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-1-11_II I ! 1 1'I ' 1 LI II 1 _ I 1 11' ! I I _ _ I _ ! ! I I 1 I, - . 1 _ I I 1 1l L _ <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 <br />(2) LAYERS TYPE I <br />OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />12 PRE ENGINEERED <br />Z:7 <br />WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />SHINGLE ROOF <br />FOR UNDERLAYMENT <br />SHINGLE ROOF <br />REQUIREMENTS SEE R905. <br />INSULATIO <br />15/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />I <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />o r <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />� w LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U_ = INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S <br />B R <br />SFT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />STD, 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />I;h <br />U <br />U 4"x4" INSPECTION PORT AT <br />cr <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />UU <br />a <br />Cl) <br />AT GARAGE CONTRACTOR <br />BASEBOARD <br />N <br />TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />.� MUNICIPALITY <br />4"to 6" BELOW GRADE <br />.. <br />CV . • ° .... - '4 a . <br />fC <br />FINISH GRADE 00 <br />W1.4xW1e4 WWF OR FIBERMESH <br />_ : �° <br />—�6x6 <br />rmE <br />=n_ r <br />�'LL �STD.90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR 4" TT (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=1'-0" <br />USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD <br />2nd FLO <br />BEAM/GI <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL----- I <br />BAND JOIST' <br />*USP MP4F @ 24" <br />ox. w/ 12-8d NAILS <br />1st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ <br />EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />' O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)1 Od @ 6" O.C. <br />NOTES: * USE <br />MP4F & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />SPACER <br />BLOCKS <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />2"x4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'-0" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />BOTTOM CHORD ATTACHED W/ (2) <br />2ND FLOOR FRAMING - SEE <br />16d TOE NAILS <br />SECTION J/S6 <br />DECKING <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />SEE FRAMING <br />WEEP SCREED <br />PLAN '' ° <br />INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" <br />USP HTA20 @ 24" O.C. W/ <br />O/C FOR THE 1ST 2'-0" OF <br />10-10d X 1 1/2" NAILS INTO <br />END WALL W/ (2)1Odx3" @ EA. <br />BLOCKING TRUSS & MIN. 4" <br />END INTO 2"x4" BLOCKING <br />EMBEDMENT IN CONC. <br />2ND FLOOR FRAME CONNECTION KR <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1 <br />2"x BOT. PLATE <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSS <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />TRU <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />USP HTA20 @ EA. TRUSS <br />W/ 10 -10d x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4" EMBEDMENT IN <br />KO BLOCK <br />B <br />SCALE:3/4"=V-0" S6 <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE. 1 1/2 -1-0 �S6 <br />NOTE: <br />SEE TYPICAL WALL SECTION <br />THING <br />SPECS SEE SHEATHING <br />FLOOR <br />C/S3 FOR ADDITIONAL <br />INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />(1) ROW OF 2x BLOCKING @MID <br />HGT. FOR WALL HGT. < V-6". (2) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />ROWS OF 2x BLOCKING @ 3rd PTS <br />EMBEDMENT @ 24" O.C. W/ <br />FOR WALL HGT. > 8'-6" <br />2"DIA.X 3/16" PLATE WASHER <br />USP SPT22 @ EA. STUD <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />2 x STUDS @ 16" O.C. <br />TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />a ; <br />° <br />.. .. a ,A <br />�7 4, — — <br />Hi <br />—1 I I I 1 1— -' ° .. — 111— <br />IIImJ Jrurm—1 I �I I III i II 1- (3) #5 CONT. ON 3" <br />8" V-8" 8° CHAIR W/ 3" MIN, <br />I CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING) <br />REQUIRED <br />SECTION X- <br />NOT FULL <br />HEIGHT SHI <br />(2)- 2x TOP PLATE <br />e BEYOND I <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING W <br />SOLID 2x in <br />C <br />BLOCKING @ ALL 9 <br />C <br />SHEATHING O <br />EDGES(SEE <br />OPENING <br />SECTION X-X <br />aU <br />C <br />x <br />FE w <br />X <br />E <br />H <br />-2XSTUDS i <br />BEYOND. /n <br />SEE PLAN 0 <br />N <br />I I '--2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />4 FT. 0 <br />4 FT. <br />2 <br />2 <br />5 FT. 4 FT. O O O <br />5 FT. 4 FT. �2 <br />O <br />O O <br />4 FT. 0 4 FT. 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />N <br />2x CRIPPLES @ —� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />ROOF NAILING SCHEDULE <br />NAILING ZONES (SHINGLE AND TILE) <br />o <br />w <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />z <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />z <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />SHANK NAILS) <br />NOTE: <br />0 <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />Lu <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />y a i 8 m <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />Q to O <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />Z i � <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N w O <br />LL i w <br />A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN 1/8" <br />3/8" "S" = NAIL <br />SPACING <br />S 314" S 1/2" <br />S ,rr' <br />SINGLE NAIL EDGE SPACING DOUBLE AIL EDGE SPACING <br />Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />CQ NAIL OPENING PERIMETER @ 3" O.C. W18d COMMON NAIL <br />O NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />Q SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16" <br />OSB FLITCH PLATE TO WI (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED <br />C WALL SHEATHING INSTALL. VFRTfAIRnr.KMf, <br />�6"& NAILING SCHED. SECTION X-X <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />2x STUDS TYP. <br />K'_ <br />P.T. BOT. PLATE <br />\p�rFRi FLOOR TRUSS / <br />FNir�G 'S' j BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME � <br />WALL HEADER DETAIL l M ` <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />I STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />1'4' <br />1 <br />2) <br />1 <br />(2) <br />(1) USP LSTA30 <br />4'-9' <br />(2) <br />3 <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9'-16' <br />(3) <br />3 <br />(2) <br />(3) <br />(2) USP LSTA30 <br />PLYWOOD SHEATHING <br />(2) ROWS OF 2x BLOCKING <br />NAILED PER NAILING SCHEDULE SEE <br />@ THIRD POINTS <br />DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" O/C <br />5"DIA. x 10" "J" BOLT W/ 8" <br />V7/8" <br />EMBEDMENT @ 24" O.C. W/ <br />STUCCO FINISH PER ASTM C. 926 <br />2"DIA.X 3/16" PLATE WASHER <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" <br />/7THICK <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />OVER METAL LATH. FIRST 2 LAYERS 3/8" <br />TENSION 2600#.) <br />EACH. 3RD LAYER 1/8" THICK. <br />2500 PSI CONCRETE MIN. <br />USP SPT22 @ EA. STUD <br />= SLAB W/ 6x6 W1.4xW1.4 <br />2X P.T. PLATE <br />WWF OR FIBERMESH <br />WEEP SCREED INSTALLED PER. MANUF. <br />E 4 <br />a' <br />N ° ° <br />00 <br />4 <br />FINISH GRADE <br />MA <br />.. <br />a <br />° <br />-III—III--III II 4 d <br />.'. ° <br />T <br />-III—� I <br />I I I_IIII I I IQ <br />—III <br />•.. I; <br />-III��IIIIIIIII a_.III,— <br />'' <br />(3) # 5 REBAR ON 3" CHAIR 41' <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTINGK"v <br />@ WOOD 1ST FLR. SEE J/S6 <br />SCALE: 3/4"=1'-0" S6 <br />FOR ADDITIONAL <br />INFORMATION. <br />C 7 �- <br />z [h <br />z <br />Q <br />ri <br />Q) <br />w <br />.r ' <br />O11J <br />6- <br />1E <br />o I- <br />m ~ <br />U <br />1_U <br />moo, M M <br />a -0' <br />C N <br />v <br />1 _ <br />N n 0 <br />pn tY <br />0 <br /><C tS1 <br />Q O <br />B D. <br />0 <br />,\9�09�1o11t !roU) <br />! <br />Ar�� <br />o 6 + <br />Z NN r . .• <br />4_f- <br />I� 'tl v <br />- d. <br />S.: 4. <br />U. <br />To the best of the Engl kn adgl fiam tion,*' <br />belief, the structural plan ppggcifications cQ�{ <br />within these drawings cornPFA krtI QI I ia� <br />Building Code - Residential 6th Edition. }Igmeer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z C14 <br />0�1, <br />m <br />> U0 O Cn <br />Q M Ln <br />a. N •L it <br />Qv LL Ln <br />zz <br />� U Q� <br />§ E <br />Z <br />WJ <br />� <br />�z <br />333�� <br />za <br />F- <br />wa� <br />Uz80 <br />Lu <br />z�Z <br />a Wf J �8 <br />gz <br />0 <br />Lz <br />L <br />Y J <br />iI­ <br />o <br />� <br />N <br />o <br />U <br />1� <br />z <br />— <br />¢ <br />w <br />o� <br />a°o <br />F <br />0 <br />© <br />U_ <br />bD <br />N <br />LL <br />2<! a <br />O <br />Q <br />�. <br />�IOUw0 <br />$SP <br />Z <br />fV <br />J <br />ri <br />lJ.l <br />V <br />g i <br />Z <br />Z <br />� <br />g <br />lM <br />Z <br />m <br />06 <br />15_ <br />�z <br />¢z <br />,--i <br />a <br />cn <br />x <br />SCALE : AS NOTED <br />DATE : <br />1 /5/2018 <br />TECH: <br />MJAM ES <br />VERSION NO. 2m0 <br />SHEET NO. <br />S6 <br />