mudded & sanded

1 coat primer and two coats paint12" gypsum wallboard, taped mudded and sanded2" x 4" (nominal) wood studs at 24" on ctr (as per drawings)12" gypsum wallboard, taped, mudded and sanded1 coat primer and two coats paint

R1

finish flooring as per specifications??subfloor??, glued and screwed??existing angled 5/8" slat subfloorexisting 2x8 floor joists, see Structural for reinforcement12" gypsum wallboard taped, mudded & sandedspray foam joist ends

floor schedule

(upper deck)decking as per specifications2 layers of waterproof continuous membrane ( min 6" return up wall)existing sheathing (patch and repair as nec.)flashing as required at overhangexisting joist system.

1 coat primer and two coats paint12" gypsum wallboard, taped mudded and sanded2" x 4" (nominal) wood studs at 24" on ctr (as per drawings)batt insulation12" gypsum wallboard, taped, mudded and sanded1 coat primer and two coats paintcementitious siding colour to be determined

1" IKO Ener Air exterior insulation (R6)tyvek® or similar. overlap minimum 4" at joints3/8" wood sheathing. min. 2mm gap between panels2" x 4" (nominal) existing wood studs at 24" on ctr (existing)roxul comfort batt R14 mineral-fibre insulation or similar to conform toCAN/ULC-S702-976mil polyethylene vapour barrier to comply with CAN/CGSB 51.33-M895/8" gypsum wallboard taped mudded & sanded


1 coat primer and two coats paint12" gypsum wallboard, taped mudded and sanded2" x 6" (nominal) wood studs at 24" on ctr (as per drawings)batt insulation12" gypsum wallboard, taped, mudded and sanded1 coat primer and two coats paint

new furring wall2" x 3" (nominal) wood studs at 24" on ctr (as per drawings)spray foam insulation12" gypsum wallboard, taped, mudded and sanded1 coat primer and two coats paint


**NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALLINTERIOR BEARING WALL, BEAM AND POSTREQUIREMENTS

**NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALLBRACING, SHORING, REINFORCEMENT ANDSUBFLOOR REQUIREMENTS

**NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALLBRACING, SHORING, REINFORCEMENTAND BEAM LOCATIONS

**NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALLHEADER, BEAM AND POST SIZE AND LOCATIONS




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DETAIL A: apply a horizontal strip of building membrane (min 250mm Wide) immediately before the sill and extend past each side of theopening a distance necessary to project beyond the vertical membrane to be applied. membrane to lap over window and extend 150mmon inside of wall furring

DETAIL B: apply a vertical strip of membrane at each side of opening and extend past the top and bottom of the opening a distanceequal to the width of the horizontal membrane. lap these strips over the first horizontal strip at the bottom. membrane to lap over thewindow jamb and extend to the inside face of the wall framing.

DETAIL C: install the window into the opening over the three strips of membrane by setting the nailing fin into a continuous bead of sealantwhich extends from the bottom left corner, up and across the head, and then down to the bottom right corner. DO NOT SEAT BOTTOMFLANGE. the sealant should be applied through the centerline of the nailing holes. apply a bottom horizontal strip of membrane over thebottom flange. apply both vertical strips of membrane over the side flanges. apply a top horizontal strip of membrane over the top flange.seal membrane to the full width of the nailing fins with a continuous bead of sealant. extend the horizontal strip of membrane slightly pastthe outer edges of the vertical strips of membrane.

DETAIL D: install the specified building paper horizontally, beginning at the bottom of the wall and proceeding upwards, lapping thecourses as specified. apply the building paper over the top, bottom and side strips of the membrane. ends of building paper lappingnailing fin shall be set in a continuous bead of sealant (stucco finish).

GENERAL WINDOW INSTALL SEQUENCEEXTERIOR WALL SHEATHING

WATERPROOF BUILDING MEMBRANEAS SPEC'D

WINDOW FRAME C/WNAILING FIN

DO NOT SEAL BOTTOM FLANGE OFWINDOW

BUILDING PAPER

WINDOWOPENING

WINDOWOPENING

WINDOWOPENING

WINDOWOPENING

DETAIL A DETAIL B

DETAIL C DETAIL D




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13 Steps @ 9.5"




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4 6

TOP OF WALL

TOP OF SECOND FLR

TOP OF MAIN FLR

TOP OF SLAB

75




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660 sqft siding coverage

TOP OF WALL

TOP OF SECOND FLR

TOP OF MAIN FLR

TOP OF SLAB

TOP OF WALL

TOP OF SECOND FLR

TOP OF MAIN FLR

TOP OF SLAB

1716




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910 11

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TOP OF WALL

TOP OF SECOND FLR

TOP OF MAIN FLR

TOP OF SLAB

1413

8

TOP OF WALL

TOP OF SECOND FLR

TOP OF MAIN FLR

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TOP OF WALL

TOP OF SECOND FLR

TOP OF MAIN FLR

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***NOTE - ALL WINDOWS AND DOOR ON THIS PAGE ARE TO FITIN WALL BUILD UP AS STATED BELOW. ALLOW FOR JAMB EXTENSIONSIN THE QUOTED PRICE. WINDOWS TO BE INSTALLED AT EXISTING HEIGHT

cementitious siding colour to be determined1" IKO Enerfoil exterior insulation (R3.1)tyvek® or similar. overlap minimum 4" at joints3/8" wood sheathing. min. 2mm gap between panels2" x 4" (nominal) existing wood studs at 24" on ctr (existing)roxul comfort batt R22 mineral-fibre insulation or similar to conform toCAN/ULC-S702-976mm polyethylene vapour barrier to comply with CAN/CGSB 51.33-M891/2" resilient channel5/8" gypsum wallboard taped mudded & sanded

3

4 5 6

1 2

7

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TOP OF SECOND FLR

TOP OF MAIN FLR

EXISITNG

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NOTE: ALL WINDOWS TO BE NAFS COMPLIANTNOTE: WINDOW MANUFACTURER TOCONFIRM EGRESS ON ALL BEDROOMWINDOW

upgraded glassupgraded glass upgraded glass

upgraded glassupgraded glass




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***NOTE - ALL WINDOWS AND DOOR ON THIS PAGE ARE TO FITIN WALL BUILD UP AS STATED BELOW.WINDOWS TO BE INSTALLED AT EXISTING HEIGHT

cementitious siding colour to be determined1" IKO Enerfoil exterior insulation (R3.1)tyvek® or similar. overlap minimum 4" at joints3/8" wood sheathing. min. 2mm gap between panels2" x 4" (nominal) existing wood studs at 24" on ctr (existing)roxul comfort batt R22 mineral-fibre insulation or similar to conform toCAN/ULC-S702-976mm polyethylene vapour barrier to comply with CAN/CGSB 51.33-M895/8" gypsum wallboard taped mudded & sanded

12

14

910 11

15

TOP OF WALL

TOP OF SECOND FLR

TOP OF MAIN FLR

TOP OF SLAB

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8

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NOTE: ALL WINDOWS TO BE NAFS COMPLIANT1716 NOTE: WINDOW MANUFACTURER TO

CONFIRM EGRESS ON ALL BEDROOMWINDOW

sire measure toconfirm size ofexisting opening

upgraded glass & standard glass option pricing

standard glass standard glass

standard glass

standard glassstandard glass

upgraded glass & standardglass option pricing

standard glassstandard glass




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berze residence specification clauses · project name berze residence ... fire alarm: drawings...

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