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RAINFOREST GLAZING770 DON MILLS ROAD, ONTARIO SCIENCE CENTRE - BUILDING C
01
A-0
LIST OF CONSULTANTS & DRAWING INDEX
LIST OF CONSULTANTS & DRAWING INDEXCLIENT
COLLIERS PROJECT LEADERS
5255 ORBITOR DRIVE, SUITE 101
MISSISSAUGA, ONTARIO
L4W 5M6
CONTACT: KASHIF MEMON
PROJECT MANAGER
PHONE (905) 624 - 3481
EMAIL [email protected]
DETAIL NUMBER
SHEET NUMBER
ABBREVIATION LEGEND
NOTE:
NOT ALL ABBREVIATIONS LISTED
ABOVE ARE USED IN THE
DRAWINGS. REFER TO PRODUCT
OR MATERIAL CODES FOR
ADDITIONAL ABBREVIATIONS.
A
ALUMN ALUMINUM
ANOD ANODIZED
ARCH ARCHITECT OR
ARCHITECTURAL
B
BD BOARD
BLDG BUILDING
C
CALK CAULKING
CL CENTRE LINE
CONT CONTINUOUS
C/W COMPLETE WITH
CJ CONTROL JOINT
D
DEMO DEMOLITION
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DIST DISTANCE
DWGS DRAWINGS
E
ELEC ELECTRIC
ELEV ELEVATION
EX EXISTING
ENTR ENTRANCE
EQUIP EQUIPMENT
EP ELECTRIC PANEL
ETR EXISTING TO
REMAIN
F
FF FINISHED FLOOR
G
GC GENERAL
CONTRACTOR
GL GLASS OR GLAZED
GALV GALVANIZED
GWB GYPSUM WALL
BOARD
I
INSUL INSULATION
INT INTERIOR
J
JST JOIST
K
KP KICK PLATE
L
LAB LABORATORY
M
MAX MAXIMUM
MECH MECHANICAL
MLWK MILLWORK
MIN MINIMUM
MISC MISCELLANEOUS
N
N NORTH
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O
O/C ON CENTRE
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
OWSJ OPEN WEB STEEL
JOIST
P
PT PAINT
PTN PARTITION
PERM PERMANENT
PERP PERPENDICULAR
PLAM PLASTIC LAMINATE
PLBG PLUMBING
POL POLISH
POLY POLYETHYLENE
PROJ PROJECT
Q
QTY QUANTITY
R
RAD RADIUS
REF REFERENCE
RE REFER TO
REINF REINFORCED
REQD REQUIRED
RESIL RESILIENT
REV REVISION
RND ROUND
RTU ROOF TOP UNIT
S
SAN SANITARY
SBO SUPPLY BY OTHERS
SD SOAP DISPENSER
SCWD SOLID CORE WOOD
SS STAINLESS STEEL
STD STANDARD
STRUCT STRUCTURAL
ST STAIN FINISH
STOR STORAGE
SUSP SUSPEND(ED)
SYST SYSTEM
SIM SIMILAR
T
TBD TO BE DETERMINED
TEL TELEPHONE
TEMP TEMPORARY
T/O TOP OF
TYP TYPICAL
U
UNO UNLESS NOTED
OTHERWISE
UTIL UTILITY
U/S UNDERSIDE
V
VAR VARIABLE
VNR VENEER
VIF VERIFY IN FIELD
VEST VESTIBULE
VR VAPOUR RETARDER
W
W WEST
WH WALL HUNG
W. GL. WIRE GLASS
WD WOOD
02
A-0
ABBREVIATION LEGEND
DRAWING SYMBOLS
00
A-0
00
A-00
1
2
3
4
00
A-0
01
R0-00
ELEVATION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
KEY NOTE
REVISION NUMBER
03
A-0
SYMBOLS LEGEND
DRAWING INDEX
ARCHITECTURAL
457 RICHMOND STREET WEST, SUITE 101
TORONTO, ON M5V 1X9
Contact: WILSON JUNG
Phone: (416) 340-7373 X22
Fax: (416) 340-0005
Email: [email protected]
A-0 COVER SHEET
A-1 SPECIFICATIONS
A-2 NORTH, SOUTH, EAST, WEST ELEVATIONS
AND SCOPE
A-3 DETAILS
05
A-0
BUILDING C LOCATION PLAN ON SITE
NTS
AREA OF WORK
06
A-0
BUILDING C ROOF PLAN - AREA OF WORK
NTS
AREA OF WORK
04A
A-0
EX. PHOTO OF RAINFOREST GLAZING AT ROOF LEVEL
NTS
04B
A-0
VIEW DOWN FROM ROOF LEVEL OF RAINFOREST GLAZING
NTS
AREA OF
WORK
DO
N M
IL
LS
R
OA
D
GATEWAY BLVD
AREA OF WORK
SNOW DECK
SNOW DECK
457 richmond st. w. suite 101
toronto ontario m5v 1x9
t 416.340.7373 f 416. 340.0005
hjarchitects.ca
A R C H I T E C T S I N C
H A N S O N J U N G
+
N
pro
ject n
orth
GENERAL NOTES
1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS IN THIS SET AND SHALL EXTEND TO
ANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THE COURSE OF THE WORK.
2. THE TERM GENERAL CONTRACTOR (GC) REFERS TO THE ENTITY CONTRACTED BY THE
OWNER'S REPRESENTATIVE TO INSTITUTE, COORDINATE AND COMPLETE THE DEMOLITION
AND CONSTRUCTION DESCRIBED HEREIN.
3. THE OWNER'S REPRESENTATIVE REFERS TO THE AGENT OF THE OWNER RESPONSIBLE FOR
THE IMPLEMENTATION AND FACILITY MANAGEMENT OF THIS PROJECT.
4. SUB-TRADES SHALL BE BOUND BY:
4.1. THE SAME TERM AS THE CONSTRUCTION AGREEMENT BETWEEN OWNER AND THE GC.
THE GC SHALL MAKE COPY OF AGREEMENT AVAILABLE TO SUBTRADES DURING
BIDDING.
4.2. THESE GENERAL NOTES EXCEPT WHERE SPECIFIC REFERENCE IS MADE TO THE
GENERAL CONTRACTOR (GC)
5. OCCUPATIONAL HEALTH AND SAFETY ACT:
THE GC SHALL BE RESPONSIBLE FOR ENSURING ALL WORK ON SITE IS CARRIED OUT IN
STRICT COMPLIANCE WITH THE PROVINCE OF ONTARIO OCCUPATIONAL HEALTH AND SAFETY
ACT (OHSA) AND SHALL ACT IN THE CAPACITY OF CONSTRUCTOR AS DEFINED IN THE OHSA.
6. AUTHORITIES HAVING JURISDICTION:
6.1. WORK IS TO BE PERFORMED IN ACCORDANCE WITH RULES AND REGULATIONS OF
AUTHORITIES HAVING JURISDICTION AND SHALL CONFORM TO ALL MUNICIPAL AND
PROVINCIAL CONSTRUCTION, SAFETY, SANITARY LAWS, CODES, STATUTES AND
ORDINANCES, WHETHER OR NOT SPECIFIED ON THE DRAWINGS.
6.2. WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH INCLUDE THE
OWNER/CONTRACTOR AGREEMENT, THE GENERAL CONDITIONS, THE DRAWINGS, AND
ALL ADDENDA AND MODIFICATIONS ISSUED BY THE ARCHITECT.
7. TEMPORARY UTILITIES:
7.1. PROVIDE ANY TEMPORARY UTILITIES OR SERVICES REQUIRED DURING THE COURSE OF
THE WORK.
7.2. FURNISH ALL TEMPORARY LIGHT AND POWER COMPLETE WITH ALL WIRING, LAMPS AND
SIMILAR EQUIPMENT, AS REQUIRED FOR THE COMPLETION OF THE WORK. REMOVE ALL
SUCH WORK UPON COMPLETION.
7.3. PERFORM CUTTING, PATCHING AND FITTING WORK THAT MAY BE REQUIRED TO MAKE
ALL PARTS COME TOGETHER PROPERLY, AND FIT TO RECEIVE OR BE RECEIVED BY
WORK OF OTHER CONTRACTORS.
8. BID SUBMISSION:
8.1. THE GENERAL CONTRACTOR AND SUB-TRADES SHALL, BEFORE SUBMITTING HIS BID,
REVIEW ALL PLANS AND SPECIFICATIONS AND VERIFY ALL GOVERNING DIMENSIONS AT
THE BUILDING. HE SHALL EXAMINE ALL ADJOINING WORK OR AREAS UPON WHICH THE
PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT. ANY VARIATIONS OR
DISCREPANCIES SHALL BE REPORTED, WITH ALL DUE EXPEDIENCY, TO THE ARCHITECT.
8.2. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN
EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOUR, EQUIPMENT, OR
MATERIAL REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN
FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED.
8.3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF
DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION.
8.4. ANY INFORMATION THAT IS REQUIRED BY CONTRACTORS THAT IS NOT SHOWN ON THE
DRAWINGS OR CONTAINED IN OTHER CONTRACT DOCUMENTS SHALL BE REQUESTED
FROM THE ARCHITECT THROUGH THE GENERAL CONTRACTOR.
8.5. THE GENERAL CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ARCHITECT A
CONSTRUCTION SCHEDULE UPON COMMENCEMENT OF WORK. INCLUDE FLOOR READY
DATE FOR THE INSTALLATION OF COMMUNICATIONS CABLES AND ANY OTHER
EQUIPMENT WIRING OR CABLING NOTED IN THE CONTRACT DOCUMENTS. DATES SHALL
BE INDICATED FOR SUBMISSION OF SHOP DRAWINGS ALLOWING A MINIMUM OF SEVEN
(7) WORKING DAYS FOR THE ARCHITECT TO REVIEW EACH SUBMISSION. THE SCHEDULE
SHALL INCLUDE ANTICIPATED SUBMISSION. THE SCHEDULE SHALL INCLUDE
ANTICIPATED DELIVERY DATES OF ALL MATERIALS OTHER THAN STANDARD AND
READILY AVAILABLE BUILDING MATERIALS.
8.6. THE GENERAL CONTRACTOR SHALL KEEP SUFFICIENT WORK STAFF ON THE JOB SITE
AT ALL TIMES TO PERFORM THE WORK TO MEET THE CONSTRUCTION SCHEDULE AND
IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, SOUND
BUSINESS PRACTICE AND THE BEST INTERESTS OF THE OWNER, BUILDING MANAGER
AND ARCHITECT.
8.7. SHOULD THE CONTRACTOR, BY HIS OWN DEFAULT, FAIL TO ADHERE TO THE
CONSTRUCTION SCHEDULE, HE SHALL, AT THE DISCRETION OF THE ARCHITECT,
PERFORM WORK IN PREMIUM TIME TO CONFORM WITH THE SCHEDULE AT NO
ADDITIONAL COST TO THE PROJECT. ANY EXPENSES AS MAY BE CAUSED BY SUCH
WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
8.8. COMPLY WITH THE RULES & REGULATIONS OF THE BUILDING AS TO HOURS OF
AVAILABILITY OF ELEVATORS AND/OR LOADING DOCKS FOR THE PURPOSES OF
DELIVERY AND ALSO AS TO THE MANNER OF HANDLING MATERIAL, EQUIPMENT AND
DEBRIS TO AVOID CONFLICT AND INTERFERENCE WITH NORMAL BUILDING OPERATION.
BUILDING IMPOSED ELEVATOR CHARGES ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
8.9. THIS SET OF DRAWINGS REPRESENT THE INTENT OF THE WORK. IT IS THE GENERAL
CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO CONDUCT A THOROUGH SITE
REVIEW DURING THE BIDDING STAGE TO ENSURE THAT ALL EXISTING CONDITIONS ARE
ACCOUNTED FOR. START OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS
WHERE EQUIPMENT, FIXTURES, RECEPTACLES ETC. ARE SHOWN IN GENERAL.
CONTRACTOR SHALL FURNISH AND INSTALL ALL CONNECTIONS, PIPES, PATHWAYS,
ACCESSORIES, ETC. TO COMPLETE THE INTENT OF THE WORK.
8.10. DRAWINGS IN THIS SET AND DESIGNS THEREON ARE THE PROPERTY OF THE
ARCHITECT AND CLIENT.
8.11. A REPRESENTATIVE OF THE GENERAL CONTRACTOR, AUTHORIZED TO DISCUSS THE
WORK SHALL BE ON THE JOB AT ALL TIMES THAT WORK IS IN PROGRESS.
11. PROTECTION:
EXERCISE CARE TO PROTECT BUILDING SYSTEMS AND FURNISHINGS FROM DAMAGE THAT
COULD OCCUR BECAUSE OF WORK UNDER THIS CONTRACT. CONTRACTORS SHALL PROVIDE
PROTECTION FOR EXISTING AREAS AND NEW WORK AREAS. ANY DAMAGES DUE TO THIS
WORK OR ACCIDENTS SHALL BE REPAIRED, REPLACED OR PATCHED AT THE DISCRETION OF
THE ARCHITECT. THE CONTRACTOR SHALL BEAR FINANCIAL RESPONSIBILITY FOR SUCH
DAMAGE & ANY WORK UNDERTAKEN TO CORRECT IT.
REFER TO FRONT END SPECIFICATIONS FOR DETAILS ON TEMPORARY CONSTRUCTION,
SCAFFOLD & HOARDING REQUIREMENTS.
12. CONSTRUCTION SCHEDULE:
12.1. UPON AWARD, PROVIDE DETAILED CONSTRUCTION SCHEDULE FOR CLIENT AND
CONSULTANT REVIEW AND APPROVAL. UPDATE CONSTRUCTION SCHEDULE ON A
WEEKLY BASIS. GC TO COORDINATE ALL SCHEDULE WITH CLIENT PRIOR TO CARRYING
OUT WORK.
13. CONSTRUCTION MEETING:
13.1. GC SHALL COORDINATE ALL CONSTRUCTION MEETINGS. PROVIDE TABLE AND CHAIRS
AS REQUIRED FOR MEETING.
14. CONSTRUCTION MEETING MINUTES:
14.1. GC WILL BE RESPONSIBLE FOR TAKING MINUTES AND RECORDING ALL CONSTRUCTION
MEETING MINUTES.
14.2. GC WILL CHAIR AND COORDINATE MEETING AND PROVIDE COPIES OF MINUTES AT ALL
MEETINGS. DISTRIBUTE MEETING MINUTES A MINIMUM 2 DAYS BEFORE EACH MEETING.
15. INVOICING PROCEDURES:
15.1. AS PART OF THE INVOICE SUBMITTAL PROCEDURE, PROVIDE DETAILED BREAKDOWNS
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
15.1.1. GENERAL CONDITIONS
15.1.2. BONDING
15.1.3. DEMOLITION
15.1.4. EQUIPMENT
15.1.5. SCAFFOLDING
15.1.6. ENGINEERING
15.1.7. SUPPLY OF GLAZING
15.1.8. INSTALLATION OF GLAZING
15.1.9. PROVIDE ANY ADDITIONAL BREAKDOWNS AS REQUIRED BY THE CONSULTANT.
16. CLOSE OUTS, WARRANTIES AND O&M MANUALS:
16.1. AT PROJECT COMPLETION, PROVIDE GC WARRANTY FOR 1 YEAR ON THE OVERALL
PROJECT, AND EXTENDED WARRANTY OF TEN YEARS ON SUPPLY AND INSTALLATION
OF ALL GLAZING AND ASSOCIATED COMPONENTS.
16.2. PROVIDE O & M MANUALS IN HARD COPY FORMAT AS PER SPECIFICATIONS.
16.3. PROVIDE SOFT COPY OF CLOSE-OUTS TO CONSULTANT.
17. AS-BUILTS:
17.1. AT PROJECT COMPLETION, GC SHALL PROVIDE MARKED UP SET OF RED LINE AS BUILTS
DENOTING ANY CHANGES DURING CONSTRUCTION AS THE FINAL SET OF RECORD
DOCUMENTS.
18. SHOP DRAWINGS/SUBMITTALS:
THE FOLLOWING SUBMITTALS SHALL BE PROVIDED AS PART OF THIS PROJECT WITHIN
THE FIRST WEEK OF PROJECT AWARD:
18.0.1.1. ENGINEERED GLAZING SHOP DRAWINGS
18.0.1.2. ENGINEERED SCAFFOLD SHOP DRAWINGS
18.0.1.3. ENGINEERING REVIEW OF PROPOSED CONSTRUCTION METHODOLOGY
18.0.1.4. GLAZING SAMPLE TO ILLUSTRATE INSULATED GLASS UNIT AND TEMPERED UNITS
AS SPECIFIED FOR REVIEW / SIGN OFF
18.0.1.5. STRUCTURAL SILICONE INFO
18.0.1.6. MULLION PROFILE AND FINISH INFO / SHOP DRAWINGS
18.0.1.7. HOARDING SHOP DRAWINGS
18.0.2. ENGINEERED SHOP DRAWINGS FOR WINDOWS SHALL BE STAMPED AND SEALED BY
AN ENGINEER LICENSED TO PRACTICE IN THE PROVINCE OF ONTARIO. WINDOW
SHOP DRAWINGS SHALL COMPLY WITH ALL OBC REQUIREMENTS. THE GC SHALL
SITE VERIFY ALL GLAZING SIZES PRIOR TO PRODUCTION OF SHOP DRAWINGS.
PRODUCE DRAWINGS BASED ON SITE VERIFIED FIELD DIMENSIONS. THE GC SHALL
SITE SURVEY THE ENTIRE RAINFOREST GLAZING STRUCTURE TO IDENTIFY ANY
ADDITIONAL GLAZING/FRAMING DAMAGE.
18.0.3. ENGINEERED SCAFFOLD SHOP DRAWINGS SHALL BE STAMPED AND SEALED BY AN
ENGINEER LICENSED TO PRACTICE IN THE PROVINCE OF ONTARIO. SHOP DRAWINGS
SHALL COMPLY WITH ALL LOCAL HEALTH AND SAFETY REQUIREMENTS. SAMPLES,
MANUFACTURER'S LITERATURE AND MATERIALS LISTS SHALL BE SUBMITTED IN
TRIPLICATE (3), PROPERLY LABELLED AND IDENTIFIED.
18.0.4. THE GC SHALL REVIEW ALL PROPOSED CONSTRUCTION METHODS AND ROOF
LOADING WITH THEIR ENGINEER AND ACQUIRE APPROVAL FROM THE ENTIRE THAT
PROPOSED CONSTRUCTION METHODS WILL NOT IMPACT THE EXISTING BUILDING
STRUCTURE / INTEGRITY.
18.0.5. SAMPLES MUST BE SUBMITTED BY THE CONTRACTOR ONLY.
18.0.6. SAMPLES WHICH HAVE BEEN REJECTED MUST BE RESUBMITTED AS SOON AS
POSSIBLE AFTER NOTIFICATION OF THE REJECTION AND SHALL BE MARKED
'RESUBMITTED SAMPLE' IN ADDITION TO THE OTHER INFORMATION REQUIRED ON
THE LABEL.
18.0.7. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL MATERIALS
INDICATED IN THE SPECIFICATIONS.
18.1. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DELAY IN THE PROGRESS OF
THE WORK WHICH MAY BE DUE TO HIS FAILURE TO SEQUENCE THE SUBMITTAL AND
ORDERING PROCESS. THE TIME FOR THE COMPLETION OF HIS CONTRACT WILL NOT BE
EXTENDED ON ACCOUNT OF HIS FAILURE TO SUBMIT SAMPLES AND SHOP DRAWINGS
PROMPTLY IN STRICT ACCORDANCE HEREWITH.
18.2. ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY
RESPECT UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT
SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND
INSTRUCTIONS, UNLESS OTHERWISE NOTED.
18.3. ALL BUILDING MATERIALS STORED ON SITE ARE TO REMAIN IN THE MANUFACTURER'S
SEALED CONTAINERS OR PACKAGING SYSTEM UNTIL USE. FOLLOW MFGR'S
INSTRUCTIONS FOR HANDLING, STORING, UNPACKING, PROTECTING AND INSTALLING.
STORE MATERIALS IN LOCATION PER DIRECTION OF OWNER'S REP. GC SHALL TAKE
CARE NOT OF OVERLOAD THE EXISTING BUILDING STRUCTURE - SHALL REQUEST
APPROVAL VIA THE OWNER'S AGENT FOR STORAGE OF MATERIALS AND LOCATIONS.
18.4. THE GENERAL CONTRACTOR SHALL SUPPLY TO THE ARCHITECT, PRIOR TO
COMMENCING WORK, A LIST OF ALL SUB-CONTRACTORS. SAID LIST SHALL INCLUDE THE
NAME OF THE PRINCIPAL CONTACT, AND THE ADDRESS AND PHONE NUMBER OF EACH
SUB-CONTRACTOR.
18.5. PROVIDE ALL LABOUR AND MATERIALS NECESSARY TO EXECUTE ALL THE WORK AS
SHOWN IN THE CONTRACT DOCUMENTS WITH THE EXCEPTION OF THOSE ITEMS NOTED
AS SEPARATE CONTRACTS OR 'N.I.C.'. HE SHALL BE RESPONSIBLE FOR COORDINATING
HIS WORK WITH THAT OF ALL OTHER TRADES INCLUDING THOSE OPERATING UNDER
SEPARATE COVER WITH THE LANDLORD, OWNER, TENANT, BUILDING MANAGEMENT OR
ARCHITECT.
18.6. SHOULD THE DRAWINGS DISAGREE IN THEMSELVES OR WITH THE SPECIFICATIONS OR
SHOULD THE SPECIFICATIONS DISAGREE IN THEMSELVES, THE BETTER QUALITY OR
GREATER QUANTITY OF WORK OR MATERIALS SHALL BE ESTIMATED UPON, AND THE
ARCHITECT NOTIFIED BEFORE PROCEEDING. THE GENERAL CHARACTER OF THE DETAIL
WORK IS SHOWN ON THE DRAWINGS BUT MINOR MODIFICATIONS MAY BE MADE BY THE
ARCHITECT.
19. SUBSTITUTES OR APPROVED ALTERNATES:
19.1. THE GC MAY SUBMIT SUBSTITUTES OR ALTERNATES FOR THE CONSULTANT'S
CONSIDERATION ONLY DURING THE BIDDING PERIOD.
19.2. TO REQUEST A SUBSTITUTE PRODUCT OR APPROVED ALTERNATE, THE GC SHALL
SUBMIT THE FOLLOWING INFO ONE WEEK PRIOR TO BID CLOSING FOR CONSULTANT
REVIEW: ALL PRODUCT CUT SHEET INFO AND SPECIFICATIONS DEMONSTRATING
EQUIVALENT PERFORMANCE TO THOSE SPECIFIED IN THE CONTRACT DOCUMENTS. ALL
MSDS INFO. ALL WARRANTY INFO.
19.3. ADDITIONAL COSTS FOR ANY SUBSTITUTES AND APPROVED ALTERNATES SHALL NOT
BE EXTRA TO THE PROJECT - PROVIDE ANY NECESSARY CREDITS FOR LESS
EXPENSIVE PRODUCTS THAN THOSE SPECIFIED AT THE REQUEST OF THE
CONSULTANT.
19.4. NO SUBSTITUTES OR APPROVED ALTERNATES WILL BE CONSIDERED DURING THE
CONSTRUCTION PERIOD DUE TO THE ACCELERATED SCHEDULE.
20. PRODUCTS:
INSTALL ALL PRODUCTS IN STRICT CONFORMANCE WITH MANUFACTURER'S
INSTALLATION INSTRUCTIONS / REQUIREMENTS. ENGAGE MANUFACTURER TO REVIEW SITE,
AS REQUIRED, TO REVIEW SUBSTRATE CONDITIONS FOR PREP RECOMMENDATIONS.
ALL PRODUCTS SHALL BE PROVIDED AS SPECIFIED IN THE TENDER DOCUMENTS.
21. CLEANING:
21.1. AT THE END OF EVERY WORK SHIFT, THE GC SHALL RETURN THE GLAZING AREA BACK
TO NORMAL AND TEMPORARILY SEAL ANY OPENINGS IN THE GLAZING WITH SECURED
PLYWOOD.
21.2. KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH
CAUSED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS FOR
REMOVAL TO SUCH METHODS AS MAY BE AGREEABLE WITH THE LANDLORD. THE
PROJECT SHALL BE LEFT CLEAN AND CLEAR, TO THE SATISFACTION OF THE ARCHITECT
AND THE DISPOSITION OF ALL SALVAGED MATERIALS IS TO BE CLEARED WITH THE
ARCHITECT PRIOR TO REMOVAL. THE PREMISES IS TO BE SWEPT CLEAN DAILY OF
RELATED CONSTRUCTION DEBRIS.
21.3. GENERAL CONTRACTOR SHALL THOROUGHLY VACUUM CLEAN ALL AREAS AFTER THE
INSTALLATION IS COMPLETED, AND SHALL MAINTAIN THOSE CONDITIONS UP UNTIL THE
OWNER'S OCCUPANCY.
21.4. UPON FINAL COMPLETION OF CONSTRUCTION, GC IS TO CLEAN THE CONSTRUCTION
AREA BY MEANS OF A STANDARD HOUSEKEEPING COMPANY APPROVED BY THE
OWNER'S REPRESENTATIVE.
21.5. MAKE ALL FINAL CONNECTIONS AND OPERATE ANY EQUIPMENT TO THE EXTENT
NECESSARY TO DETERMINE IF THE CONNECTION IS PROPERLY MADE. COMPLY WITH
ALL APPLICABLE CODES AND STANDARDS. ANY SYSTEM FOUND TO BE FAULTY IS TO BE
PUT IN SATISFACTORY OPERATING CONDITION.
21.6. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
WHO WILL COMPILE A 'PUNCH LIST' OF CORRECTIONS & UNSATISFACTORY AND/OR
INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT ON THE COMPLETION OF
THESE ITEMS.
22. TERMS AND DEFINITIONS:
22.1. 'TYPICAL' OR 'TYP.' MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS
OTHERWISE NOTED.
22.2. 'SIMILAR' OR 'SIM.'MEANS COMPARABLE CHARACTERISTICS FOR THE ELEVATION OR
DETAIL NOTED. VERIFY DIMENSIONS AND ORIENTATION OF PLAN.
22.3. THE USE OF THE WORD 'PROVIDE' OR 'PROVIDED' IN CONNECTION WITH ANY ITEM
SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE
FURNISHED AND INSTALLED AND CONNECTED WHERE SO REQUIRED.
23. LAYING OUT WORK:
23.1. DIMENSIONS NOTED 'CLEAR' OR 'CLR' ARE MINIMUM REQUIRED. DIMENSIONS AND
CLEARANCE MUST BE ACCURATELY MAINTAINED. NO DEVIATIONS FROM THESE
DIMENSIONS WILL BE ALLOWED WITHOUT THE APPROVAL OF THE ARCHITECT.
DIMENSIONS ARE FACE OF SHEETROCK, FACE OF PANELS AND FACE OF WALLS,
UNLESS OTHERWISE NOTED.
23.2. THE CONTRACTOR AND SUB-CONTRACTORS SHALL COORDINATE THE LAYOUT AND
EXACT LOCATION OF ALL ELECTRICAL/TELEPHONE/COMMUNICATIONS OUTLETS,
DOORS, PARTITIONS AND LIGHT SWITCHES WITH THE ARCHITECT BEFORE PROCEEDING
WITH CONSTRUCTION.
23.3. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY
AND ALL MECHANICAL, ELECTRICAL, TELEPHONE, LIGHTING, PLUMBING AND SPRINKLER
EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT), AND THAT ALL
REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT
ARE PROVIDED.
23.4. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL REFRAIN
FROM ACTIONS THAT COULD LEAD TO THE FILING OF A CLAIM OF LIEN AGAINST THE
ARCHITECT BY SUB-CONTRACTORS OR SUPPLIERS OF MATERIALS, LABOUR, SERVICE
OR EQUIPMENT OR ANY OTHER INDIVIDUAL OR COMPANY SO ENTITLED UNDER
GOVERNING LAWS AND REGULATIONS UNLESS HE CAN SHOW REASONABLE AND
JUSTIFIABLE CAUSE.
23.5. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED DURING CONSTRUCTION.
TEMPORARY MEANS OF EGRESS SYSTEMS AND FACILITIES MAY BE USED WHEN
APPROVED BY THE FIRE CODE OFFICIAL.
DEMOLITION GENERAL NOTES
40. PRIOR TO REMOVALS OF GLAZING, GC SHALL HOARD OFF ALL AREAS BELOW THE GLAZING
AREA (FROM THE EXHIBIT BELOW) FROM ACCESS. TAKE CARE TO PROTECT ALL EXISTING
VEGETATION IN THE RAINFOREST GLAZING. REFER TO SPECIFICATIONS FOR DETAILED
REQUIREMENTS.
41. SELECTIVELY REMOVE ALL GLAZING / COMPONENTS AS NOTED IN THE CONTRACT
DOCUMENTS. REMOVE ALL EXISTING MULLION CAPS, SILICONE, FINISHES, GLAZING,
OBJECTS, ETC AS REQUIRED TO FACILITATE ALL PROPOSED WORK. MAKE GOOD ALL
DAMAGED COMPONENTS / FINISHES AND REPLACE TO MATCH EXISTING. REINSTATE ALL
ITEMS BACK TO ORIGINAL CONDITION WHEN WORK IS COMPLETE. WHERE SILICONE IS
REPLACED, PROVIDE NEW STRUCTURAL SILICONE TO MATCH EXISTING IN FINISH, COLOUR,
DENSITY, STRENGTH AND TYPE. PROFILE TO MATCH EXISTING.
42. DURING REMOVALS, GC SHALL PROTECT ALL OPENINGS VIA SECURED PLYWOOD SHEETING.
43. TAKE CARE TO PROTECT ALL EXISTING GLAZING AND FINISHES DURING THE COURSE OF ALL
WORK.
44. FURNISH ALL LABOUR AND MATERIALS / EQUIPMENT AS REQUIRED TO COMPLETE
DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.
45. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM
EMANATING FROM DEMOLITION/ CONSTRUCTION AREA, KEEP AREA CLEAN.
46. REMOVE FROM THE SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH AND
OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.
47. DEBRIS REMOVAL MUST BE PERFORMED AS PER THE BUILDINGS RULES AND REGULATIONS
FOR SCHEDULING THE USE OF THE ELEVATOR, REMOVALS, ETC. CONTACT THE BUILDING
MGMT. OFFICE TO OBTAIN SCHEDULE FOR THE USE OF THE ELEVATOR(S) PRIOR TO
SUBMITTING BID. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH
BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES.
48. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN
QUESTION WITH THE ARCHITECT BEFORE PROCEEDING.
49. COSTS ASSOCIATED WITH ALL REMOVALS AND DISPOSAL SHALL BE CARRIED BY THE GC
UNDER THIS CONSTRUCTION CONTRACT.
50. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS
AT NO ADDITIONAL COST TO THE OWNER.
51. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN
"BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE
DISCARDED PROPERLY OR RELOCATED TO STAGING AREA IF DETERMINED TO BE REUSED.
52. AT PROJECT COMPLETION, ENGAGE IN THE SERVICES OF A PROFESSIONAL CLEANING
COMPANY TO CLEAN ALL AFFECTED ROOMS INCLUDING ALL FURNITURE.
53. FURNISH A SYSTEM OF TEMPORARY LIGHT AND POWER IN THE SPACE DURING
CONSTRUCTION AS REQUIRED.
54. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE, IF
REQUIRED.
55. FOR ALL ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, CONTRACTOR SHALL
VERIFY AND DOCUMENT, IN WRITING, THE CONDITION AND FUNCTIONALITY OF THE ITEM(S)
PRIOR TO REMOVAL ANY DAMAGE TO ITEM(S) NOT DOCUMENTED SHALL BE REPAIRED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
56. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE
CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR
LOBBY, CORRIDORS, STAIRWELLS, RESTROOMS. REFINISH TO MATCH EXISTING ADJACENT
FINISH, OR AS NOTED HERIN.
57. COMPLY WITH APPLICABLE LOCAL, PROVINCIAL AND MUNICIPAL CODES AND REGULATIONS
PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.
58. ALL EXITS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION, AND EGRESS
PATHS SHALL BE CLEAR OF DEBRIS.
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SPECIFICATIONS
CONSTRUCTION GENERAL NOTES
60. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS
SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT.
PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS.
61. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S)
OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION OF THE LAYOUT, NOTIFY THE
ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO
PARTITION INSTALLATION.
DIVISION 08 : GLAZING
1.1. AGC GLAZING CONTACT: JEFF DEWAAL (416) - 624 - 9428
1.2. SAFETY GLASS - LABEL TEMPERED AND LAMINATED SAFETY GLASS WITH PERMANENT
MANUFACTURER'S LABEL VISIBLE ON EACH LITE WITH THE SGCC CERTIFICATION MARK
FOR SAFETY GLASS IN COMPLIANCE WITH CPSC 16 CFR 1201 CAT 1 OR CAT 11, OR ANSI
Z-97.1.
1.3. ALL GLAZING TO COMPLY WITH ALL OF THE FOLLOWING STANDARDS:
1.3.1. ASTM E2190-10 INSULATING GLASS UNIT PERFORMANCE AND EVALUATION
STANDARD REQUIREMENTS.
1.3.2. CGSB CAN/CGSB-12.1-M90 TEMPERED OR LAMINATED SAFETY GLASS STANDARD
1.3.3. CGSB CAN/CGSB-12.8-97 INSULATING GLASS UNITS STANDARD
1.3.4. CAN/CGSB-12.20-M89 STRUCTURAL DESIGN OF GLASS FOR BUILDINGS
STANDARD
1.4. STRUCTURAL SILICONE SEALANT AT BUTT-JOINTS IN GLASS TO MATCH EXISTING IN
THICKNESS, COLOUR, PROFILE AND FINISH.
1.5. PROVIDE ALL NECESSARY BUTYL TAPE, SEALANT AND SILICONE AS REQUIRED TO
CARRYOUT ALL PROPOSED WORK.
1.6. GC TO DISENGAGE ALL EXISTING ACTUATOR CONNECTIONS ON GLAZING. LEAVE
DISENGAGED FOR RECOMMISSIONING BY CLIENT'S VENDOR.
1.7. SHOP DRAWINGS - SUBMIT ENGINEERED SHOP DRAWINGS FOR ALL GLAZING AND
INDICATE EXTRUSION PROFILES, METHOD OF ASSEMBLY AND ANCHORAGE, LOCATIONS
OF EXPOSED FASTENERS, GLAZING, FINISHES, AND LOCATION OF SEALANT.
1.8. EXTENDED WARRANTY - WARRANTY PERIOD OF 10 YEARS.
1.9. COMMENCEMENT OF WARRANTY - SUBSTANTIAL PERFORMANCE OF THE WORK.
1.10. THERMAL STRESS ANALYSIS - SUBMIT THE RESULTS OF A THERMAL STRESS ANALYSIS
FOR GLAZING. IDENTIFY GLAZING WHICH CAN BE EXPECTED TO FAIL UNDER SERVICE
CONDITIONS AND SUBMIT RECOMMENDATIONS FOR RESOLUTION OF PROBLEM TO
AVOID GLAZING FAILURE.
1.11. ENVIRONMENTAL REQUIREMENTS - GLAZE ONLY WHEN THE AMBIENT AND SURFACE
TEMPERATURES ARE ABOVE 40 DEGREE F.
1.12. DESIGN AND PERFORMANCE REQUIREMENTS
1.12.1. DESIGN AND FABRICATE THE WORK OF THIS SECTION:
1.12.1.1. FITTED FROM MEASUREMENTS TAKEN AND VERIFIED AT THE PLACE OF
THE WORK.
1.12.1.2. ACCURATELY AND PRECISELY ASSEMBLED WITH SQUARE AND TRUE
ANGLES AND HAIRLINE JOINTS.
1.12.1.3. WITH SECTIONS FORMED TRUE TO DETAILS AND WITH CLEAN,
STRAIGHT, SHARPLY DEFINED PROFILES, AND SMOOTH SURFACES OF
UNIFORM TEXTURE, FREE FROM DEFECTS IMPAIRING STRENGTH OR
DURABILITY.
GLAZING
1.13 GLASS TYPES - REFER TO FINISHES SCHEDULE AND DRAWINGS FOR GLAZING TYPE
LOCATIONS, THICKNESSES AND SUPPLIERS
1.12.1. GLAZING ACCESSORIES
1.12.1. PRIMER / SEALER: AS RECOMMENDED BY THE GLAZING TAPE MANUFACTURER.
1.12.2. SETTING BLOCKS: NEOPRENE, 80 TO 90 SHORE A DUROMETER HARDNESS
TESTED TO ASTM D2240.
1.12.3. REPLACE ALL WINDOW STOPS TO MATCH EXISTING IN SIZE, PROFILE, FINISH,
ETC.
1.12.4. SHIMS, SPACERS AND SETTING BLOCKS: 45, 70 AND 90 DUROMETER A
HARDNESS PLUS/MINUS 5 RESPECTIVELY, NEOPRENE RUBBER, RESISTANT TO
OXIDATION AND PERMANENT DEFORMATION UNDER LOAD.
1.12.5. GLAZING TAPE: PREFORMED POLYISOBUTYLENE TAPE WITH SPACER, PAPER
RELEASE, TAPE AS RECOMMENDED BY GLAZING SUPPLIER.
1.12.6. GLAZING GASKETS: SILICONE EXTRUDED SHAPE TO SUIT GLAZING CHANNEL
RETAINING SLOT
1.12.7. SILICONE SEALANT: SUITABLE FOR INTERIOR APPLICATION FOR GLASS TO
GLASS JOINT. COLOUR - WHITE.
1.14 GLAZING EXECUTION
1.12.1. INSTALL ALL GLAZING IN ACCORDANCE WITH ALL SUPPIER'S INSTALLATION
REQUIREMENTS. PROVIDE ALL NECESSARY TAPES, SEALANTS AND
STRUCTURAL SILICONE.
1.12.2. INSTALL ALL GLAZING IN COMPLIANCE WITH ALL LOCAL SAFETY STANDARDS
AND REQUIREMENTS
457 richmond st. w. suite 101
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05
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GENERAL NOTES
1/4" = 1'- 0"
03
A-2
NORTH ELEVATION - KEY NOTES
1/4" = 1'- 0"
04
A-2
SOUTH ELEVATION - KEY NOTES
1/4" = 1'- 0"
01
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NORTH ELEVATION
NTS
02
A-2
SOUTH ELEVATION
NTS
03
REMOVE EXISTING GLAZING AND FRAME (DOUBLE GLAZED, SIZE APPROX. 55"H x 60"W). INSTALL NEW TYPE A1
GLAZING COMPLETE WITH ALL SEALS, GASKETS, FRAMING, SILICONE AND HARDWARE.
GENERAL NOTES
1. REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS.
2. THE GC SHALL SITE VERIFY ALL EXISTING SITE CONDITIONS DURING BIDDING PERIOD AND ENSURE THAT THEY
ALLOW FOR ALL NECESSARY EQUIPMENT/PROTECTION AND FORCES NECESSARY TO CARRYOUT ALL
PROPOSED WORK. EXTRAS WILL NOT BE PERMITTED IN ASSOCIATION WITH SITE CONDITIONS THAT ARE
READILY APPARENT DURING THE REVIEW.
3. PROVIDE ALL NECESSARY EQUIPMENT INCLUDING BOOMS, LIFTS, HOISTS, CRANES, ETC., HOARDING AND
ENGINEERED SCAFFOLDING TO FACILITATE ALL PROPOSED WORK. PROTECT ALL EXISTING PAVING, SOD AND
ASPHALT AND MAKE GOOD ALL AFFECTED FINISHES
4. SITE VERIFY ALL EXISTING GLAZING SIZES, TYPES, THICKNESSES, LOCATION OF CRACKS, BROKEN SEALS,
MULLION SIZES, ASSEMBLIES, ETC. FOR PURPOSES OF SHOP DRAWING FABRICATION. THOROUGH SITE
VERIFICATION TO BE CARRIED OUT BEFORE SHOP DRAWING FABRICATION TO ASCERTAIN ALL EXISTING SITE
CONDITIONS
5. THERE ARE NO TIE OFFS ON THE EXISTING ROOF - THE GC SHALL BE RESPONSIBLE FOR ALL NECESSARY
CONSTRUCTION RELATED EQUIPMENT INCLUDING BUT NOT LIMITED TO ENGINEERED SCAFFOLDS, SWING
STAGE, TIERED SCAFFOLD, LIFT, BOOMS, PROTECTION, ETC.
6. DO NOT FASTEN AN OBJECTS TO THE ROOF OR ANY EXISTING FINISHES OR STRUCTURE.
7. PROVIDE ALL NECESSARY PROTECTION TO ALL OBJECTS, VEGETATION AND STRUCTURE WITHIN EXISTING
GREENHOUSE
8. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH LOCAL MINISTRY OF LABOUR SAFETY
REQUIREMENTS AND STANDARDS
9. GLAZING SHOP DRAWINGS SHALL BE STAMPED AND SEALED BY AN ENGINEER LICENSED TO PRACTICE IN THE
PROVINCE OF ONTARIO. GLAZING TO MEET ALL NECESSARY LOCAL LOADING, SAFETY REQUIREMENTS AND
OBC.
10. ENGINEERED SCAFFOLD DWGS SHALL BE STAMPED AND SEALED BY AN ENGINEER LICENSED TO PRACTICE IN
THE PROVINCE OF ONTARIO.
11. THROUGH FASTENING OR ANCHORAGE TO EXISTING ROOF IS NOT PERMITTED IN ANY MANNER
12. REMOVE AND REINSTATE ALL NECESSARY EXISTING ADJACENT MULLION CAPS, CAP FLASHING, SILICONE,
MULLIONS, HARDWARE, GLAZING, FRAME, SCREENS, ACTUATORS, FINISHES, GLAZING COMPONENTS,
OBJECTS, ETC. AS REQUIRED TO FACILITATE ALL PROPOSED WORK
13. ALL GLAZING SECTION DIMENSIONS AND OFFSETS TO STRUCTURE TO BE SITE VERIFIED BY GC
14. WHERE STRUCTURAL SILICONE IS REMOVED TO PERMIT REMOVAL OF GLAZING UNIT, REPLACE WITH NEW
STRUCTURAL SILICONE TO MATCH EXISTING IN FINISH, COLOUR, PROFILE, STRENGTH AND TYPE
15. WHERE AN EXISTING WINDOW FRAME IS CONNECTED TO AN EXISTING ACTUATOR, CAREFULLY REMOVE
ACTUATOR TO FACILITATE ALL PROPOSED WORK.
06
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GLAZING TYPE SCHEDULE
NTS
04
05
06
REMOVE EXISTING GLAZING AND FRAME AND DISENGAGE EXISTING WINDOW ACTUATOR
(SINGLE GLAZED, SIZE APPROX. 28"H x 58"W). INSTALL NEW TYPE B1 GLAZING COMPLETE WITH ALL SEALS,
GASKETS, FRAMING, SILICONE AND HARDWARE. DO NOT REINSTATE WINDOW ACTUATOR CONNECTION.
07
08
SOUTH ELEVATION KEY NOTES
NORTH ELEVATION KEY NOTES
GLAZING TYPE SCHEDULE
10
REMOVE EXISTING GLAZING AND FRAME (DOUBLE GLAZED, SIZE APPROX. 55"H x 60"W). INSTALL NEW TYPE A1
GLAZING COMPLETE WITH ALL SEALS, GASKETS, FRAMING, SILICONE AND HARDWARE.
13
11
REMOVE EXISTING GLAZING AND FRAME (DOUBLE GLAZED, SIZE APPROX. 55"H x 60"W). INSTALL NEW TYPE A1
GLAZING COMPLETE WITH ALL SEALS, GASKETS, FRAMING, SILICONE AND HARDWARE.
02
A-2
EAST ELEVATION
NTS
04
A-2
EAST ELEVATION - KEY NOTES
1/4" = 1'- 0"
EAST ELEVATION KEY NOTES
04
A-2
WEST ELEVATION - KEY NOTES
1/4" = 1'- 0"
WEST ELEVATION KEY NOTES
09
REMOVE EXISTING GLAZING AND FRAME AND DISENGAGE EXISTING WINDOW ACTUATOR
(SINGLE GLAZED, SIZE APPROX. 26"H x 58"W). INSTALL NEW TYPE D1 GLAZING COMPLETE WITH ALL SEALS,
GASKETS, FRAMING, SILICONE AND HARDWARE. DO NOT REINSTATE WINDOW ACTUATOR CONNECTION.
REMOVE EXISTING ACRYLIC PANEL.
12
REMOVE EXISTING GLAZING AND FRAME (DOUBLE GLAZED, SIZE APPROX. 46"H x 49"W). INSTALL NEW TYPE C1
GLAZING COMPLETE WITH ALL SEALS, GASKETS, FRAMING, SILICONE AND HARDWARE.
INSTALL TWO VERTICAL MULLION CAPS INCLUDING PRESSURE PLATES (20' LENGTH EACH MULLION, CUT TO
SUIT. FINISH AND PROFILE TO MATCH EXISTING.
02
A-2
WEST ELEVATION
NTS
01
02
REMOVE EXISTING GLAZING AND FRAME (DOUBLE GLAZED, SIZE APPROX. 24"H x 47"W, TRIANGULAR).
INSTALL NEW TYPE E1 GLAZING COMPLETE WITH ALL SEALS, GASKETS, FRAMING, SILICONE AND HARDWARE.
GLAZING HEIGHT WIDTH SINGLE / FIXED / SLOPED / NOTES
TYPE (APPROX) (APPROX) DOUBLE OPERABLE VERTICAL
GLAZED GLAZING GLAZING
TYPE A1 55" 60" DOUBLE
GLAZED
FIXED
GLAZING
SLOPED
GLAZING
INSULATED GLAZING UNIT:
AGC GLAZING SPEC:
6mm LIGHT GREEN TINTED TEMPERED
WITH ES 40 LOW E TEMPERED WITH
GLAZING FILM ON SURFACE #1.
12mm AIRSPACE WITH
STANDARD SPACER AND AIR
FILLED. LAMINATED GLASS
CONSISTS OF 6mm CLEAR HS / 0.060
CLEAR PVB / 6mm CLEAR HS
NO ACTUATOR CONNECTION
TYPE B1 28" 58" SINGLE
GLAZED
OPERABLE
GLAZING
VERTICAL
GLAZING
AGC GLAZING SPEC:
TEMPERED, 6mm LIGHT GREEN
TINTED GLAZING WITH GLAZING FILM
ON SURFACE #1
ACTUATOR CONNECTION
TYPE D1 26" 58" SINGLE
GLAZED
OPERABLE
GLAZING
VERTICAL
GLAZING
TYPE E1 24" 47" DOUBLE
GLAZED
FIXED
GLAZING
VERTICAL
GLAZING
REMOVE EXISTING GLAZING AND FRAME (DOUBLE GLAZED, SIZE APPROX. 55"H x 60"W). INSTALL NEW TYPE A1
GLAZING COMPLETE WITH ALL SEALS, GASKETS, FRAMING, SILICONE AND HARDWARE.
REMOVE EXISTING GLAZING AND FRAME (DOUBLE GLAZED, SIZE APPROX. 55"H x 60"W). INSTALL NEW TYPE A1
GLAZING COMPLETE WITH ALL SEALS, GASKETS, FRAMING, SILICONE AND HARDWARE.
REMOVE EXISTING GLAZING AND FRAME AND DISENGAGE EXISTING WINDOW ACTUATOR
(SINGLE GLAZED, SIZE APPROX. 28"H x 58"W). INSTALL NEW TYPE B1 GLAZING COMPLETE WITH ALL SEALS,
GASKETS, FRAMING, SILICONE AND HARDWARE. DO NOT REINSTATE WINDOW ACTUATOR CONNECTION.
REMOVE EXISTING GLAZING AND FRAME AND DISENGAGE EXISTING WINDOW ACTUATOR
(SINGLE GLAZED, SIZE APPROX. 28"H x 58"W). INSTALL NEW TYPE B1 GLAZING COMPLETE WITH ALL SEALS,
GASKETS, FRAMING, SILICONE AND HARDWARE. DO NOT REINSTATE WINDOW ACTUATOR CONNECTION.
REMOVE EXISTING GLAZING AND FRAME AND DISENGAGE EXISTING WINDOW ACTUATOR
(SINGLE GLAZED, SIZE APPROX. 28"H x 58"W). INSTALL NEW TYPE B1 GLAZING COMPLETE WITH ALL SEALS,
GASKETS, FRAMING, SILICONE AND HARDWARE. DO NOT REINSTATE WINDOW ACTUATOR CONNECTION.
REMOVE EXISTING GLAZING AND FRAME AND DISENGAGE EXISTING WINDOW ACTUATOR
(SINGLE GLAZED, SIZE APPROX. 26"H x 58"W). INSTALL NEW TYPE D1 GLAZING COMPLETE WITH ALL SEALS,
GASKETS, FRAMING, SILICONE AND HARDWARE. DO NOT REINSTATE WINDOW ACTUATOR CONNECTION.
TYPE C1 46" 49" DOUBLE
GLAZED
FIXED
GLAZING
VERTICAL
GLAZING
GLAZING SHAPE IS TRIANGULAR
(REFER TO KEY NOTES FOR LOCATIONS AND QUANTITIES)
GENERAL NOTES:
1. GC TO FIELD VERIFY ALL GLAZING SIZES AND LOCATIONS PRIOR TO MANUFACTURE OF ENGINEERED GLAZING
SHOPS.
2. GC TO CARRYOUT SURVEY TO REVIEW CONDITION OF ALL GLAZING AND FRAMING PRIOR TO MANUFACTURE
OF SHOP DRAWINGS. DOCUMENT ALL BROKEN AND FAILED GLAZING AND CONSULT ARCHITECT PRIOR TO
MANUFACTURE OF SHOP DRAWINGS.
3. PROVIDE ALL CUT SHEETS AND GLAZING SAMPLES DURING SHOP DRAWING STAGE FOR APPROVAL/SIGN OFF.
AGC GLAZING SPEC:
TEMPERED, 6mm LIGHT GREEN
TINTED GLAZING WITH GLAZING FILM
ON SURFACE #1
ACTUATOR CONNECTION
SUPPLY AND ISNTALL NEW VERTICAL MULLION CAPS INCLUDING PRESSURE PLATES. SITE VERIFY.
PROFILE AND FINISH TO MATCH EXISTING AND ADJACENT MULLION CAPS. END OF MULLION CAPS TO BE
CLOSED AND FINISHED. EXTENT OF REPLACEMENT PER EXTENT OF DOTTED LINE.
SUPPLY AND ISNTALL NEW VERTICAL MULLION CAPS INCLUDING PRESSURE PLATES. SITE VERIFY.
PROFILE AND FINISH TO MATCH EXISTING AND ADJACENT MULLION CAPS. END OF MULLION CAPS TO BE
CLOSED AND FINISHED. EXTENT OF REPLACEMENT PER EXTENT OF DOTTED LINE.
SUPPLY AND ISNTALL NEW VERTICAL MULLION CAPS INCLUDING PRESSURE PLATES. SITE VERIFY.
PROFILE AND FINISH TO MATCH EXISTING AND ADJACENT MULLION CAPS. END OF MULLION CAPS TO BE
CLOSED AND FINISHED. EXTENT OF REPLACEMENT PER EXTENT OF DOTTED LINE.
SUPPLY AND ISNTALL NEW VERTICAL MULLION CAPS INCLUDING PRESSURE PLATES. SITE VERIFY.
PROFILE AND FINISH TO MATCH EXISTING AND ADJACENT MULLION CAPS. END OF MULLION CAPS TO BE
CLOSED AND FINISHED. EXTENT OF REPLACEMENT PER EXTENT OF DOTTED LINE.
INSULATED GLAZING UNIT:
AGC GLAZING SPEC:
6mm LIGHT GREEN TINTED TEMPERED
WITH ES 40 LOW E TEMPERED WITH
GLAZING FILM ON SURFACE #1.
12mm AIRSPACE WITH
STANDARD SPACER AND AIR
FILLED. LAMINATED GLASS
CONSISTS OF 6mm CLEAR HS / 0.060
CLEAR PVB / 6mm CLEAR HS
NO ACTUATOR CONNECTION
INSULATED GLAZING UNIT:
AGC GLAZING SPEC:
6mm LIGHT GREEN TINTED TEMPERED
WITH ES 40 LOW E TEMPERED WITH
GLAZING FILM ON SURFACE #1.
12mm AIRSPACE WITH
STANDARD SPACER AND AIR
FILLED. LAMINATED GLASS
CONSISTS OF 6mm CLEAR HS / 0.060
CLEAR PVB / 6mm CLEAR HS
NO ACTUATOR CONNECTION
0912
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457 richmond st. w. suite 101
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SCHEMATIC SECTION THROUGH GREENHOUSE (SLOPED ELEVATIONS)
NTS
TYPICAL OPERABLE
VENT UNIT
INSULATED ALUMINUM CLOSURE
TYPICAL MUNTIN
STRUCTURAL SILICONE JOINT AT MUNTIN BAR
TYPICAL FIXED SLOPED GLAZING
TYPICAL FIXED VERTICAL GLAZING
TYPICAL FIXED SLOPED GLAZING
TYPICAL OPERABLE
VENT UNIT
INSULATED ALUMINUM CLOSURE
NOTE:
SCHEMATIC SECTION IS FOR REFERENCE ONLY
GC TO SITE VERIFY ALL EXISTING CONDITIONS FOR
ACCURACY, SIZES, ASSEMBLIES, ETC. REFER TO
ELEVATIONS FOR REPLACEMENT SCOPE AND
LOCATIONS
02
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INTERIOR GREENHOUSE EX. CONDITIONS
NTS
EXISTING CURB
EXISTING CURB
INSULATED
ALUMINUM
CLOSURE
04
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EXISTING ACTUATOR CONDITION
NTS
05
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EXISTING CATWALK
EXISTING STRUCTURE
SNOW DECK
SNOW DECK
EXISTING GREENHOUSE VEGETATION
30 DEGREE
SLOPED GLAZING
(GC TO VERIFY SLOPE)
30 DEGREE
SLOPED GLAZING
(GC TO VERIFY SLOPE)
PROVIDE NEW STRUCTURAL SILICONE
JOINT AT MUNTIN BARS WHERE GLAZING
IS BEING REPLACED. TYPE AND FINISH
TO MATCH EXISTING. GC TO SITE VERIFY
AND MATCH.
EXISTING INSULATED ALUMINUM
CLOSURE TO REMAIN - PROTECT
AS REQUIRED
TYPICAL NEW DOUBLE
GLAZED GLASS UNIT
REFER TO ELEVATIONS
FOR LOCATION OF REPLACEMENT,
SIZE, ETC.
EXISTING WINDOW
MULLION TO REMAIN
EXISTING WINDOW
FRAMING BEYOND TO REMAIN
04
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TYPICAL DOUBLE GLAZED GLASS REPLACEMENT
NTS
05
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TYPICAL VENT UNIT GLASS REPLACEMENT
NTS
SUPPORTING
STEEL BEYOND
EXISTING OPERABLE WINDOW
FRAME TO BE REUSED
TYPICAL NEW SINGLE GLAZED
GLAZING TO BE INSTALLED
EXISTING WINDOW ACTUATOR
(GC TO DISCONNECT AS REQUIRED
TO REPLACE GLAZING)
RECONNECTION/REINSTATEMENT
AND CALLIBRATION BY OTHERS
EXISTING WINDOW MULLION
AND FRAMING BEYOND
SUPPORTING
STEEL BEYOND
457 richmond st. w. suite 101
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hjarchitects.ca
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