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Residential Deck Drawings - biupa.com

1/2" LedgerLumbe BoltsSizeSpan [A]SizeSpan [B] min. dia. [C] min. thick [D] min. dia. [C] min. thick [D]Spacing(nominal)(feet)(nominal)(feet) (i nches)(inches)(inches)(inches)(i nches)(2) 2 x 6512615824(2) 2 x 87137191024(2) 2 x 109158231224(2) 2 x 1211179241224(2) 2 x 87147201016(2) 2 x 109179241216(2) 2 x 1210189251316(2) 2 x 108179241216(2) 2 x 1291892613162 x 1216(2) 2 x 1282010281412a. Choose onejoist size and cooresponding maximumspan. All joists are spaced a maximumof 16" Choose onefloorbeam(entire row) that coorespondswith the size of joist x 810 Floor JoistsaChooseJois tSize82 x 62 x 1013 Footing SizeSingle -Span Floor Jois tsMulti-Span Floor Jois tsFloor lumber shall be pressure treated for exterior use.

Galvanized metal connector (typ.) @ top of all stringers) Risers shall not allow a 4" dia. object to pass through. 4x4 guardrail support post (typ.)

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Transcription of Residential Deck Drawings - biupa.com

1 1/2" LedgerLumbe BoltsSizeSpan [A]SizeSpan [B] min. dia. [C] min. thick [D] min. dia. [C] min. thick [D]Spacing(nominal)(feet)(nominal)(feet) (i nches)(inches)(inches)(inches)(i nches)(2) 2 x 6512615824(2) 2 x 87137191024(2) 2 x 109158231224(2) 2 x 1211179241224(2) 2 x 87147201016(2) 2 x 109179241216(2) 2 x 1210189251316(2) 2 x 108179241216(2) 2 x 1291892613162 x 1216(2) 2 x 1282010281412a. Choose onejoist size and cooresponding maximumspan. All joists are spaced a maximumof 16" Choose onefloorbeam(entire row) that coorespondswith the size of joist x 810 Floor JoistsaChooseJois tSize82 x 62 x 1013 Footing SizeSingle -Span Floor Jois tsMulti-Span Floor Jois tsFloor lumber shall be pressure treated for exterior use.

2 Allmetal fasteners & hangers shall be G185 galvanized,stainless steel or otherwise compatible with the bolts shall be 1/2" diameter, beams, joists, posts and decking shall be No. 2 Southern Pine, or beamsplices and top rails shalloccur at a post orotherwise on adequate footings shall be cast-in-place concrete with a psicompressive are required at all a reas where the deck /porchfloor is greater than 30" above grade a t any guards shall be 36" tall (min.) and beconstructed such that a 4" diameter object will not passth post spacing shall not exceed 6 guards & handrails at stairs shall range from 34"to 38" vertically above the stair ends, at the top and bottom,shallterminate intoa post or be returned to a stairs with closed risers, treads shall have a projectednosing ranging from 3/4" to 1-1/4".

3 All treads and risersshall be capconnectorProperty Owner:Name:Sheet o f 4 Application deck /porch floor shall be within 8-1/4" of the top of thedoor Load Deflection: Joists & Beams- L/360 Guards- Loads:Floor Live Load - 40 (min.)Wind Speed - 90 mphSoil Bearing Pressure - 3000 shallbe designed for a 200 lb. concentrated loadplaced along the top rail in any direction,at any deck /porch is not designed for hot-tub or spa exterior stairs & associated landings shall size is based on the height of the deck floor abovefinished grade (at the highest point):0' to 8' high:4x4,4x6,6x68' to 10'high:4x6,6x610'and up:6x6 (required for multi-level decks too) separated beams shall receive full depth solid blockingat 24" on center, actual field construction shall match the approvedplans.

4 All field changes and/or deviations require anEngineering Change TableBeamto Post Connection OptionsMin. 3/4" notcheach :Phone:Designer:Name:Address:Phone:Contr actor:Name:Address:Phone:(see note 18)6x6 posts req'd over 10')4x6 posts (up to 10')4x4 posts (up to 8 ') Residential deck Drawings [1] Choose one floor joist size with the associated span,[2] Choose one floor row applies.[3] Choose one beamto postconnection option.[4] Choose one postsize based on the height of the deck DrawingsMin. 1-1/2"notch in [ ][ ][ ]6x6 posts req'd over 10')4x6 posts (up to 10')4x4 posts (up to 8 ')6x6 posts req'd over 10')4x6 posts (up to 10')4x4 posts (up to 8 ' )6x6 posts req'd over 10')4x6 posts (up to 10')4x4 posts (up to 8 ')[ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ][ ]Connection to building(see sheet 4 o f 4 )

5 12" "2x12 stair stringers@ 18" o/cFoundation &Framing Plan6'-0" FinishedFloor Planfinished grade4" diameter object shall not passthrough (typ.)2x4 top rail (typ.)FrontElevationViewmin.'-"(typical for all guardrail support posts)2x4 diagonal brace attachedto bottom o f joists, requiredon all decks, in all g uardrail support p ostwith (2) 1/2" dia. carriagebolts @ bottom (typ.)36"(min.)2'-0" max. joistPost baseconnector4x4 g uardrail supportpost blocking (typ.)See table for req'dSheet o f 4 Application deck Drawings "Span [B] (typ.)

6 '-"Single-Span Deckoverhang ( typ.) " thick floordecking material, (typ.)6x6 diagonal bracing req'd atall posts when deck /porchfloor exceeds 10'above anyadjacent diameter (C).[10]Choose a footing option:Post on topof buriedconcretefootingPost attachedto top ofconcretefooting30" " min." " thick floordecking material, (typ.)The actual field construction shallmatch the approved plans. All fieldchanges and/or deviations require anEngineering Change approval.[6] Fill in this over-all deck [A] (typ.)Span [A] (typ.)

7 Multi-Span DeckSpan [A] (typ.)Span [B] (typ.)[7] Fill in this over-all deck dimension.[8 ] Fill in the s tairwidth in inches(36" min.).[9] Using the answer toStep 5, fill in thefooting diameter ininches.[ ][5] C hoose one span c onfiguration:Multi-SpanSingle-Span[ ][ ][ ]30" metal connector (typ.) @top of all stringers)Risers shall not allow a 4" to pass guardrail support post (typ.)2x6 handrail shall end into post (typ.)2x2 balusters @ less than 4"spacing (typ.)All 2x12 stringers anchored toconcrete SectionView34" to 38"8 1/4" "min.

8 (3) 2x12 stringers, " " " decking, typical34" to 1-14" tread nosingfinished gradeExisting brick veneerLeft SideElevation V ie w112" " " " " thick gradeSheet o f 4 Application deck Drawingsall risersHandrail Height14" groove36" footingThe actual field construction shallmatch the approved plans. All fieldchanges and/or deviations require anEngineering Change approval."Double joist at "-38" handrail height34"-38" handrail height34"-38" handrail height[11] Fill in the highest pointabove grade in inches.

9 [12]Choose a handrailgrip style:[ ][ ][ ]1/2" dia. carriage bolts (typ.) @diagonal brace)6x6 diagonal brace required whendeck/porch floor exceeds 10'aboveany adjacent post (typ.)finished gradePost &BeamDetail2'-6" '-0"45 LedgerBoard DetailsFull depth blocking @ 24" o/cBrick Veneer ApplicationsSiding A pplicationsBrick/Block ApplicationsFlashing required fromunder the siding, over topandbehind ledger board,with drip-edge at board same size asdeck joist, bolts or lag screwsinto rim joist (or wall studs).

10 Min. two bolts @ each table on Sheet ApplicationsMetaljoist hangerLedger board same size asdeck joist, hangerLedger board same size asdeck joist, hangerLedger board same size asdeck joist, hangerWeep holes not blocked orcoveredThrough bolts or two bolts @each table on Sheet o f 4 Application deck Drawings12" to surround allledgerboard bolts. Provide spacerto allow for to surround allledgerboard bolts. Provide spacerto allow for bolts or two bolts @each table on Sheet to surround allledgerboard bolts.


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