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(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER <br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL <br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED <br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION <br />(2020)-RESIDENTIAL <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />_Z_,7 O.C. MAX. SHINGLE ROOF <br />SHINGLE ROOF <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 3N1) <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 />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE SOFFIT SHEET <br />CEILING & 8" O/C WALLS <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 />w <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />_j <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />ul <br />Uj <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />O Tn <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />- I- <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 />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U_z: <br />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 s 1000 <br />B R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEIosimii <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN 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 />.00/ <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />STD. 90 NOOK (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 OF <br />BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />PLAN & NOTES) <br />M <br />cn <br />v 4"x4" INSPECTION PORT AT <br />BilFOUNDATION <br />l <br />= <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />CL <br />IL AT GARAGE CONTRACTOR <br />BASEBOARD <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 />I <br />411to 6" BELOW GRADE <br />c <br />N <br />a <br />a Q <br />FINISH GRADE00 <br />M <br />' —III =III —III —I I <br />_ <br />' I 51 I 51 I 51 I I— <br />III <br />OP <br />6x6 w1 Axw1.4 151 _II—III—III-1 I <br />11 <br />11=III=111 <br />I I <br />111 <br />a <br />. ° .. a ° 4 <br />_--- <br />III—III—III—i_ _ 1_ <br />- _ <br />1 I 1 TI 1=1 11- <br />T <br />z <br />=1 <br />WWF OR FIBERMESH _III I—III=III-1 I <br />III=III=III <br />I I <br />III <br />a.° <br />o <br />III —III <br />\—STD. 90`HOOK <br />(3) # 5 REBAR ON 3" CHAIR —' (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=V-0" <br />SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO <br />ST.._ -- - ...- - -- - - -- - <br />2nd FL00 <br />BEAM/GIR <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL <br />BAND JOIST <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) 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 FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE 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/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T" CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />_ FLOOR TRUSS SEE FRAMING PLAN <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)1Odx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />• <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />SIMPSON HETA20 w/ (8) 1Odxl 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-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 TRUST <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 2 1/4" TITEN <br />SCREWS TO MANSONRY I� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION, <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 />SCALE: 3/4"=1'-0" <br />B.U.C. <br />(8)1Od NAILS TO <br />STUD PER STRAP <br />m <br />FLOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1/2"=V-0" S6 <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 />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 />4 I <br />I III=1�1= <br />I II I <br />(3) #5 CONT. ON 3" <br />l 8" l V-8" 1 8" I CHAIR W/ 3" MIN. <br />1 l CLEARANCE <br />INTERIOR 2-STORY FRAME SECTIONrs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />Fx <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />SECTION X-X IF <br />LU NOT FULL <br />HEIGHT SHEET <br />/C <br />z <br />G <br />FLOOR <br />SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15132" OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />= <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />EDGES(SEE <br />OPENING <br />SECTION X-X <br />D U <br />C <br />x <br />w <br />rl- <br />x <br />E <br />H <br />2x STUDS 2 <br />BEYOND. <br />SEE PLAN <br />0 <br />U) <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 IAIAI I r1 r\IATIAAI AIA^r%AAA <br />3/8" "S" =NAIL 3" <br />SPACING <br />S 3/4" S 112„ <br />S 1/2" <br />SINGLE NAIL EDGESPACINGDOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />VERTICAL BLOCKING <br />SECTION X-X <br />T�7 <br />SFFA� NFL <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 />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)/8" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />Ow <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />I <br />PENETRATE SURFACE MORE THANY8". <br />F- <br />z <br />oA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />'T <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O w <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />U) <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J 0 <br />w/ 8d COMMON NAIL <br />Z. <br />ow LL LU O = <br />^PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />j > ¢ O <br />LJ w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />¢ =P00<n <br />ai °o LL t <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w 0 O ~ <br />MEMBER IF GABLE END <br />U LL <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />16 & NAILING SCHED. <br />REVISION 12-7-2020 <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACT 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 />(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 />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />/O <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />oxTF,q� <br />0, i <br />FLOOR TRUSS / <br />�RFAM <br />SEE PLAN FOR REQUIRED -- <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR � <br />FRAME WALL HEADER DETAIL / M <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 />`t WWF OR FIBERMESH <br />I <br />G ° <br />a, <br />T III=III—III=1I ° <br />M <br />III —III —I I I ° e4. <br />11111111111111111 4 a <br />° <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />c <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <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 />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />(3) <br />1 (3) <br />1 (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 />00 <br />LL FINISH GRADE <br />DO <br />o <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />Virtual Review Assist, Inc. <br />PlansReview completed and approved <br />for compliance with the 2020 FBC 7th Edit•o <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />O <br />co <br />LO <br />I � <br />b� a 4 _- <br />00 <br />^ 1 <br />W <br />' <br />2 <br />TZ <br />0 <br />LIJ <br />Q <br />t^o, N LO <br />W L C 'O U <br />M Cq <br />`" <br />_>1 � <br />N V Q 7C)- m <br />0 <br />W u <br />_O <br />rn p u S o Q <br />•N/� w 0� a � <br />N' <br />�1 CQC <br />W L.00 C o <br />4 <br />LLI <br />Uj <br />LIJ0LLco p <br />1-=J W z0 Cr <br />ZW 2QCD <br />LLL¢Q <br />V <br />Q <br />z03..��O_jO(D <br />xIX <br />pUOZO�00mZQ <br />��= U <br />Z <br />0�LZC3O0JUIlpZYOUJ Z0O <br />IL <br />HTWU <br />�¢OLI2p¢ <br />O0QZ <br />LL O LL <br />N <br />O <br />O <br />(V <br />0 LLJ <br />r Oz <br />P-4 1,0 O <br />O <br />a u J LP) <br />UL L <br />aWaLn <br />ryi <br />a ,--I <br />>- <br />a a 00 <br />Z �— <br />W <br />W <br />Jo <br />%.O <br />J <br />N <br />N <br />O <br />N <br />1 <br />r <br />O <br />N <br />a <br />O <br />06 <br />co <br />Cfl <br />M'O <br />O <br />N <br />O <br />N <br />O <br />N <br />r <br />N <br />N <br />N <br />CV <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />CA <br />O <br />O <br />O <br />T_0 <br />Op <br />Cv <br />T— <br />M <br />(C:)O <br />d <br />O <br />I <br />�- <br />O <br />I <br />O <br />I 6 <br />O <br />O <br />r <br />O <br />T- <br />N <br />O <br />OO <br />' <br />N <br />L <br />L <br />CU <br />> <br />r- <br />I <br />C)o <br />N <br />Ch <br />0 <br />N1 <br />0 <br />Lf') <br />CD <br />O <br />0 <br />ti <br />LO <br />COU)vV <br />Z Z <br />0 <br />4{ 0 <br />LU <br />owvo <br />Lu <br />5: <br />C)o <br />a <br />0oWo <br />IL <br />0 <br />0- <br />qqr.. <br />a <br />~co0z <br />:5 <br />= <br />r=nI- <br />V <br />Z <br />J <br />Z <br />2 <br />Z <br />a.ZZ <br />� <br />W N <br />O_jgz <br />0 <br />00 <br />U <br />Z n <br />z T--1 <br />Q oZ <br />' <br />Z0 <br />U <br />U <br />a <br />0 <br />m <br />z <br />Q <br />z <br />z <br />J <br />W <br />� <br />o <br />LAST PLOT DATE <br />>O <br />Nov. 30, 22 <br />0 . <br />Z <br />0 <br />STRUCTURAL <br />J <br />DETAILS -MONO <br />