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• <br /> D 1 ) D2 posts must be D3 0centered on footing m re <br /> ii <br /> Floor sheathing 2x2 baluster,typical z <br /> Vz"diameter t nailed at 6"max. o <br /> HDG threaded on center to'oist or 1/3 the height or the post. 4x4 post,typical 2x6 or 5/4 board rail cap:attach to guard post with z %lip y <br /> ° I pre-manufactured whichever is greater Beam splices must occur \ .. 6'-0"maximum spacing (3)#12 by 3"long screws or(3)16d threaded nails w > <br /> rod with nuts ' with holdown over posts wen 1-1/2"min.boanng DO NOT NOTCH ) ut w <br /> and washers [ post base 1``` 11111.111111111111111 <br /> >�with 0.148"nominal diameter ti cc <br /> Corrosion resistant, _ <br /> d f Continuous flashing With post anchor metal column cap. min. Girder beam--, -- -5. (per code) not shown 12ri about 1r— Follow manufacturer's I <br /> [" "-'� = '"�_ r mstallatwn instructions.o° oc _. wo .,; 2" •° d ° •I° 1 e ° # Ilrmin3 -2x4 top and bottom; <br /> n <br /> 12" EA x 4 knee b aceattachtoguardpostwith <br /> min. °° a (2)8d threaded nails or <br /> _ °° � � .�w �'���I�d�� [���1 (2)#B wood screws>_2'/i'Floor joist -- Deck :ll 2Z (1)3+B"eHlmotar th a twit or 1/2" . long on inside face <br /> (Solid 2x Joist or joistAlternate Knee Brace Detail, lag straws with washers.lop&bottom �/2x blocking) ° • v2,14 knoe brace race nailed ea sale of YPlcal) f--minimum nominal 2x8 �l In <br /> frost depth post and beam mob 4-the nods at each �� Pressure treated ,,�, 1 -- rim or outside joist W w, <br /> face and connection wood post <br /> (2)1/2"diameter attach balusters at top and bottom <br /> through-bolts openings shall not allow with(1)#8 wood screw or(2)8d Q o <br /> the passage of a 4" J <br /> Typical DTT2Z Deck-to-House [min. 0 2 min. and washers post-frame threaded nails with <br /> side cover- side cover- diameter sphere <br /> Lateral Load Cnnncr tinn CBSQ86,88 ro CBS086,88 an' 0.135"nominal diameter <br /> 3'min. , 3'min. D <br /> side cover- a side - <br /> all others alllothers <br /> D <br /> Typical PCZ CC <br /> Post Cap Installation Z' <br /> Typical LU28 Installation C <br /> Typical CBSCI-5DS2 <br /> C <br /> Ledger Board to Joist Detail Post Footing Details Lateral Bracing Details Railing Details <br /> I 1 <br /> • NAILING NOTES:(PER IRC TABLE RB02.3(1)) U1 <br /> R 1 JOIST TO SILL OR GIRDER TOE NAIL(3)-8d Z <br /> BRIDGING TO JOIST TOE NAIL EA END(2)-8dN <br /> SOLE PLATE TO JOIST OR BLK'G FACE NAIL 16d©16"OC Q <br /> STUD TO SOLE PLATE TOE NAIL(4)-8d,END NAIL(2)16d --1 W <br /> TOP PLATE TO STUD END NAIL(2)-16d Q 3 <br /> 1 I Specify Angle DOUBLE STUDS FACE NAIL 16d @ 24"OC <br /> mA DOUBLE TOP PLATES FACE NAIL 16d @ 16"OC W <br /> H1 EXISTING SIDING /m CONTINUOUS HEADER,TWO PIECES 16d @ 16"OC ALONG EA.EDGE (K N <br /> Net H m s' ® BUILT-UP <br /> 1/2"SPACER 16d <br /> TWO PIECES 16d @ 16"OC ALONG EA.EDGE Z <br /> FLASHING <® D ��J 6;�<" TOP PLATES,LAPS AND INTERSECTIONS FACE NAIL(2)-16d X <br /> CEILING JOISTS TO PLATE TOE NAIL(3}Bd R. II-1 <br /> o CONTINUOUS HEADER TO STUD TOE NAIL(4)-8d <br /> 111 <br /> INSTAOVE SIDING AND LL 2x8 LEDGER BOARD si o�g°;• 0 CEILING JOISTS,LAPS OVER PARTITIONS FACE NAIL(3)-10d <br /> CEILING JOISTS TOOPARALLEL RAFTERS <br /> FACE NAIL(3)-10d <br /> ATTACH ROOF RAFTERS �� 0 0 _�� BRACE T RAFTER O PLATE TOE O EACH STUD AND PLATE FACE NAILAIIL(d}16d d.) <br /> WITH SIMPSON RAFTER <br /> HANGERS 5" BUILT-UP CORNER STUDS 10d @ 24"OC <br /> L—µr-1 "A TWIN. ` 2"PLANKS (2)-16d @ EA.BRG. <br /> ..A"flange <br /> ® .-----o., <br /> ROOFING HM9 1/2"PLYWOOD ROOF AND WALL EDGES 8d @ 6"OC <br /> � TYP.BIRDS MOUTH INSTALLATION ROOFING MEMBRANE SHEATHING INTERMEDIATE 8d @ 12"OC <br /> �',. ```` 2x8 WOODiNG 3/4"PLYWOOD SUBFLOOR EDGES 8d @ 6"OC U <br /> m�® ®� ) " ` INTERMEDIATE 8d @ 12"OC <br /> l LSU26 FASCIA 2x MULTIPLE JOISTS-STAGGER @ 15"OC , ^ <br /> ® ® ®', - W/(2)@ EA.END OR SPLICE ;� O <br /> C (3)OR FEWER 16d NAILS <br /> I _ <br /> • ��� UNFINISHED 1r (4)OR MORE 1/2"DIA M.B.W/STANDARD NUT AND WASHERS Z <br /> ' \‘8,\ N \ FINISHED <br /> INTERIOR _\ <br /> FRAMING NOTES; <br /> Slo WOOD TRIM <br /> t°o 50,vm — FINISH SIDING PROVIDE DOUBLE JSTS.UNDER ALL WALLS RUNNING PARALLEL <br /> WALL BETWEEN EXISTING TO JOISTS. <br /> HOUSE AND NEW SHED TO <br /> ' BE FIRE RATED 5/8"GWB PROVIDE POSITIVE VENTILATION AT EA.END OF EA.RAFTER <br /> TYPE X SPACE AT VAULTED CEILING AREAS. S. <br /> PROVIDE FIRE BLOCKING,DRAFT STOPS AND FIRE STOPS AS PER <br /> • <br /> I.B.C.SEC.R502.12. 1� <br /> PROVIDE POSITIVE CONECTIONS AT EACH END OF ALL POSTS AND <br /> SIMPSON COLUMNS TO RESIST LATERAL DISPLACEMENT. lT� p- E�E E TT <br /> Shed Roof & Wall Details - NTS Strong-Tie ` REVIEWED FOR PERM <br />