Alternative Construction Research Guide - GCCDS

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framingconstructionprocessspeeddeliverymethodrequiredequipmentspecializedlaborwindresistancewaterresistancefireresistancethermalperformancelife spanenvironmentalimpactproductversatilitymarketexposurecodeapprovalaffordabilitycoastalconsiderationsconventionalframingadvanced wall framingengineered woodstud framingsteel stud framingengineered woodfloor trussesengineered steelfloor trussesengineered woodroof trussesengineered steelroof trussescapability of engineered lumber is why it isoften used when large beams or long spans arerequired.Steel StudsAnother alternative to dimensional lumberframing is steel stud framing. While more typicalin commercial construction, it is nonethelessa viable alternative in residential construction.When used in large volumes steel studs canprovide cost savings for the builder. Althoughthey require more precise methods of connectionthan wood framing, steel studs offer heightenedstructural capacity and other advantages.Engineered Roof and Floor TrussesCommonly used in residential development,engineered wood and steel roof and floor trussescan allow for greater spans than conventionallumber. Manufactured off site in a controlledenvironment, the precision and consistencyof quality are viewed as major advantages.Additionally, open web trusses allow for utilitiesto run in either direction without cutting throughlumber joists. Roof trusses can allow flexibility inform. Engineered wood floor trusses are typicallyconstructed in an open-web design consisting ofmostly 2x4 lumber connected at joints with metalplates.Coastal builders must address the manychallenges in making residential structuresresilient in an environment with high winds andhumidity. Ensuring that joints are properly sealedand connections strapped, regardless of theframing system used, is essential.FURTHER INFORMATIONEnergy Efficiency and Renewable Energy-Clearinghouse (EREC):www.eren.doe.gov/buildingsToolbase:http://www.toolbase.org/PDF/Design<strong>Guide</strong>s/OTHER TYPES OFFRAMING SYSTEMSFraming Systems structural component system
4FRAMING SYSTEMSsubjects4.1 Conventional Wood Framing4.2 Advanced Wood Framing4.3 Engineered Wood Stud Framing4.4 Steel Stud Framing4.5 Engineered Floor Trusses4.6 Engineered Roof Trusses
Page 3: The Gulf Coast Community Design Stu
Page 10: factoryassembledhomesconstructionpr
Page 13 and 14: Required Equipment: A crane and lif
Page 15 and 16: Component Homes | 1.2Component Home
Page 17 and 18: DESIGNComponent Homes | 1.2Environm
Page 19 and 20: PERFORMANCEWind Load: Kits can be d
Page 21: stall whatever the factory assemble
Page 24 and 25: panelsconstructionprocessspeeddeliv
Page 26 and 27: 2.1 | Wood SIPsWood SIPsOverview: S
Page 28 and 29: 2.1 | Wood SIPsLife Span: The OSB a
Page 30 and 31: 2.1 | Wood SIPsMM & I Construction
Page 32 and 33: 2.2 | Non-Wood SIPsand full constru
Page 34 and 35: 2.2 | Non-Wood SIPssome information
Page 36: 2.3 | Framed PanelsThe strength of
Page 39 and 40: Stacked Unit SystemsStacked unit sy
Page 41 and 42: 3STACKED UNIT SYSTEMSsubjects3.1 In
Page 43 and 44: should be done carefully, as the co
Page 45 and 46: Concrete Masonry Units (CMU) | 3.2C
Page 47 and 48: Concrete Masonry Units (CMU) | 3.2D
Page 49 and 50: AAC is naturally resistant to termi
Page 51: Framing SystemsFraming systems are
Page 55 and 56: which allows for expedient construc
Page 57 and 58: Advanced Wood Framing | 4.2Advanced
Page 59 and 60: esidential building codes but may n
Page 61 and 62: ut can be designed to carry increas
Page 63 and 64: Water Resistance: Steel studs are t
Page 65 and 66: Engineered Floor Trusses | 4.5Engin
Page 67 and 68: Versatility / Flexibility: Engineer
Page 69 and 70: equired, construction crews should
Page 72 and 73: Chapter 5, Elevated Foundations, is
Page 74 and 75: floorsconstructionprocessspeeddeliv
Page 76 and 77: 6.1 | 2x6 Tongue and Groove Decking
Page 78 and 79: 6.2 | Suspended Cast-in-Place Decks
Page 80 and 81: 6.2 | Suspended Cast-in-Place Decks
Page 82 and 83: 6.3 | Floor FinishesSpeed of Constr
Page 84 and 85: 6.3 | Floor FinishesGULF COAST AVAI
Page 86 and 87: insulationrequiredequipmentthermalp
Page 88 and 89: 7.1 | Exterior FinishesExterior Fin
Page 90 and 91: 7.1 | Exterior FinishesEnergy / The
Page 92 and 93: 7 .2 | SheathingSheathingOverview:
Page 94 and 95: 7 .2 | SheathingMarket Exposure: OS
Page 96 and 97: 7.3 | InsulationAfter the foam drie
Page 98 and 99: 7.3 | InsulationInstallation: Miner
Page 100 and 101: 7.4 | Interior Finishesthe job and
Page 102 and 103:
7.4 | Interior FinishesWOOD & WOOD
Page 104 and 105:
7.4 | Interior FinishesMASONRYStone
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oofsconstructionprocessspeeddeliver
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8.1 | Radiant BarriersRoofRadiant b
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8.1 | Radiant Barrierssometimes rea
Page 112 and 113:
8.2 | ShinglesEnergy/Thermal: Aspha
Page 114 and 115:
8.3 | Metal RoofsBecause the screws
Page 116 and 117:
8.4 | Tile RoofsPERFORMANCETile Roo
Page 118 and 119:
8.5 | Rubber RoofsINSTALLATIONRubbe
Page 120 and 121:
8.5 | Rubber RoofsDESIGNEnvironment
Page 122 and 123:
App. I | Insuring HomesI. Insuring
Page 124 and 125:
App. II | Energy Efficiency in Home
Page 126 and 127:
App. II | Energy Efficiency in Home
Page 128 and 129:
App. III | Site WorkIII. Site WorkT
Page 130 and 131:
App. IV | Further ResearchIV. Furth
Page 132 and 133:
App. V | GlossaryCompression: Physi
Page 134 and 135:
App. V | GlossaryShear Wall: Walls
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App. VI | EndnotesChapter 3: Cast a
Page 138 and 139:
App. VI | Endnotes2. “HardiePlank
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App. VII | Images UsedFig.8Fig.9Fig
Page 142 and 143:
App. VII | Images UsedFig.16Fig.17I
Page 144 and 145:
App. VII | Images UsedFig.2Fig.3Fig
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Alternative Construction Research Guide - GCCDS

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