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0 <br />0 <br />0 0 <br />20VIDE MINIMUM l�o" 26 GA VALLEY FLASHING AT 0 0 <br />.L ROOF CHANGES AND SIDE WALL AREAS PER 0 <br />0 <br />>C 101.2.5 /R­03.71.5. 103.5., "303.2 AND "305 PLACE <br />)OF CEMENT COATING AT ROOF DECKS EDGES OF 0 <br />ASHING AND ALL LAPS. NAIL FLASHING WITH 1 1/2" 0 0 <br />�OF NAILS 12" OC 0 0 <br />0 0 <br />0 <br />0 <br />0 0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />0 0 SIDE WALLS OR CHIMNEY WALLS <br />0 MINIMUM 5"XSII 26 GA ANGLE FLASHING <br />0 0 OR STEP FLASHING, SEE NOTE A50VE <br />0 <br />0 <br />ROOF DECK AT SIDE WALLS <br />DETA <br />IF "FLOOR TRUSSES" (6 16" O.C.) <br />STRAP w/MTS12 EA. TRUSS OR <br />JOiST <br />--------� — <br />—7-7-,, ------I <br />IF "ROOF TRUSSES" (0 24" O.C.) <br />\ <br />STRAP OVER TOP TO OTHER 501 <br />\ \ I w/MT512 @ EA. TRUSS <br />\ <br />..a•..::•a <br />.: <br />-' d.. e <br />e.. <br />S,. <br />A" 1'-0n [4" <br />In <br />iNTE:RIOR 5EARING IN <br />NON -DROP DOWN AREAS <br />2x4 <br />5" EM5EDMENT OF TIE MAX G <br />APPROVED EPDXY IS ACCEP' <br />FROM EACH CORNER, EACH SI <br />OR WINDOW AND 6' O.G. MIN. 1` <br />EVALUATION SERVICES, INC.tC+lUl1�t5 <br />SPECIAL INSPECTION FOR ALL EPDXY PR <br />RETROFIT APPLICATIONS. <br />SIMPSON LSU2' <br />2x& P.T.'s <br />2x12 STRINGER - <br />REFER TO ELEV. <br />FOR LOCATION <br />ST. ANGLE <br />SIMPSON LUS26 EACH STRINGER <br />SIMPSON TAZ STAIRCASE ANGLE <br />12 "x 12 "X 12 "0. J <br />CONC. PAD. <br />=SON TAZ <br />JRCASE ANGLE <br />2x2 RAILS <br />2x4 SUPPORT <br />2x4 HANDRAIL <br />4x4 PT POST --% <br />2x4 <br />0 <br />STAIR FRAMING DETAILS <br />RESIDENTIAL <br />Design Statement. <br />This project 1s designed per 1601.1.1 The <br />Handrail assemblies and guards are <br />designed to resist a load of 50 pit <br />(0.13 kN/in) applied in any direction at the <br />top and to transfer this load through the <br />supports to the structure. <br />Guard opening limitations. Required <br />guards on open sides of stairways, raised <br />floor areas, balconies and porches shall <br />have intermediate rails or ornamental <br />closures which do not allow passage of a <br />sphere 4 inches (102mm) or more in <br />diameter. <br />(2)11 x 4-1/2" LAC: SCREWS <br />The triangular openings formed bg the riser, tread and bottom <br />rail of a guard at the open side of a stairway are permitted to <br />be of such a size that a sphere 6 inches (152 mm) cannot pass <br />through <br />openings for required guards on the sides of stair treads <br />shall not allow a sphere 4 3/8 inches (101 mm) to pass through. <br />^ . . S , a •� L E V. (- )01 — 11 <br />a= . GARAGE F.F. .° <br />♦a .4 . . n <br />2 - #5 CONT. <br />411 11-011 411 64511 O.C. TYP. (ON 3" CHAIRS) <br />BOAR Na <br />THREADSM ROD OPT 1 ON <br />HAND[ <br />2x4 TOP <br />.ATE Y.P. <br />OCKiNG <br />P. <br />V 11 11 VV 1 l ♦_NV.f.. <br />LEDGER ATTACHMENT <br />�(1) PT 2x4 <br />50TTOM PLATE <br />rpA I-LEV, 01-0II <br />L i V I NG F.F. <br />Design Statement: <br />This project is designed per 1601.1.1 The — <br />Handrail assemblies and guards are <br />designed to resist a load of 50 pit <br />(0.13 kN/m) applied in any direction at the 2 X TOP RAIL <br />top and to transfer this load through the <br />supports to the structure. <br />4X4P05T <br />1'-411 MAX SIMPSON HD2A-1DG <br />PARALLEL LAYOUT <br />1 N <br />mLLI <br />iLU <br />X <br />I _ <br />@� <br />lu <br />X <br />LILl <br />SIMPSON HD2AHE)G <br />1 <br />N O <br />w/5/8" BOLTS PER <br />MANUR RECOMMENDATIONS <br />SiMPSON HD2A-IDG <br />PERPENDICULAR LAYOUT <br />PLAN VIEW <br />II <br />2 x 4 TOP -RAIL <br />—4 <br />Z C,4 <br />d) <br />J." <br />m <br />lci <br />� LU <br />1L <br />LU <br />tYl <br />f2 (lt <br />lU <br />2x10 ATTACHED TO POST <br />(2)" CARRAIGE BOLTS <br />3-1/2" SIMPSON STRONG -DRIVE <br />SCREW (SDS) SD525213 (2 <br />SCREWS 32O.C.) <br />lO <br />Ix 2 <br />(2) 5/0" x 5" 5OLTS <br />RAILING: DETAI <br />Design Statement: <br />0 This project is designed per 1601.1.1 The <br />Handrail assemblies and guards are <br />designed to resist a load of 50 pit <br />(0.13 W/m) applied in any direction at the <br />top and to transfer this load through the <br />supports to the structure. <br />tm <br />WO DECKING <br />PEFSPECIFiCATIONS <br />2X S sl iro" O.C. <br />SIMPSON LUS28 EACH JOIST <br />LUCZ28 <br />QU IKRETE <br />><R <br />2X6 FRAME WALL <br />3-1/2" Simpson Strong -Drive <br />screw (SDS) SD825213 (2 SCREWS <br />32" O.C.) <br />2x6 FRAME <br />01 I I TYP. COST / flECK DETA f <br />TABLE R301. 5 <br />MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS <br />(in pounds per square foot) <br />USE <br />LIVE LOAD <br />Uninhabitable attics without storage b,g <br />10 <br />Uninhabitable attics with limited storage b,g <br />20 <br />Habitable attics and attics served with fixed stairs <br />30 <br />Balconies (exterior) and decks e <br />40 <br />Fire escapes <br />40 <br />Guardrails and handrails d <br />200h <br />Guardrail in -fill components f <br />50h <br />Passenger vehicle garages a <br />50a <br />Rooms other than sleeping room <br />40 <br />Sleeping rooms <br />30 <br />Stairs <br />40c <br />For SI: 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm2, <br />1 pound = 4. 45 N. <br />� <br />a. Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a 20-square-inch area. <br />— <br />b. Uninhabitable attics without storage are those where the maximum clear height between joists and rafters is less than 42 <br />Q <br />inches, or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed <br />Z3 <br />rectangle 42 inches high by 24 inches in width, or greater, within the plane of the trusses. This live load need not be <br />o <br />assumed to act concurrently with any other live load requirements. <br />CD <br />c. Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load <br />c <br />acting over an area of 4 square inches, whichever produces the greater stresses. <br />E <br />d. A single concentrated load applied in any direction at any point along the top. <br />o <br />e. See Section R502.2 for decks attached to exterior walls. <br />f. Guard in -fill components (all those except the handrail), balusters and panel fillers shall be designed to withstand a <br />horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to act <br />0 <br />concurrently with any other live load requirement. <br />g. Uninhabitable attics with limited storage are those where the maximum clear height between joists and rafters is 42 <br />L <br />inches or greater, or where there are two or more adjacent trusses with web configurations capable of accommodating an <br />assumed rectangle 42 inches in height by 24 inches in width, or greater, within the plane of the trusses. <br />The live load need only be applied to those portions of the joists or truss bottom chords where all of the following <br />U <br />conditions are met: <br />1. The attic area is accessible from an opening not less than 20 inches in width by 30 inches in length that is located <br />N <br />where the clear height in the attic is a minimum of 30 inches. <br />0 <br />2. The slopes of the joists or truss bottom chords are no greater than 2 inches vertical to 12 units horizontal. <br />3. Required insulation depth is less than the joist or truss bottom chord member depth. <br />O <br />The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent live <br />load of not less than 10 lb/ft2. <br />h. Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4. The safety factor shall be <br />= <br />0 <br />applied to each of the concentrated loads applied to the top of the rail, and to the load on the in -fill components. These <br />loads shall be determined independent of one another, and loads are assumed not to occur with any other live load. <br />0 <br />0 <br />Digitally signed by <br />Thomas L Signedandsealedb T.L. Hanson PE <br />_ , Er so �i/ <br />, mgaDigitalSignatureanddate. ,1\ <br />Thomas L Printed copies ofthis document�o`r" <br />Hanson:AO1410 Hanson:A01410D00000 are not consideredsigned and <br />D00000177EF31 177EF31B4E000015ADA sealed and the signature must be= <br />verified on any electronic co <br />Date:2023.10.24 <br />ii�OP• Ftpry\�P"�� <br />B4E000015ADA 11:16:56-04'00' <br />tlttlrltl'-_ <br />PROJECT NO. <br />2023-E6 <br />DWG N0. <br />