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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" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />(2) LAYER TYPE 1(#15) 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 <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />-SHINGLE ROOF <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 />ix2 NAILER <br />~ <br />J PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />rn <br />FOR MORE INFO <br />w <br />16" O.C. 2X S.P.F. STUDS <br />o = <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 10d @ 6" O.C. <br />() <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />J <br />w <br />LAYER 1/8" THICK. <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />U_ = <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 51000 <br />(13 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 />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN O <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />°a <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" 0/C <br />CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN 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 />LU <br />LL C 4"x4" INSPECTION PORT AT <br />w EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR <br />BASEBOARD N TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />d MUNICIPALITY 4"to 6" BELOW GRADE <br />c <br />G a ... °. <br />iv a •. "e c FINISH GRADE 00 <br />OP <br />— I <br />' <br />6x6 W1.4xW1.4 I �I I �I �I I �I I I ° a : a II I �I I �I I - <br />WWF OR FIBERMESH 1=II I I I I •'• a I I �I ��� O <br />-I 11=11 �l l I I E=_l I r <br />,' I �'I I LL 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 ri <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 />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st 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 />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />4TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2) 10d @ 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 />"T" CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />71 j TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ 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 R <br />PARALLEL TO MASONRY WALL 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)1 Od @ 6" 0A <br />PRE-ENGINEE <br />FLOOR TRUSC <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 B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 21/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />— B.U.C. <br />(8)1 Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS O <br />SCALE: 1 1 /2"=1'-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.15 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />FITS 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 />d . <br />, /r!_� <br />I 1ILi IT <br />— <br />III --I I� I. (3) #5 CONT. ON 3" <br />III—III--III—I t f—III <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION r S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />w <br />w <br />x <br />U3 <br />0 <br />0 <br />e <br />1513T OSB <br />EXPOSURE <br />SHEATHING <br />F <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />III NOT FULL <br />HEIGHT SHEET <br />C <br />Z <br />G FLOOR <br />SYST <br />M <br />(2)- 2x TOP PLATE <br />f BEYOND 1 <br />15132" OSB <br />EXPOSURE F <br />F <br />SHEATHING W <br />x <br />SOLID 2x <br />C <br />0 <br />BLOCKING @ ALL <br />C <br />SHEATHING O <br />EDGES(SEE <br />OPENING <br />SECTION X- <br />ao <br />C <br />x <br />¢ w <br />x <br />E <br />Uj <br />2x STUDS ILL <br />BEYOND. <br />SEE PLAN 0 <br />O <br />In <br />'\-2x4 P.T. BASE <br />2x'?IBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL 318" <br />SPACING <br />S 3/4" S <br />1/2' <br />S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL El <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL wl 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 />XUL <br />SECTION X-X <br />S�cF �Ow <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 }j• <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />III <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN)V. <br />H <br />— <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAZI <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC <br />O < <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 <br />w/ 8d COMMON NAIL <br />J <br />w O C <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J y ¢ 0 N <br />¢ ¢r0Om <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />CO In 00 LL <br />ru p LLO <br />© (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL <br />N <br />MEMBER IF GABLE END <br />U_ x <br />NOTE: <br />rc WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />F.l-TF� <br />pFNr,IR�0, <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 />8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2112" <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 <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)1 Od x i 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 F <br />`r WWF OR FIBERMESH <br />A. <br />E 4'. • <br />N .• <br />M -III-III-I I I_I I •. <br />IIIIIIIIIIIIIIIII .; ° <br />a • •. <br />me <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 />SIZE <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 />(2) <br />(3) <br />(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)1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />�IIII�' oIm <br />II - • — <br />(3) # 5 REBAR ON 3" CHAIR' <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />OCT 18 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Oebra Anne Klahr PX2300 <br />I <br />- f � 0 E-_F�'404 <br />:" � �,r.��y N <br />1 <br />' i <br />• ' — .� r 0 <br />• .y 00 <br />LO <br />-�D ` A -" 15905 > Y <br />* <br />a yjf <br />wz cZ <br />O <br />-i <br />W <br />Z <br />Q <br />LO I,-)E <br />s` ''0q U • <br />(M N 5 1 <br />w <br />I.N <br />W E L <br />2 S <br />ago a a <br />U <br />e <br />LU Q� w <br />L 0 EM <br />W <br />(z) <br />W <br />WZ2_j°WUOU_j°¢aXz <br />ow Wdo <br />i o'J LtU_~ <br />w7�(nw z <br />uw'i0z20°1-<z z0u)0 ;OW-o0coz <br />Wn�WwFww<0 <br />50 O(Od <br />0 z <br />LL <br />� <br />a<WOg<UjKWz6200aa <br />OQ 0 Z) 0yzjQ <br />�aLL <br />sE <br />O <br />CN <br />Z <br />W <br />0� <br />D ti <br />O <br />� M <br />Q U)M <br />CL <br />LL ti <br />Cn <br />I— CM <br />co <br />Z U ~ <br />Z <br />W <br />WC:) <br />J <br />O <br />04 <br />N <br />O <br />N <br />ti <br />CV <br />0 <br />O <br />00 <br />, <br />C) <br />(O <br />00 <br />CD <br />04 <br />C) <br />N <br />C) <br />CV <br />e— <br />N <br />r- <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 />CN <br />O <br />N <br />O <br />N <br />CIO <br />O- <br />Ln <br />CIO <br />O <br />CM <br />1 <br />N <br />O <br />CV) <br />N <br />'It <br />O <br />O <br />0 <br />O <br />0 <br />0 <br />" <br />O <br />CO <br />O <br />C <br />N <br />LO <br />> <br />O <br />o <br />0 <br />CD <br />0 <br />0 <br />0 <br />I <br />CAI <br />CV) <br />LO <br />CD <br />l-- <br />Cr <br />CO♦^ <br />VJ <br />Z Z <br />!2oW(D <br />C)W <br />0 <br />-0— <br />1=o�na. <br />0 <br />() <br />Z <br />< <br />Q <br />W Q <br />=m0Z <br />N <br />V <br />Z j J <br />> <br />M <br />w <br />W}ate <br />Z <br />0- <br />Z Z U_ <br />CV <br />W N <br />Og�z <br />a <br />USQZZ <br />. <br />Z <br />� a 0 <br />Z <br />U <br />OU <br />_o <br />W <br />� <br />a <br />Z <br />Z <br />z <br />J <br />W <br />N <br />O <br />o <br />r <br />LAST PLOT DATE <br />May. 2, 22 <br />O <br />STRUCTURAL <br />— <br />J <br />DETAILS —MONO <br />