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Conventional Roof Framing Class Exercise 1 - 30 0 Residential Studies Certificate IV 2182D. Using the Floor Plan & Details provided complete the Preliminary Calculations so that the most economical Size, Span and Spacing Of the Ceiling and Roof members can be achieved.
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Conventional Roof Framing Class Exercise 1 - 300 Residential Studies Certificate IV 2182D
Using the Floor Plan & Details provided complete the Preliminary Calculations so that the most economical Size, Span and Spacing Of the Ceiling and Roof members can be achieved.
Floor Plan Class Exercise 1 Note: Hyspan LVL Strutting Beams to Living/Family & Living/Dining rooms as shown
Preliminary Calculations Common Rafter True Length of Common Rafter Pitch 300 Half Span = 7.570 – 0.150 2 = 3.635m Rise = 30 Tan x 3.635 = 2.099m TLCR = 4.197 Rise 2.099 TLCR = 3.635 30cos = 4.197m 300 Half Span 3.635
Calculate Common Rafter Span - RLW 2.098 4.197 2.098 RLW = 4.197 2 = 2.098m RLW = 2.098m Say 2.100m
Calculate Eaves Overhang – Eaves RLW TL O/Hang = 0.450 + 0.150 COS 30 = 0.693m 0.693m RLW Eaves = 0.693m 0.150 0.450
Strut = Calculate Fan Struts 2.1 2.098 Strut = Tan30 x 2.098 = 1.211 2.098 0.693 Strut 1.211
Calculate Fan Strut Length 1.211 1.211 Fan Strut = 1.2112 + 1.2112 = 1.713m or = 1.211 cos 45 = 1.713m 1.211 1.713 1.713 Half Spread Fan Strut = 1.211m Fan Strut Length = 1.713m
Calculate Distance X. 2.098 2.098 0.693 Run of rafter = 3.635 Distance X is the distance From the inside of the plate to the centre of the underpurlin. The Formula is Run of rafter divided by 2 minus the width of the wall plate 3.635 / 2 = 1.818 1.818 – 90 = 1728
Summary: Rafter Span = 2.098 Say 2.100 RLW Underpurlin = 2.1 Eaves Overhang = 0.693 Distance X = 1.728 Half spread of the fan strut = 1.211 Full spread of the fan strut = 2.422 Length of strut = 1.713
Using the information from the Preliminary Calculations & The Job Specification Fill in the Project job sheets to arrive at final design requirements.
General Information from Project Details Fill in comments column with information from project specification
General Information from Project Details Seasoned S/Wood Fill in comments column with information from project specification
General Information from Project Details Seasoned S/Wood MGP 15 Fill in comments column with information from project specification
General Information from Project Details Seasoned S/Wood MGP 15 6 – N3 Fill in comments column with information from project specification
General Information from Project Details Seasoned S/Wood MGP 15 6 – N3 10Kg/m2 Fill in comments column with information from project specification
General Information from Project Details Seasoned S/Wood MGP 15 6 – N3 10Kg/m2 Conventional Fill in comments column with information from project specification
General Information from Project Details Seasoned S/Wood MGP 15 6 – N3 10Kg/m2 Conventional 2.700 Fill in comments column with information from project specification
General Information from Project Details Seasoned S/Wood MGP 15 6 – N3 10Kg/m2 Conventional 2.700 0.450 Fill in comments column with information from project specification
Using A.S. 1684.2 (2006) – Section 7 Roof Framing 1. Obtain information for Ceiling Joists to complete job sheet. 7.2.4 7.3.6 • Page 81 – rule 7.2.4 ceiling joists (building practice) 2. Page 98 – rule 7.3.6 ceiling joists (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15)
Using A.S. 1684.2 (2006) – Section 7 Roof Framing 1. Obtain information for Ceiling Joists to complete job sheet. 7.2.4 21 7.3.6 • Page 81 – rule 7.2.4 ceiling joists (building practice) 2. Page 98 – rule 7.3.6 ceiling joists (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Find allowable spans for 90 x 35 MGP15 ceiling joists from table 21 supp. 6
Using A.S. 1684.2 (2006) – Section 7 Roof Framing 1. Obtain information for Ceiling Joists to complete job sheet. 2.400 7.2.4 21 7.3.6 • Page 81 – rule 7.2.4 ceiling joists (building practice) 2. Page 98 – rule 7.3.6 ceiling joists (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Find allowable spans for 90 x 35 MGP15 ceiling joists from table 21 supp. 6
Using A.S. 1684.2 (2006) – Section 7 Roof Framing 1. Obtain information for Ceiling Joists to complete job sheet. 2.400 7.2.4 21 2.800 7.3.6 • Page 81 – rule 7.2.4 ceiling joists (building practice) 2. Page 98 – rule 7.3.6 ceiling joists (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Find allowable spans for 90 x 35 MGP15 ceiling joists from table 21 supp. 6
2. Obtain information for Hanging Beams 7.2.5 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15)
2. Obtain information for Hanging Beams 7.2.5 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
2. Obtain information for Hanging Beams 7.2.5 3.500 1.750 23 7.3.7 • Page 82 – rule 7.2.5 Hanging Beams (building practice) 2. Page 99 – rule 7.3.7 Hanging Beams (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) 4. Determine Hanging Beams to rooms from table 23 supp. 6, MGP15
3. Obtain information for Rafters 7.2.11 7.3.13 Fill in comments column with information from project specification & Prelim. Calcs. • Page 86 – rule 7.2.11 Rafters (building practice) 2. Page 105 – rule 7.3.13 Rafters (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15)
3. Obtain information for Rafters 7.2.11 29 7.3.13 Fill in comments column with information from project specification & Prelim. Calcs. • Page 86 – rule 7.2.11 Rafters (building practice) 2. Page 105 – rule 7.3.13 Rafters (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) • Determine Rafter Size from table 29 supp. 6, MGP15, N3 • (Check - single or continuous span - roof mass – span – O/hang)
3. Obtain information for Rafters 7.2.11 1.200 29 7.3.13 Fill in comments column with information from project specification & Prelim. Calcs. • Page 86 – rule 7.2.11 Rafters (building practice) 2. Page 105 – rule 7.3.13 Rafters (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) • Determine Rafter Size from table 29 supp. 6, MGP15, N3 • (Check - single or continuous span - roof mass – span – O/hang)
3. Obtain information for Rafters 7.2.11 1.200 29 2.100 7.3.13 Fill in comments column with information from project specification & Prelim. Calcs. • Page 86 – rule 7.2.11 Rafters (building practice) 2. Page 105 – rule 7.3.13 Rafters (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) • Determine Rafter Size from table 29 supp. 6, MGP15, N3 • (Check - single or continuous span - roof mass – span – O/hang)
3. Obtain information for Rafters 7.2.11 1.200 29 2.100 7.3.13 0.693 Fill in comments column with information from project specification & Prelim. Calcs. • Page 86 – rule 7.2.11 Rafters (building practice) 2. Page 105 – rule 7.3.13 Rafters (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) • Determine Rafter Size from table 29 supp. 6, MGP15, N3 • (Check - single or continuous span - roof mass – span – O/hang)
3. Obtain information for Rafters 7.2.11 1.200 140 x 45 29 2.100 7.3.13 0.693 Fill in comments column with information from project specification & Prelim. Calcs. • Page 86 – rule 7.2.11 Rafters (building practice) 2. Page 105 – rule 7.3.13 Rafters (member sizes) 3. Determine Span Table of supplements (supp. 6, N3, s/softwood, MGP 15) • Determine Rafter Size from table 29 supp. 6, MGP15, N3 • (Check - single or continuous span - roof mass – span – O/hang)
4. Obtain information for Collar Ties 7.2.16 & 7.3.17 Check section 7 (Roof Framing) for information – rules & tables for Collar Ties Note: Find rules relating to Collar Ties. Page 90 Rule 7.2.16 & Page 109, Rule 7.3.17 – Other members or Components, states that Table 7.6 give details for miscellaneous roof framing members not given in span tables of the supplements.
4. Obtain information for Collar Ties 7.2.16 & 7.3.17 7.6 (page 110) Check section 7 (Roof Framing) for information – rules & tables for Collar Ties Note: Find rules relating to Collar Ties. Page 90 Rule 7.2.16 & Page 109, Rule 7.3.17 – Other members or Components, states that Table 7.6 give details for miscellaneous roof framing members not given in span tables of the supplements. Page 110, Table 7.6 – Collar Ties gives required Information