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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 />O.C. MAX. -SHINGLE R OF <br />SHINGLE ROOF <br />INSULATIOf�— <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 />Zx SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C f <br />SEE SOFFIT SHEET <br />CEILING & 8" O/C WALLS I <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />-1X2 NAILER <br />w 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 />w <br />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 `n 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 />F 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 />LLI= 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 />�Y <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA _< 1000 <br />g R <br />SQ. FT. 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 0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />A. . <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 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 />FOUNDATION PLAN & NOTES) <br />CM <br />u_ <br />v <br />4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />w <br />a <br />AT GARAGE CONTRACTOR <br />BASEBOARD <br />C:) <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 />d MUNICIPALITY <br />I <br />".F. <br />4"to 6" BELOW GRADE <br />E d <br />iv <br />e <br />ea ' <br />FINISH GRADE 00 <br />M <br />111 — <br />I — Si <br />1I I I I I I —I I I d I <br />_ <br />I I —I I I —I I I <br />I I I <br />e' <br />6x6 w1.4xw1.4 I I —I I I —I I I —I I I —I I <br />I I <br />a d <br />a <br />III=I <br />T <br />111=1I1=1IM 11 <br />WWF OR FIBERMESH -� II I —III —III —I I <br />III <br />I I <br />a <br />e e <br />III —III <br />I I I —III —I <br />III —I 1I- <br />—III- o <br />1- T <br />z <br />2 <br />-I I I ' 111-1 i 1, '1) I' III" �—STD. 90`HOOK <br />(3) # 5 REBAR ON Y CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2—STORY WALL SECTION <br />SCALE: 3/4"=1'-0" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />STUD�,�,. <br />2nd FLOOR W. <br />BEAM/GIRDER <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) 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 />SCALE: N.T.S. <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <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/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 WEEP SCREED <br />PLAN • INSTALLED PER MANUF. <br />2"x r"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <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" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSc <br />FLOOR CONNECTION <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 />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <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 f� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION, <br />TRU <br />.- B.U.C. <br />(8)1 Od NAILS TO <br />STUD PER STRAP <br />LOOK SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT. <_ 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />FITS FOR WALL HGT. > 8'-6" <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />/wiie 1 ITi l 11= <br />—III, , III —III —III —III —III —III- ' (3) #5 CONT. ON 3" <br />8111-8" 8 <br />CHAIR W/ 3"-MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION CS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />/� (2)- 2x TOP PLATE <br />I' BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />w <br />o SECTION X-X IF <br />J NOT FULL <br />1 <br />HEIGHT SHEET- <br />0 <br />J <br />Z <br />O <br />0 <br />- <br />G FLOOR SYST M <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWL__NFLOOR WALL S H EATH I NG <br />SYSTEM AA/AI I r1 rX iAr°^xI MIA^n A nA <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING w <br />SOLID 2x <br />J <br />BLOCKING @ ALL <br />C <br />SHEATHING 0In <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />w <br />a0 <br />x <br />Ir w <br />x <br />-d <br />E <br />i <br />H <br />2x STUDS w <br />BEYOND. _ <br />SEE PLAN 0 <br />O <br />O <br />3/8'. "S" = NAIL 3/8" <br />SPACING <br />S 3/4" S 1/2" <br />1/2" <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE 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 />E511I BLOCKING <br />SECTION X-X <br />Tom/ <br />SFFA� p0� <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 />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 <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />a <br />Lu <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN <br />I- <br />0 <br />? <br />tJA NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL <br />0© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />ILL <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM <br />0 w <br />DO NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />=n <br />(F) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />lJ wl 8d COMMON NAIL <br />J <br />0 LL `j 0 <br />LLJ <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADEF <br />C <br />> q H O U <br />¢ O O n <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />z <br />© (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />W Lu w 0 O LL <br />MEMBER IF GABLE END <br />=a <br />0 ` <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />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 APR 0 8 2023 <br />REQUIRED CONNECTION <br />1 (2) 2x HEADER SEE PLAN <br />S� • INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) Virtual Review Assist, Inc. <br />ONLY 12d TOENAILS Pans Review completed and appr d <br />• EXTERIOR HEADERS: 'ar carlpliance with the 2020 1F0C 7th Edition <br />(1) 2x SILL PLATE W/ (2) 0)r Debra Anne Kuhr PX2300 <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 />2x STUDS TYP. <br />P.T. BOT. PLATE <br />OA�TFR/ FLOOR TRUSS / <br />FN/NC, R BEAM <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 3116" 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 />e <br />o_ d <br />N .e <br />d. <br />'. <br />'e e a e <br />Id' .a a <br />e ° <br />III II II a <br />�I III _ <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 -8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. SEE J/S6 FOR <br />ADDITIONAL INFORMATION. <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 />SIMPSON <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'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9A 6' <br />(3) <br />1 (3) <br />1 (2) <br />1 (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 />F <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 />FINISH GRADE <br />0?z o <br />—I I— � - <br />-I <br />SCALE: 3/4"=V-0" <br />� <br />co <br />O <br />N <br />'S t'W <br />- , <br />0) <br />co <br />A h", <br />" s <br />J J O s e <br />L0 <br />° <br />® <br />00 <br />LO <br />m � <br />A g ek <br />� <br />�x <br />UU <br />Q <br />y{ <br />0 <br />IIJ <br />Of <br />Q <br />V) <br />W L 'i U <br />r)�O v <br />N <br />M <br />N V --0 m <br />` O <br />"0 _ <br />rn�� Lio C Q <br />LJJ U -0 a) a <br />0� <br />V V L <br />1­,-) <br />Cmn <br />L L I <br />W <br />uj Uj w O I- <br />w~ Q J W Q Y Z w- z <br />O g_ O 0 � 0 O Ow J O <br />Q ¢ U <br />Q 00 <br />Q 0 zu_p�00mCza¢ <br />� N F- <br />U' <br />�wawinwwwV5x zZ) L) <br />Jpa�zY.O_ZZL`pw0�a- <br />U- z <br />a0WpWH� �LU62V�Q <br />0of o oQzga <br />LL ¢ O ¢ LL <br />_ F- <br />O <br />zw <br />O� <br />4 <br />Cn Z ti <br />��..=MO <br />Q U MII <br />u) f` <br />z <br />Lij Ln <br />CM <br />00 <br />>- <br />Z V <br />Z ?> <br />W <br />w <br />0 <br />J O <br />JIt <br />(O <br />N <br />N <br />�10 <br />N <br />M <br />N <br />N <br />�Ol <br />N <br />I,� <br />N <br />r <br />4 <br />� <br />I <br />0 <br />I <br />I <br />O06 <br />O <br />O <br />Y� <br />T <br />O <br />(0 <br />0p <br />0 <br />N <br />CD <br />N <br />CD <br />N <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />b0 <br />1.16 <br />O <br />O <br />M <br />r• <br />I <br />N <br />O <br />COI <br />OO <br />d <br />O <br />O <br />O <br />r <br />O <br />r <br />r <br />O <br />CO <br />O <br />1 <br />N� <br />E <br />a)O <br />o <br />N <br />0 <br />M <br />.. <br />d' <br />t') <br />0 <br />(0 <br />0 <br />I` <br />U") <br />r- <br />v <br />CO <br />Z Z <br />O <br />O <br />}0 <br />owin <br />J <br />O o- <br />^ <br />ii <br />O% <br />W H a <br />L <br />m O Z <br />- <br />Z J <br />>-�Z° <br />LL <br />(.O <br />w <br />Oa2W <br />p <br />U�ZC, <br />z <br />0 <br />.. <br />z <br />U <br />0U <br />0D_ <br />W <br />� <br />Q <br />Z <br />z <br />z <br />w <br />J <br />W <br />M <br />N <br />O <br />LAST PLOT DATE <br />Mar. 9, 4 <br />w <br />-1-a <br />O <br />STRUCTURAL <br />_I <br />DETAILS —MONO <br />T'if-FT r I <br />