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J <br />INSULATION — <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" 0/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS <br />WOOD TRUSS @ 24" <br />O.C. MAX. SHINGLE ROOF <br />— SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. <br />15/32" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SN1) <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />PLYWOOD SHEATHING <br />J <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 />Lu <br />o = <br />W/ (4)16d TOENAILS TO TOP PLATE <br />O <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) 10d @ 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 />D w <br />LL <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />= <br />INSULATION PER <br />1/2" GYP. WB OR 318" 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 51000 <br />(" g R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />SYSTEM <br />ETAL SEAT <br />FFLOOR <br />R PLAN <br />O <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 518" 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' 0/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />1x WD FURRING @ 24" 0., <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAI <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />�do <br />Cl) <br />6x6 WlAxW1.4 <br />WWF OR FIBERMESH <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />v 4"x4" INSPECTION PORT AT <br />wCL <br />EACH FILL CELL TYPICAL <br />o_ AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />=11�11 11 1 <br />II' II:11.11�11 �I 11 _ <br />�11= II?II <br />L. '\—STD. 90 -HOOK <br />(3) # 5 REBAR ON 3" CHAIR q" (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL---- <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL— <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST 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 />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ITE 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 />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />7. CORNER <br />TYPICAL'IT" 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 />16d TOE NAILS <br />DECKING — <br />FLOOR TRUSS <br />SEE FRAMING <br />PLAN . <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1ST 2'-0" OF <br />END WALL W/ (2)1 Odx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />IN KO BLOCK <br />2ND FLOOR FRAME CONNECTION <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />R <br />S6 <br />2x STUDS @ 1 <br />2"x BOT. PLATE <br />(2)10d @ 6" OX <br />PRE-ENGINEE <br />FLOOR TRUSS <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 />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION g <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />TR <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE. 1 1/2 =1-0 "6,) <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. 5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 w/ (10) 10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />�— dr. • <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />,de. c <br />1 81'���r 8N CLEARANCEM NON 3" <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />B <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />D <br />E <br />NG AS <br />ED PER <br />N X-X IF <br />LL <br />SHEET C <br />G FLOOR SYST <br />PROVID <br />BLOCKI <br />REQUIR <br />SECTIO <br />NOT FU <br />HEIGHT <br />(2)- 2x TOP PLATE <br />BEYOND ROOF NAILING SCHEDULE <br />15/32" OSB <br />F <br />EXPOSUREI <br />SHEATHING w <br />x <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />La. L) <br />C <br />x <br />¢ w <br />x <br />E <br />2x STUDS <br />BEYOND. y <br />SEE PLAN <br />o0 <br />N <br />'--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. _ <br />4 FT. <br />O O 2 <br />2 <br />5 FT. 4 FT. O O O <br />5 FT. 4 FT. O2 <br />00 1 O © O <br />4 FT. <br />4 FT. O 0 4 FT. <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 ZONE DIAGRAM <br />OpFNFR�OR <br />4Q <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 />NZONE <br />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 />c� <br />? <br />LLO <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />SHANK NAILS) <br />ti <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />W D <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />O <br />WLL�tr <br />}O o QV y <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />F S� <br />u. <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />z N LL <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N W 0 <br />LL X <br />A MINIMUM 1B" 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 />318" "S" = NAIL 318" <br />SPACING <br />4S 3la° S 1/2" <br />1l2" <br />I• S 1/2" <br />© SINGLE NAIL EDGE SPACING DOUBLE AIL EDGE SPACING <br />QA NAIL AT BASE 2 ROWS @Ls 4" O.C. Wl8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />@ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />@ NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />Q STAGGER ALL VERT, JOINTS & NAIL Q 4" O.C. <br />W/8d COMMON NAIL <br />(DF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />WI8d COMMON NAILS @ 4" O.C. <br />@ (2) 8d NAILS T 3" O.C. TO EACH TRUSS END OR 9 VERTICAL <br />MEMBER IF GABLE ENO <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/7 <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />O <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16" <br />OSB FLITCH PLATE TO W/ (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 />WALL SHEATHING INSTALL. <br />C. <br />S6 & NAILING SCHED. SECTION X-X <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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"xl0" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />•• INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />e OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)1 Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. / <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />= SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />5 4 • .. <br />--� 4' <br />• <br />e •.• • <br />cn <br />-111-1 I I -I I I 114 • • :. <br />-1 ICI .. <br />-1I I1 1 111111111 <br />111-11 F <br />(3) # 5 REBAR ON 3" CHAIR q" 1'$" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />IN <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <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) LSTA30 <br />4'4 <br />(2) <br />3 <br />(Z) <br />(2) <br />(1) LSTA30 <br />9'-16, <br />(3) <br />3 <br />(2) <br />(3) <br />1 (2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" O/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10)10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />FINISH GRADE <br />r <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />M <br />Z <br />Z <br />< <br />0 <br />C1_ <br />U) z <br />C3 <br />Ln 0 <br />LU <br />Q <br />.OLU <br />I,E <br />U <br />M <br />th <br />N <br />0 0 <br />_ <br />U <br />@ F� <br />0 <br />Q <br />d <br />A 1 <br />. <br />B D410 <br />N C.6 O C <br />1 N <br />. <br />,s( <br />J <br />ElJ o <br />a- <br />Cl-'w C, <br />g <br />-it <br />cp y� �� <br />JJL t — <br />'/.aP CM�•�3 <br />t <br />n <br />To the best of the E i s k ormaj nd <br />belief, the structural pla jPeclflcatioqq� i ed <br />within these drawings comp W��;�1T rids <br />Building Code - Residential 6th Edit on. 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