revit portfolio rev1
TRANSCRIPT
KEY PLAN:
COMPANYNAME
GENERAL NOTES:
• THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THEPROPERTY OF COMPANY NAME. IT IS NOT TO BE PRINTEDCOPIED, LOANED OR USED WITHOUT WRITTEN PERMISSION OFCOMPANY NAME.
• CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDDETAILS ON SITE AND REPORT ALL DISCREPANCIES TO THEDESIGNER BEFORE COMMENCING WORK.
• THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALLRELEVANT CONSULTANTS AND SPECIALIST DRAWINGS ORDOCUMENTS.
• ALL DISCREPANCIES MUST BE NOTIFIED TO CYRUS &ASSOCIATES ENGINEERING INC. BEFORE THE AFFECTED WORKCOMMENCED. PLEASE NOTE, THE CONTRACTOR ISRESPONSIBLE DUE TO ANY INCOMPETENCY OR ANY IGNORANCETO THE DRAWING & DETAILS.
• DO NOT SCALE THE DRAWINGS.• DIMENSIONS TO BE READ FROM ARCHITECTURAL DRAWINGS.
SEAL: NORTH:
Email: [email protected]: www.companywebsite.com
Tel: 123-456-7890Address: address line 1
address line 2
DRAWN BY: CHECKED BY: PROJECT DATE: REVISION:
PROJECT NAME:
DRAWING TITLE:
SCALE: SHEET SIZE: SHEET NO.:
PROJECT NO.:
STATUS:
DRAWING NUMBER:
OF18" x 24"
CLIENT:
REVISION SCHEDULE
LOGO
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91
00000
NEW CONSTRUCTION A-100
PORTFOLIO COVER SHEET
REVIT PORTFOLIOCREATED BY AMIR YARAZAVI
Project Data Line 2
POTENTIAL EMPLOYER
LAGAMR
Portfolio Note Table
Number Summary Location
1 Generic annotation table A-1002 Generating variety 3D rendered images from the model A-1003 3D box section can be made from any portion of the model A-1004 Timesaving Revit title block A-1005 Linking the site topography file into architectural model A-1016 Assigning the real world point to our survey point in the site file A-1017 Link and coordinate the project base point in model file with the survey
point in the site file by using "Specify Coordinate at point"A-101
8 Calculating the property cut and fill amounts and create customizedschedules from them
A-101
9 Creating various kind of schedules from every aspect of project likecalculating the property cut and fill amounts
A-101
10 Creating company's specific general note table and assign themautomatically
A-101
11 Creating full parametric complex families like Doors, Windows, Symbolslike a dynamic North symbol
A-102
12 Creating the accurate building model and assign the exact equivalentmaterial to each and every model item
A-102
13 Using of apprpriate view theme for difierent kind of presentations A-10214 Generating accurate architectural drawings from model A-10315 Creating innovative roofs simple or complex with any shape A-10316 Automatic height from sea level derived from survey point A-10417 Creating full customizable parametric families for any kind of repeatable
item (Doors, Windows and …)A-104
18 Complex roofs A-10419 Using In-place mass technique A-10420 Placing required zoning and by-laws information A-10421 Defining new shared parameters and assign them to different kind of
families in model to derive special data like opening glass areaA-105
22 Showing the building edges of below grade and hidden areas A-10523 Accurate building sections A-10624 Creating customized amazing title block which is very timesaving and help
the graphical integrity of the projectA-106
25 Dynamic wall section with all required details and text A-10726 Placing typical AutoCAD or and other details in other software in Revit
project as a drafting viewA-107
LONGITUDINAL SECTION 3D2
REVIT PORTFOLIO
1
2
3
4
RESIDENTIAL HOUSE IN TORONTO, ON
THE FOLLOWING PROJECT IS COMPLETELY DESIGNED AND DRAFTED IN REVIT ARCHITECTURE 2015ANYTHING YOU CAN SEE IS FULLY CREATED IN REVIT SOFTWARE BY AMIR YARAZAVI
EXCEPT FOR ADOBE DIGITAL SIGNATURE
1 : 1Exterior Front Left Pers
1
No. Description Date By
1 Portfolio Fisrt Edition 2015-03-15 AMR
BY AMIR YARAZAVI
40253
16764
40234
16764
2692
7519
8549
1800
2401
16307
2415
2424
16298
7516
4275
4248
7515
1846
1910
7568
No. 430
Two Storey
Stucco Dwelling
No. 434
Two Storey
Stucco Dwelling
LOT 159
Registered Plan 2057
Proposed Two Storey
Dwelling
1735
HORSHAM AVENUESidewalk
Sidewalk
Basement
Walkout
Wooden
Deck
Existing Two Storey
Stucco Dwelling
72° 45' 47"
16.76 mN
E
17° 11' 38"
40.23 mN
W
17° 11' 38"
40.25 mS
E
72° 44' 30"
16.76 mN
EDriveway
1800
14832
16372
17104
17101
17102
17103
KEY PLAN:
COMPANYNAME
GENERAL NOTES:
• THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THEPROPERTY OF COMPANY NAME. IT IS NOT TO BE PRINTEDCOPIED, LOANED OR USED WITHOUT WRITTEN PERMISSION OFCOMPANY NAME.
• CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDDETAILS ON SITE AND REPORT ALL DISCREPANCIES TO THEDESIGNER BEFORE COMMENCING WORK.
• THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALLRELEVANT CONSULTANTS AND SPECIALIST DRAWINGS ORDOCUMENTS.
• ALL DISCREPANCIES MUST BE NOTIFIED TO CYRUS &ASSOCIATES ENGINEERING INC. BEFORE THE AFFECTED WORKCOMMENCED. PLEASE NOTE, THE CONTRACTOR ISRESPONSIBLE DUE TO ANY INCOMPETENCY OR ANY IGNORANCETO THE DRAWING & DETAILS.
• DO NOT SCALE THE DRAWINGS.• DIMENSIONS TO BE READ FROM ARCHITECTURAL DRAWINGS.
SEAL: NORTH:
Email: [email protected]: www.companywebsite.com
Tel: 123-456-7890Address: address line 1
address line 2
DRAWN BY: CHECKED BY: PROJECT DATE: REVISION:
PROJECT NAME:
DRAWING TITLE:
SCALE: SHEET SIZE: SHEET NO.:
PROJECT NO.:
STATUS:
DRAWING NUMBER:
OF18" x 24"
CLIENT:
REVISION SCHEDULE
LOGO
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DATE
92
00000
NEW CONSTRUCTION A-101
SITE PLAN & PROJECT DATA
REVIT PORTFOLIOCREATED BY AMIR YARAZAVI
Project Data Line 2
POTENTIAL EMPLOYER
LAGAMR
1 : 200
SITE PLAN1
Zoning Data Matrix 1
RD (F15.0, A550)(x5)
By-law569-2013 Min. or Max. Limits Proposed Description
Lot Frontage 10.20.30.20 F 15.0 M 16.76 MMinimum Front YardSetback
10.20.40.70 6.0 M 7.52 M
Side Yard Setback(West Side)
ExceptionRD5(10.20.40.70)
1.5 M 2.42 M Along theGarage 1.80 M
Side Yard Setback(East Side)
ExceptionRD5(10.20.40.70)
1.5 M 1.80 M
Minimum Rear YardSetback
10.20.40.70 (A) 7.5 M or (B)25% of the lot
depth
14.83 M
Height 10.20.40.10 (10.00 M FromFinish grade to Topof the Roof) AND
(8.80 M FromCrown Of Street to
Roof Mid Point)
8.95 M
Building Depth 10.20.40.30 19.00 M N/ABuilding Length 10.20.40.20 17.00 M 16.37 M
Zoning Data Matrix 2
R4 Zone (7625) Min. or Max. Limits Proposed
Lot Area 550 SM 674.64 SMFrontage 15 M 16.76 MFront Yard Setback 7.5 ± 1.0 M 7.52 MWest Side Yard Setback 1.80 M 1.80 MEast Side Yard Setback 1.80 M 1.80 MRear Yard Setback 9.50 M 14.83 MHeight 8.80 M 8.80 MLength 16.8 M 16.37 M
Zoning Data Matrix 3
Description Min. or Max. Limits Proposed
Front Yard AreaDrive Way and Hard Landscaping AreaFront Yard Landscaping AreaSoft Landscaping AreaSecond Floor Area 197.45 SMMain Floor Area 203.97 SMGross Floor Area 401.42 SMCoverage 30% 29.7%
Sheet List
Sheet No. Sheet Number Sheet Name
2 A-101 SITE PLAN & PROJECT DATA3 A-102 BASEMENT & FIRST FLOOR PLAN4 A-103 SECOND & ROOF FLOOR PLAN8 A-107 DETAILS & WALL SECTION5 A-104 FRONT & REAR SIDE ELEVATIONS6 A-105 RIGHT & LEFT SIDE ELEVATIONS7 A-106 LONGITUDINAL & CROSS SECTIONS9 A-108 SPECIFICATIONS1 A-100 PORTFOLIO COVER SHEET
Property Schedule
Count Metric Property Area Imperial Property Area Imperial Maximum Coverage1 674.64 m² 7261.77 ft² 4357.06 ft²
Potfolio General Note
Key Value Keynote Text
17101 Linking the site topography file into architecturalmodel
17102 Assigning the real world point to our survey point inthe site file
17103 Link and coordinate the project base point in modelfile with the survey point in the site file by using"Specify Coordinate at point"
17104 Calculating the property cut and fill amounts andcreate customized schedules from them
5
8
7
6
9
10
No. Description Date By
1 Portfolio Fisrt Edition 2015-03-15 AMR
8268
165
2567
165
4191
356
140
165
1372
165
1016
1873
254
1575
356
3982
3677
9476
356
2402
2438
2134
1219
2622
165
1124
165
3416
165
8003
1473
356
114
3912
165
3416
165
3691
4312
356
254 2184 254
254 6915 165 1530 165 3148 356
1194
1194
254 5417 356 419 1194 165 1060 165 3764 356
848
UnexcavatedArea
Laundry
MechanicalRoom
Bar
Rec. Room
Hobby Room
Gym
WC
WC
Cellar
1R UP
1
A-106
2
A-106
12534
1596
514
73
5391 4168 236511924
1784
5
6185
1480
1880
2789
457
1524
457
1194
1219
3672
1422
2134
1219
6185
1022
914
965
914
2027
6101
5215
2415
2610
889
6185
6606
1524
1651
628320034326925671
1245
457
1524
457
445
2013
2788
1913
1219
1067
1873
1372
1219
3672
1422
2134
1219
940
6101
5215
2415
2610
140
1251
1524
1264
1524
389
1524
4573
0515
2434
915
2461
017
0215
2490
279
3243
12
1607758208420845391115091430182125278215391
356 5391 3457 2365 356
35666620828641543119420076701652639356
1
A-107
279389211424131655391279
5933
165
1538
165
3531
114
4267
279
4142
279236536105391279
294
8862
114
1831
114
4877
279
2104
27945071141816597
1500
2486
3316
412
2000
1285
2000
3942
4242
1473
279
560
16761372
11181652266
2766
3892
8862
4604
1016
1550
450
1344
2990 2696 294 1052 1052 294343 3200 643551 4877 551 2104 637 3200 643
5979 2104 448012563
6212
655
2700
3251
1524
1651
6212
198
914
1480
1524
2489
1524
1651
6212
6606
1524
1651
1599
341
42
1219
WoodenDeck
FamilyRoom
Library
Kitchen
BreakfastArea
WC
DoubleGarage
DiningRoom
LivingRoom
KitchenStorage Pantry
1R U
P
1R UP
1R UP
-152
1R U
P
1324 1524 1524 1019 2084 2084 758 1607714 1219 305 1219 305 1219 410 1170 1829 1170 301 914 1150
5391 4168 236511924
610
635
457
1524
457
445
2781
5151
4312
610
330
6101
5215
2415
2610
140
2019
1524
4389
4312
1702
1524
902
7932
4312
1637
214
73
0
-280
-152
-305
1R UP
1
A-106
2
A-106
4507
1
A-107
KEY PLAN:
COMPANYNAME
GENERAL NOTES:
• THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THEPROPERTY OF COMPANY NAME. IT IS NOT TO BE PRINTEDCOPIED, LOANED OR USED WITHOUT WRITTEN PERMISSION OFCOMPANY NAME.
• CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDDETAILS ON SITE AND REPORT ALL DISCREPANCIES TO THEDESIGNER BEFORE COMMENCING WORK.
• THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALLRELEVANT CONSULTANTS AND SPECIALIST DRAWINGS ORDOCUMENTS.
• ALL DISCREPANCIES MUST BE NOTIFIED TO CYRUS &ASSOCIATES ENGINEERING INC. BEFORE THE AFFECTED WORKCOMMENCED. PLEASE NOTE, THE CONTRACTOR ISRESPONSIBLE DUE TO ANY INCOMPETENCY OR ANY IGNORANCETO THE DRAWING & DETAILS.
• DO NOT SCALE THE DRAWINGS.• DIMENSIONS TO BE READ FROM ARCHITECTURAL DRAWINGS.
SEAL: NORTH:
Email: [email protected]: www.companywebsite.com
Tel: 123-456-7890Address: address line 1
address line 2
DRAWN BY: CHECKED BY: PROJECT DATE: REVISION:
PROJECT NAME:
DRAWING TITLE:
SCALE: SHEET SIZE: SHEET NO.:
PROJECT NO.:
STATUS:
DRAWING NUMBER:
OF18" x 24"
CLIENT:
REVISION SCHEDULE
LOGO
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DATE
93
00000
NEW CONSTRUCTION A-102
BASEMENT & FIRST FLOOR PLAN
REVIT PORTFOLIOCREATED BY AMIR YARAZAVI
Project Data Line 2
POTENTIAL EMPLOYER
LAGAMR
1 : 100
Basement Floor Plan1 1 : 100
First Floor Plan2
11
12
12
13
No. Description Date By
1 Portfolio Fisrt Edition 2015-03-15 AMR
610
4158
807
2706
2693
1207
1524
1651
610
3701
914
350
2248
914
1778
914
750
1524
1651
610
4966
6606
1524
1651
1346
2323 1334 2029 3875 1334 1669914 419 914 1572 3418 914 419 914 1212
5685 687812563
1702
1524
902
7932
4312
1346
610
1092
1524
1639
2044
9463
610
1092
1524
1335
610
977
1524
8701
3683 3236 1794 1656 15552921 1524 1712 1524 651 762 818 914 1098
1558
450
3783
165
1054
1537
294
3783
165
2591
165
2566
165
2616
165
2566
279
114
2692
114
3897
5002
165
1372
165
1067
1344
294
3569
114
1956
294
3948
165
1219
114
2359
165
1675
114
1842
4198
279
1335
165
2448
165
917
5127
2516
535
1711
441
9827
9
279 5571 114
114 1985
4191 165 1934 279
279 1530 165 1854 165 1676 165 1339 165 4921 279
17445124971656101820
279 1530 165 1185
279 1530 165
279 1581 114 3457 165 6048 279
MasterBedroom
Master WalkingCloset
MasterWashroom
SteamShower WC
WalkingCloset
WC
WC
WC
Bedroom 2
Bedroom 3
Bedroom 4
Laundry
WalkingCloset
WalkingCloset
Balcony
3505
3353
3353Balcony
1
A-106
2
A-106
Dressing
1675
27931051141753114
1270
1637
213
46
1192411924
1535
613
46
3915 1346
1
A-107
9%1" / 12"
9%1" / 12"
9%1" / 12"
9%1" / 12"
58%
7" / 1
2"
143%
17" /
12"
143%
17" /
12"
40%5" / 12"
40%5" / 12"
143%17" / 12"
143%17" / 12"
143%17" / 12"
143%17" / 12"
143%17" / 12"
143%17" / 12"
143%17" / 12"
143%
17" /
12"
143%
17" /
12"
143%
17" /
12"
143%
17" /
12"
10%1" / 12"
10%1" / 12"
36%
4 1/2"
/ 12"
36%
4 1/2"
/ 12"
10%1" / 12"
36%
4 1/2"
/ 12"
KEY PLAN:
COMPANYNAME
GENERAL NOTES:
• THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THEPROPERTY OF COMPANY NAME. IT IS NOT TO BE PRINTEDCOPIED, LOANED OR USED WITHOUT WRITTEN PERMISSION OFCOMPANY NAME.
• CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDDETAILS ON SITE AND REPORT ALL DISCREPANCIES TO THEDESIGNER BEFORE COMMENCING WORK.
• THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALLRELEVANT CONSULTANTS AND SPECIALIST DRAWINGS ORDOCUMENTS.
• ALL DISCREPANCIES MUST BE NOTIFIED TO CYRUS &ASSOCIATES ENGINEERING INC. BEFORE THE AFFECTED WORKCOMMENCED. PLEASE NOTE, THE CONTRACTOR ISRESPONSIBLE DUE TO ANY INCOMPETENCY OR ANY IGNORANCETO THE DRAWING & DETAILS.
• DO NOT SCALE THE DRAWINGS.• DIMENSIONS TO BE READ FROM ARCHITECTURAL DRAWINGS.
SEAL: NORTH:
Email: [email protected]: www.companywebsite.com
Tel: 123-456-7890Address: address line 1
address line 2
DRAWN BY: CHECKED BY: PROJECT DATE: REVISION:
PROJECT NAME:
DRAWING TITLE:
SCALE: SHEET SIZE: SHEET NO.:
PROJECT NO.:
STATUS:
DRAWING NUMBER:
OF18" x 24"
CLIENT:
REVISION SCHEDULE
LOGO
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DATE
94
00000
NEW CONSTRUCTION A-103
SECOND & ROOF FLOOR PLAN
REVIT PORTFOLIOCREATED BY AMIR YARAZAVI
Project Data Line 2
POTENTIAL EMPLOYER
LAGAMR
1 : 100
Second Floor Plan1 1 : 100
ROOF PLAN2
14 15
No. Description Date By
1 Portfolio Fisrt Edition 2015-03-15 AMR
First Floor0 First Floor
0
Second Floor3505
T.O. Plate6096
T.O. Foundation Wall-353
Basement-3353
T.O. Footing-3454
T.O.F. - Walk out-4724
T.O. Roof8675
T.O. Roof8675
Roof M.P.7300
Street Crown-1500
Finish Grade-280
B.O. Roof5925
Sea 198675
Sea 197300
Sea 195925
Sea 190000
Sea 188500
Sea 189720
1375
1375
1500
8800
8955
2579
2591
3505
353
3000
102
1270
1803
457
940
1937
629
First Floor0 First Floor
0
Second Floor3505
T.O. Plate6096
T.O. Foundation Wall-353
Basement-3353
T.O. Footing-3454
T.O.F. - Walk out-4724
T.O. Roof8675
T.O. Roof8675
Roof M.P.7300
Street Crown-1500
Finish Grade-280
B.O. Roof5925
Sea 198675
Sea 197300
Sea 195925
Sea 190000
Sea 188500
Sea 189720
1
A-106
1375
1375
1500
8800
8955
2579
2591
3505
353
3000
102
1270
1486
629
1086
1791
629
KEY PLAN:
COMPANYNAME
GENERAL NOTES:
• THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THEPROPERTY OF COMPANY NAME. IT IS NOT TO BE PRINTEDCOPIED, LOANED OR USED WITHOUT WRITTEN PERMISSION OFCOMPANY NAME.
• CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDDETAILS ON SITE AND REPORT ALL DISCREPANCIES TO THEDESIGNER BEFORE COMMENCING WORK.
• THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALLRELEVANT CONSULTANTS AND SPECIALIST DRAWINGS ORDOCUMENTS.
• ALL DISCREPANCIES MUST BE NOTIFIED TO CYRUS &ASSOCIATES ENGINEERING INC. BEFORE THE AFFECTED WORKCOMMENCED. PLEASE NOTE, THE CONTRACTOR ISRESPONSIBLE DUE TO ANY INCOMPETENCY OR ANY IGNORANCETO THE DRAWING & DETAILS.
• DO NOT SCALE THE DRAWINGS.• DIMENSIONS TO BE READ FROM ARCHITECTURAL DRAWINGS.
SEAL: NORTH:
Email: [email protected]: www.companywebsite.com
Tel: 123-456-7890Address: address line 1
address line 2
DRAWN BY: CHECKED BY: PROJECT DATE: REVISION:
PROJECT NAME:
DRAWING TITLE:
SCALE: SHEET SIZE: SHEET NO.:
PROJECT NO.:
STATUS:
DRAWING NUMBER:
OF18" x 24"
CLIENT:
REVISION SCHEDULE
LOGO
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00000
NEW CONSTRUCTION A-104
FRONT & REAR SIDE ELEVATIONS
REVIT PORTFOLIOCREATED BY AMIR YARAZAVI
Project Data Line 2
POTENTIAL EMPLOYER
LAGAMR
1 : 100
FRONT SIDE ELEVATION (PROJECT SOUTH)1
1 : 100
BACK SIDE ELEVATION (PROJECT NORTH)2
16
17
17
18
1919
20
20
No. Description Date By
1 Portfolio Fisrt Edition 2015-03-15 AMR
First Floor0 First Floor
0
Second Floor3505
T.O. Plate6096
T.O. Foundation Wall-353
Basement-3353
T.O. Footing-3454
T.O.F. - Walk out-4724
T.O. Roof8675
T.O. Roof8675
Roof M.P.7300
Street Crown-1500
Finish Grade-280
B.O. Roof5925
Sea 188500
Sea 190000Sea 189720
Sea 195925
Sea 197300
Sea 198675
1375
1375
1500
8800
8955
1270
102
3000
353
3505
2591
2579
Total Elevation Area = 94.06 m2Total Windows Area = 7.51 m2<8%
S = 1.11
m²
S = 1.11
m²
S = 2.79
m²
S = 1.39
m²
934
1486
1085
934
1181
629
1791
S = 1.11
m²
First Floor0
First Floor0
Second Floor3505
T.O. Plate6096
T.O. Foundation Wall-353
Basement-3353
T.O. Footing-3454
T.O.F. - Walk out-4724
T.O. Roof8675
T.O. Roof8675
Roof M.P.7300
Street Crown-1500
Finish Grade-280
B.O. Roof5925
Sea 190000
Sea 188500
Sea 189720
Sea 195925
Sea 197300
Sea 198675
1375
1375
1500
8800
8955
1270
102
3000
353
3505
2591
2579
Total Elevation Area = 97.78 m2Total Windows Area = 7.61 m2<8%
S = 1.86
m²
S = 0.74
m²
S = 1.11
m²
S = 1.11
m²
1181
934
1086
1791
629
S = 2.79
m²
KEY PLAN:
COMPANYNAME
GENERAL NOTES:
• THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THEPROPERTY OF COMPANY NAME. IT IS NOT TO BE PRINTEDCOPIED, LOANED OR USED WITHOUT WRITTEN PERMISSION OFCOMPANY NAME.
• CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDDETAILS ON SITE AND REPORT ALL DISCREPANCIES TO THEDESIGNER BEFORE COMMENCING WORK.
• THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALLRELEVANT CONSULTANTS AND SPECIALIST DRAWINGS ORDOCUMENTS.
• ALL DISCREPANCIES MUST BE NOTIFIED TO CYRUS &ASSOCIATES ENGINEERING INC. BEFORE THE AFFECTED WORKCOMMENCED. PLEASE NOTE, THE CONTRACTOR ISRESPONSIBLE DUE TO ANY INCOMPETENCY OR ANY IGNORANCETO THE DRAWING & DETAILS.
• DO NOT SCALE THE DRAWINGS.• DIMENSIONS TO BE READ FROM ARCHITECTURAL DRAWINGS.
SEAL: NORTH:
Email: [email protected]: www.companywebsite.com
Tel: 123-456-7890Address: address line 1
address line 2
DRAWN BY: CHECKED BY: PROJECT DATE: REVISION:
PROJECT NAME:
DRAWING TITLE:
SCALE: SHEET SIZE: SHEET NO.:
PROJECT NO.:
STATUS:
DRAWING NUMBER:
OF18" x 24"
CLIENT:
REVISION SCHEDULE
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00000
NEW CONSTRUCTION A-105
RIGHT & LEFT SIDE ELEVATIONS
REVIT PORTFOLIOCREATED BY AMIR YARAZAVI
Project Data Line 2
POTENTIAL EMPLOYER
LAGAMR
1 : 100
LEFT SIDE ELEVATION (PROJECT WEST)1
1 : 100
RIGHT SIDE ELEVATION (PROJECT EAST)2
21
21
21
21
21
22
22
No. Description Date By
1 Portfolio Fisrt Edition 2015-03-15 AMR
First Floor0
First Floor0
Second Floor3505
T.O. Plate6096
T.O. Foundation Wall-353
Basement-3353
T.O. Footing-3454
T.O.F. - Walk out-4724
T.O. Roof8675
T.O. Roof8675
Roof M.P.7300
Street Crown-1500
Finish Grade-280
B.O. Roof5925
1375
1375
1500
8800
8955
1270
102
3000
353
3505
2591
2579
Sea 190000
Sea 188500
Sea 189720
Sea 195925
Sea 197300
Sea 198675
First Floor0 First Floor
0
Second Floor3505
T.O. Plate6096
T.O. Foundation Wall-353
Basement-3353
T.O. Footing-3454
T.O.F. - Walk out-4724
T.O. Roof8675
T.O. Roof8675
Roof M.P.7300
Street Crown-1500
Finish Grade-280
B.O. Roof5925
1375
1375
1500
8800
8955
2579
2591
3505
353
3000
102
1270
Sea 198675
Sea 197300
Sea 195925
Sea 190000
Sea 188500
Sea 189720
20310
230
0035
331
5335
325
91
KEY PLAN:
COMPANYNAME
GENERAL NOTES:
• THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THEPROPERTY OF COMPANY NAME. IT IS NOT TO BE PRINTEDCOPIED, LOANED OR USED WITHOUT WRITTEN PERMISSION OFCOMPANY NAME.
• CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDDETAILS ON SITE AND REPORT ALL DISCREPANCIES TO THEDESIGNER BEFORE COMMENCING WORK.
• THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALLRELEVANT CONSULTANTS AND SPECIALIST DRAWINGS ORDOCUMENTS.
• ALL DISCREPANCIES MUST BE NOTIFIED TO CYRUS &ASSOCIATES ENGINEERING INC. BEFORE THE AFFECTED WORKCOMMENCED. PLEASE NOTE, THE CONTRACTOR ISRESPONSIBLE DUE TO ANY INCOMPETENCY OR ANY IGNORANCETO THE DRAWING & DETAILS.
• DO NOT SCALE THE DRAWINGS.• DIMENSIONS TO BE READ FROM ARCHITECTURAL DRAWINGS.
SEAL: NORTH:
Email: [email protected]: www.companywebsite.com
Tel: 123-456-7890Address: address line 1
address line 2
DRAWN BY: CHECKED BY: PROJECT DATE: REVISION:
PROJECT NAME:
DRAWING TITLE:
SCALE: SHEET SIZE: SHEET NO.:
PROJECT NO.:
STATUS:
DRAWING NUMBER:
OF18" x 24"
CLIENT:
REVISION SCHEDULE
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97
00000
NEW CONSTRUCTION A-106
LONGITUDINAL & CROSSSECTIONS
REVIT PORTFOLIOCREATED BY AMIR YARAZAVI
Project Data Line 2
POTENTIAL EMPLOYER
LAGAMR
1 : 100
LONGITUDINAL SECTION1
1 : 100
CROSS SECTION2
23
23
24
24No. Description Date By
1 Portfolio Fisrt Edition 2015-03-15 AMR
First Floor0
Second Floor3505
T.O. Plate6096
T.O. Foundation Wall-353
Basement-3353T.O. Footing-3454
T.O. Roof8675
Roof M.P.7300
Street Crown-1500
B.O. Roof5925
1/2" GYPSUM BOARD ON2"x6"@16"O/C CEILING JOIST
ATTIC TO HAVE R50SPEC. HAS TO BESUBMITTED TO ENG. FORVERIFICATION
2"x6" RAFTER @ 16"O/C
3/8" EXT. FR. PLYW00D SOFFITW/2" SCREENED VENTS @ 4'-O"
O.C.
2X4 W00D BLOCKING
5/8" PLYWOOD SHEATING
ASPHALT SHINGLE
GUTTER ON 1X8 GUTTER BOARD
FLOOR 3/4" HARDWOOD ON3/4" PLY GLUED AND NAILEDTO 10 1/2" 350TJI PLUS 1/2"GYPSUM BOARD ONCEILING
EXTERIOR MASONARY WALL4" MASONARY BRICK1" AIR SPACE0" AIR BARRIER1/2" PLYWOOD SHEATING5-1/2" (2"x6") WOOD STUD LAYERFILLED BY INSULATION0" MOISTURE BARRIER1/2" GYPSUM WALL BOARD
BASEMENT FOUNDATION WALL10" CONCRETE CAST IN PLACE3-1/2" (2x4) WOOD STUD LAYERFILLED BY INSULATION0" MOISTURE BARRIER1/2" GYPSUM WALL BOARD
4" POURED CONCRETE SLAB
22"x8" DEEP POURED CONCRETEFTG. (TYPICAL) FOOTING TO BEAR
ON UNDISTURBED SOIL.(MAY CHANGE BASED ON SOIL
REPORT)
9%1" / 12"
143%17" / 12"
100%12" / 12"
BEHIND TUB ENCLOSURE)(NO GYP. BD.F.O. STUD
GRAB BARS
1/2" M.R. GYP. BD.ABOVE TUB ENCLOSURE
ATTACH TUB & ENCLOSUREFLANGES DIRECTLY TOWOOD STUDS
BLOCKING FOR FLANGE OFTUB (CONFIRM LOCATION W/
BLOCKING ON BACK SIDEOF FIBERGLASS ENCLOSUREFOR FUTURE GRAB BARS
CLEAT TO SUPPORT TUBAS REQ'D. BY TUB MFR.
TUB MFR.)
2X4 OR 2X6 STUDWALL(SEE FLOOR PLANS)
BLOCKING FOR TOP FLANGEOF TUB ENCLOSURE
1/12" GYP. GD.
5/8" TYPE X GYP. BD. RUN
GRAB BARS
FULL HT. CONTIN.
FLANGES THRU GYP. BD.ATTACH TUB & ENCLOSURE
ABOVE TUB ENCLOSUREOVER 5/8" TYPE X GYP. BD.
TO WOOD STUDS
1/2" M.R. GYP. BD.
BLOCKING ON BACK SIDEOF FIBERGLASS ENCLOSUREFOR FUTURE GRAB BARS
LATH & PLASTER @
TUB (CONFIRM LOCATION W/
AS REQ'D. BY TUB MFR.CLEAT TO SUPPORT TUB
BLOCKING FOR FLANGE OF
5/8" TYPE X GYP. BD. OR
TUB MFR.)
CORRIDOR WALLS
(SEE FLOOR PLANS)2X4 OR 2X6 STUDWALL
OF TUB ENCLOSUREBLOCKING FOR TOP FLANGE
AS REQ'D.ACOUSTIC INSUL.
1/12" GYP. GD.
3' - 0"
CLEAR DIM, VERIFYREQUIRED R.0. PER
MFR.
3'-0"X3'-0" FLUSHMETAL ACCESSDOOR. PAINT
PROVIDESTANDARDKEYED LOCKINGDEVICE
PROVIDE CLEAR RUBBERBUMPERS AT CORNERS
BOT. CHORD OF ATTICTRUSSADD ADDITIONAL 2X10'S ASREQUIRED TO FRAME OUTOPENING.SEE STRUCT.
5/8" GYP. BD.,TYP.
3/4" PLYWOOD ON TOPOF BOT. CHORD OFATTIC TRUSSES
R-38 F.G. BATTINSULATION
KEY PLAN:
COMPANYNAME
GENERAL NOTES:
• THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THEPROPERTY OF COMPANY NAME. IT IS NOT TO BE PRINTEDCOPIED, LOANED OR USED WITHOUT WRITTEN PERMISSION OFCOMPANY NAME.
• CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDDETAILS ON SITE AND REPORT ALL DISCREPANCIES TO THEDESIGNER BEFORE COMMENCING WORK.
• THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALLRELEVANT CONSULTANTS AND SPECIALIST DRAWINGS ORDOCUMENTS.
• ALL DISCREPANCIES MUST BE NOTIFIED TO CYRUS &ASSOCIATES ENGINEERING INC. BEFORE THE AFFECTED WORKCOMMENCED. PLEASE NOTE, THE CONTRACTOR ISRESPONSIBLE DUE TO ANY INCOMPETENCY OR ANY IGNORANCETO THE DRAWING & DETAILS.
• DO NOT SCALE THE DRAWINGS.• DIMENSIONS TO BE READ FROM ARCHITECTURAL DRAWINGS.
SEAL: NORTH:
Email: [email protected]: www.companywebsite.com
Tel: 123-456-7890Address: address line 1
address line 2
DRAWN BY: CHECKED BY: PROJECT DATE: REVISION:
PROJECT NAME:
DRAWING TITLE:
SCALE: SHEET SIZE: SHEET NO.:
PROJECT NO.:
STATUS:
DRAWING NUMBER:
OF18" x 24"
CLIENT:
REVISION SCHEDULE
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00000
NEW CONSTRUCTION A-107
DETAILS & WALL SECTION
REVIT PORTFOLIOCREATED BY AMIR YARAZAVI
Project Data Line 2
POTENTIAL EMPLOYER
LAGAMR
1 : 25
WALL SECTION1
1 : 20
UNRATED WALL DETAIL AT TUB2
1 : 10
ATTIC ACCESS3
25
26
26
No. Description Date By
1 Portfolio Fisrt Edition 2015-03-15 AMR
Floors Supported Supporting Ext. Wall Supporting Int. Wall Column Area
1 14" 10" 4 ft2
2 20" 14" 12 ft2
3 26" 20" 18 ft2
Joist Size
1 1/2" - 2" Concrete Topping
6' - 1"
Both Strapping & Bridging2" X 2" Cross Bridging1" X 3" Strapping or Drywall Clg.
Joist SpacingJoist SpacingJoist SpacingJoist Spacing
16" o/c12" o/c 24" o/c 16" o/c12" o/c 24" o/c 16" o/c12" o/c 24" o/c 16" o/c12" o/c 24" o/c
2" X 4"
2" X 6"
2" X 8"
2" X 10"
2" X 12"
9' - 6"
11' - 7"
13' - 8"
15' - 7"
5' - 7"
8' - 10"
11' - 0"
12' - 11"
14' - 9"
5' - 2"
8' - 2"
10' - 6"
12' - 4"
14' - 1"
6' - 6"
10' - 3"
12' - 6"
14' - 6"
16' - 5"
5' - 11"
9' - 4"
11' - 9"
13' - 8"
15' - 5"
5' - 2"
8' - 2"
10' - 8"
12' - 10"
14' - 6"
6' - 6"
10' - 3"
13' - 1"
15' - 1"
16' - 11"
5' - 11"
9' - 4"
12' - 2"
14' - 0"
15' - 9"
5' - 2"
8' - 2"
10' - 8"
13' - 1"
14' - 8"
6' - 6"
10' - 3"
13' - 6"
17' - 3"
20' - 5"
5' - 11"
9' - 4"
12' - 3"
15' - 8"
19' - 0"
5' - 2"
8' - 2"
10' - 8"
13' - 6"
15' - 8"
Joist Size
8' - 1"
Roof Snow Load 21 PSF
Joist Spacing
12" o/c
2" X 4"
2" X 6"
2" X 8"
Maximum Clear Span
12' - 9"
16' - 9"
7' - 4"
16" o/c
11' - 6"
15' - 2"
6' - 5"
24" o/c
10' - 1"
13' - 3"
7' - 1"
Roof Snow Load 31 PSF
Joist Spacing
12" o/c
11' - 1"
14' - 7"
16" o/c
5' - 7"
24" o/c
8' - 9"
11' - 7"
6' - 5"
10' - 1"
13' - 3"
KEY PLAN:
COMPANYNAME
GENERAL NOTES:
• THIS DRAWING AND INFORMATION CONTAINED HEREIN IS THEPROPERTY OF COMPANY NAME. IT IS NOT TO BE PRINTEDCOPIED, LOANED OR USED WITHOUT WRITTEN PERMISSION OFCOMPANY NAME.
• CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDDETAILS ON SITE AND REPORT ALL DISCREPANCIES TO THEDESIGNER BEFORE COMMENCING WORK.
• THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALLRELEVANT CONSULTANTS AND SPECIALIST DRAWINGS ORDOCUMENTS.
• ALL DISCREPANCIES MUST BE NOTIFIED TO CYRUS &ASSOCIATES ENGINEERING INC. BEFORE THE AFFECTED WORKCOMMENCED. PLEASE NOTE, THE CONTRACTOR ISRESPONSIBLE DUE TO ANY INCOMPETENCY OR ANY IGNORANCETO THE DRAWING & DETAILS.
• DO NOT SCALE THE DRAWINGS.• DIMENSIONS TO BE READ FROM ARCHITECTURAL DRAWINGS.
SEAL: NORTH:
Email: [email protected]: www.companywebsite.com
Tel: 123-456-7890Address: address line 1
address line 2
DRAWN BY: CHECKED BY: PROJECT DATE: REVISION:
PROJECT NAME:
DRAWING TITLE:
SCALE: SHEET SIZE: SHEET NO.:
PROJECT NO.:
STATUS:
DRAWING NUMBER:
OF18" x 24"
CLIENT:
REVISION SCHEDULE
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99
00000
NEW CONSTRUCTION A-108
SPECIFICATIONS
REVIT PORTFOLIOCREATED BY AMIR YARAZAVI
Project Data Line 2
POTENTIAL EMPLOYER
LAGAMR
Removal of Topsoil and Organic Matter:-The topsoil and vegetable matter in all unexcavated areas under abuilding shall be removed.-In localities where termite infestation is known to be a problem, allstumps, roots and other wood debris shall be removed from the soil to adepth of not less than 300 mm in unexcavated areas under a building.-The bottom of every excavation shall be free of all organic material.
Standing Water:-Excavation shall be kept free of standing water.
Protection from Freezing:-The bottom of excavation shall be kept from freezing throughout theentire construction period.
Precautions during Excavation:-Every excavation shall be undertaken such a manner to prevent damageto adjacent property, existing structures, utilities, roads and sidewalks atall stage of construction.-Material shall not be placed nor shall equipment be operated or placed inor adjacent to an excavation in a manner that may endanger the integrityof the excavation or supports.
High Water Table:-Where a foundation rests on gravel, sand or silt in which the water tablelevel is less than the width of the footings below the bearing surface, thefooting width shall be twice as much as it shown on the drawings.
Step Footings:-When step footings are used(a) The vertical rise between horizontal portions shall not exceed 600mm,for firm soils and 400mm for sand or gravel, and(b) The horizontal distance between risers shall be not less than 600mm.
Parallel Walls with Floor Joists:-Double floor joists at underside of all partition walls parallel with floorjoists.-Floor sheating shall be glued and nailed to all floor joists.
Wall Plates (W.PL.):-6"X8"X 3/8" steel plate complete with 2-15m anchor bar 10" long and 4"hook, typical.
Slab on Grade (Basement):-Min. 4" of 15 mpa conc. plus %4 air on min 6" granular material.-In case of high water table, use one layer of polyethylene for dapproofing any organic or fill material to be removed and compacted.
Slab on Grade (Garage):-Min. 6"-25mpa conc. plus (%5-%8) air on min 6" granular material.-In case of high water table, use one layer of polyethylene for dampproofing any organic or fill material to be removed and compacted
Excavation and Backfill:-Excavation shall be undertaken in such a manner so as to preventdamage to existing structures, adjacent property and utilities.-The topsoil and vegetable matter in unexcavated areas under a buildingshall be removed. The bottom of excavations for foundation shall be freeof all organic material.-If termites are known to exist, all stumps, roots and wood debris shall beremoved to a minimum depth of 12" in excavated areas under a building,and the clearance between untreated structural wood elements and theground shall be no less than 17 3/4".-Backfill within 24" of the foundation wall shall be free of deleterious debrisand boulders over 10" in diameter.
Damp proofing and Drainage:-In normal soil conditions, the exterior surface of foundation wallsenclosing basements and crawls spaces shall be damp proofed. Wherehydrostatic pressure occurs, a waterproofing system is required.-Masonry foundation walls shall be parged with 1/4" of mortar coveredover the roofing prior to damp proofing.-4" foundation drains shall be laid on level, undisturbed ground adjacent tothe footings at or below the top of the basement slab or crawl space floor,and shall be covered with 6" of crushed stone. Foundations drains shalldrain to storm sewer, drainage ditch, drywell or sump pump.-Window well shall be drained to the footing -downspouts not directlyconnected to a storm sewer shall have extensions to carry water awayfrom building, and provisions shall be made to prevent soil erosion.-Concrete slabs in attached garages shall be sloped to drain to theexterior.-The building site shall be graded so the surface, suamp and roof drainagewill not accumulate at or near the building and will not adversely affectadjacent properties.
Footings:-Minimum 3600 Psi (25Mpa) poured concrete-Min. 48" below finished grade-Footings shall be founded on natural undisturbed soil, rock or compactedgranular fill with minimum bearing capacity of 150 Kpa (3000 Psf)
Footing Size:
-Increase footing width by 3" for each story of brick veneer supported,and by 5" for each storey of masonry.-The projection of an unreinforced footing beyond the wall supported shallbe greater than its thickness.
Step Footings:-Vertical riseMax. 24" for firm soils.Max. 15" for sand or gravelMin. horizontal run=24"
Natural Ventilation:-Every roof space above an insulated ceiling shall be ventilated withunobstructed openings equal to not less 1/300 of insulated area.-Insulated roof spaces not incorporating an attic shall be ventilated withunobstructed opening equal to not less than 1/150 of insulated area.-Roof vents shall be uniform ally distributed and designed to prevent the entry ofrain, snow or insects.-Unheated crawl spaces shall be provided with 1.1ft² of ventilation for each 538ft².-Minimum natural ventilation areas, where mechanical ventilation is notprovided, are:Bathrooms: 0.97 ft²Other rooms: 3ft²Unfinished basement: 0.2% of the floor area
Foundation Walls:-250mm (10") poured concrete wall25 Mpa (3600 Psi) + 6% airMax: 6'-6"(1981mm) below gradeMin: 6" above finished gradeDamp proofing shall be a heavy coat of Bituminous material.-lateral support of wall provided by anchored sill plate. Water proofing theexterior face of wall below grade in conformance with articles 9.13.5.1 &9.13.5.2 of the O.B.C. or damp proof the exterior face of wall below grade inconformance with articles 9.13.3.1 & 9.13.3.2 of the O.B.C provide foundationwall drainage conforming to article 9.14.2.1 of the O.B.C.-A drainage layer shall consist of-Min. 3/4" mineral fibre insulation with min. density of 3.6 lb/ft²-Min. 4" of free drainage granular material, or-An approved system which provides equivalent performance-Foundation walls shall be braced or have the floor joists installed beforebackfilling
Concrete Floor Slabs:-Garage, carport and exterior slabs and exterior steps shall be 4000 Psi (28Mpa)+5 to 8% air entrainment-Other slabs shall be 3600 Psi (25 Mpa) concrete-Min.4" thick, placed on a min. 6" of coarse, clean, granual material-All fill other than coarse clean material placed beneath concrete slabs shall becompacted to provide uniform support
Masonry Walls:-Where constructed of 3 1/2" brick, wall shall be bonded with header courseevery 6th course-Provide 2" soled masonry under beams and 1 1/2" columns-Masonry wall to be tied to each tier of joists with 19/16"X3/16" corrosionresistant steel straps, keyed minimum 4" into masonry. When joists are parallelto wall, ties are to extend across at least 3 joists @ 6'-7" o/c.-Inside back of wall to be parged and covered with no. 15 breather, type asphaltpaper-For reducing foundation walls to allow a brick facing while maintaining lateralsupport, tie min. 31/2" brick to min. 31/2" back up block with corrosion resistantties at least 0.028 in² in cross sectional area & 8" spaced vertically and 2'-11"horizontally, with joints completely filled with mortar.-Masonry over openings shall be supported on corrosion resistant or primepainting steel lintels with a min. of 57/8" end bearing.
Masonry Veneer:-Min. 23/4" thick if joints are not raked and 31/2" thick of joints are raked.-Minimum 1" air space to sheathing-Provide weep holes @ 311/2" o/c at the bottom of the cavity and over doorsand windows.-Direct drainage through weep holes with 20mil poly flashing extending min,57/8"up behind the sheathing paper-Veneer ties min. 0.030" thick x7/8" wide.Corrosion resistant straps spaces @ 235/8" vertically and 153/4" horizontally-Fasten ties with crossing resistant’s 0.125" diameter screws or spiral nailswhich penetrate at least 13/16" into studs.
Stairs:-Maximum rise 77/8"-Minimum run 81/4"-Minimum tread 91/4"-Minimum Headroom 6'-5"-Minimum width 2'-10"-Curved stairs shall have a minimum run of 57/8" at any point and minimumaverage run of 77/8"-Winders which converge to a point in stairs must turn through an angle of nomore than 90° with no less than 30° & more than 45° per tread. Steps ofwinders must be separated by 3'-11"along the run of the stair.-A landing minimum 2'-11" in length is required at the top of any stair leading tothe principal entrance to a dwelling, and other entrances more than 3 risers.-Exterior concrete stairs with more than 2 risers
Guards:Guards as per O.B.C. 9.8.8.
Material Property and Specification:1-Exterior wood columns shall be pressure treated per OBC. Rough carpentryto comply with the OBC.2-Wood framing members that are not pressure treated with a woodpreservative and which are supported on concrete or concrete block in contactwith the ground or fill shall be separated from the concrete or concrete block byat least 2 mil polyethylene film or type "S" roll roofing.3-Typical partitions, load bearing and non-load bearing walls are 2"x6" studs @16" O/C with 2"X6" bottom plate and 2-2"x6" top plate.4-Trim for exterior/interior shall be "custom" grade softwood for paint asdefined by AWMAC standard.5-Wood subfloor shall be T&G plywood glued and screwed to wood joists.6-Install 3/4" plywood backing for towel bars, grab bars and built in cabinet.
Wood Frame Construction:-All lumber shall be sprus-pin-fir No. 1&2 and shall be identified by a gradestamp.Maximum moisture content 19% at time of installation-Wood framing members which are supported on concrete in direct contactwith soil shall be separated from the concrete with 6mil polyethylene
Walls-Exterior walls shall consist of:-Cladding-Sheathing paper lapped 4" at joints-3/8" fibreboard or gypsum board or 1/4" plywood sheathing-2"x6" studs wall @ 16" o/c-2"x6" bottom plate and double 2"x6" top plate-2"x4" studs @ 16" o.c. can be utilized provided the combined R value ofthe batt insulation and exterior rigid insulation achieves R-17-Interior loading walls shall consist of:-2"x4" studs @ 16" o.c.-2"x4" bottom plate and double 2"x4" top plate-2"x4" mid-girts if not dheated-1/2" gypsum board sheathing
Floors:-See table below for floor joist size and spacing (uno) requirements:-Joists to have min. 11/2" end bearing.-Joists shall bear on a sill plate fixed to foundation with 1/2" anchor bolts @6'-0" o/c. header joists between 3'-11" & 10'-6" in length shall be doubled.Header joists exceeding 10'-6" shall be sized by calculation.-Trimmer joists shall be doubled when supported leader is between 2'-7" &6'-7"-Trimmer joists shall be sized by calculation when supported header exceeds6'-7"-2"x2" cross bridging required not more than 6'-11" from each support andfrom other rows of bridging.-Joists shall be supported on joist hangers at all fush beams, trimmers, andheaders.-Joists located under parallel non-loadbearing partitions shall be doubled-See table below for subflooring requirements.
Roof & Ceilings:-See table below for rafter, roof joists and ceiling joist size and spacingrequirements-Hip & valley rafter shall be 2" deeper than common rafters-2x4 collar ties @ rafter spacing with 1x4 continuous brace at mid span ifcollar tie exceeds 7'-10" in length-See table below for roof sheating requirements
Notching & Drilling of Joists, Rafters:-Holes in floor, roof and ceiling members to be max. 1/4"xactual depth ofmember and not less than 2" from edges-Notches in floor, roof and ceiling members to be located on top of themember within 1/2 the actual depth from the edge of bearing and notgreater than 1/3 joist depth.-Wall studs may be notched or drilled provided that no less than 2/3 thedepth of the stud remains, if load bearing, and 19/16" if non-load bearing-Roof truss members shall not be notched, drilled or weakened unlessaccommodated in the design
Floor Joists:
Floor Joists: (Where ceiling is installed)
-Fasteners for roofing shall be corrosion resistant. Roofing nails shallpenetrate through or at least 1/2" into roof sheathing-Every asphalt shingle shall be fastened with at least 4" nails-Eave protection shall extend 2'-11" up the roof slope from the edge, and atleast 113/4" from the inside face of the exterior wall, and shall consist of type Mor S Roll roofing laid with min. 4" head and end laps cemented together, orglass fibre or polyester fibre coated base sheets, or self-sealing compositemembranes consisting of modified bituminous coated material. Eave protectionis required for unheated buildings, for roofs exceeding a slope of 1/1.5 orwhere a low slope asphalt shingle application is provided.-Open valleys shall be flashed with 2 layers of roll roofing, or one layer of sheetmetal min 235/8" wide.-Flashing shall be provided at the intersection of shingle roofs with exteriorwalls and chimneys.-Sheet metal fashinf shall consist of not less than 1/16" sheet lead, 0.013"galvanized steel, 0.018" copper, 0.018" zinc, or 0.019" aluminium.
Columns, Beams & Lintels:-Steel beams and columns shall be shop primed.-Min. 31/2" end bearing for wood and steel beams with 8" solid masonrybeneath the beam.-Steel columns to have minimum outside diameter of 3" and min. wall thicknessof 3/16".-Wood columns for carports and garages shall be min. 31/2"x31/2" in all othercases either 51/2"x51/2' or 71/4" round, U.N.O. all columns shall be not lessthan the width of the supported member.-Masonry columns shall be a minimum of 113/8"x113/8" or 91/5"x15"-Provide solid blocking the full width of the supported member under allconcentrated loads.
Insulation & Weatherproofing:Ceiling with attic R-50Roof without attic R-30Exterior wall R-24Foundation wall R-12Foundation>50% exposed R-17Exposed floor R-30Slab on grade R-10 (Unheated)Slab on grade R-10(heated)Supply ducts in unheated space R-12-Insulation shall be protected with gypsum board or an equivalent interiorfinish, except for unfinished basements where 6 mil poly is sufficient forfibreglass type insulations.-Ducts passing through unheated space shall be made airtight with tape orsealant.-Caulking shall be provided for all exterior doors and windows between thefram and the exterior.
Cladding:-Weather stripping shall be provided on all doors and access hatches to theexterior, except doors from a garage to the exterior-exterior walls, ceiling and floors shall be constructed so as to provide acontinuous barrier to the passage of water vapour from the interior and to theleakage of air from the exterior.
Note to this table1-All lumber to be No. 1&2 SPF or better2-Strapping & cross bridging maximum 6'-11" from end support & other rowsof strapping & bridging.3-Ceiling joist table may be applied only where attic is not accessible by astairway.4-where finished flooring consists of 3/4" wood stairs, subfloor may bereduced to 1/2 “.
٭٭٭DO NOT SCALE DRAWINGS DUE TO COPYING CHANGES٭٭٭
No. Description Date By
1 Portfolio Fisrt Edition 2015-03-15 AMR