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12 <br />I <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" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />(2) LAYERS ASTM TYPE II OR ASTM D4L69 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 11 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 />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 />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 />CD <br />FOR MORE INFO <br />w <br />mo <br />16" O.C. 2X S.P.F. STUDS <br />= <br />W/ (4)16d TOENAILS TO TOP PLATE <br />O U) <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 />2 w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />w = <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 />B 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 <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />ea. <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8- <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318' <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/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" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />•t MUNICIPALITY <br />e <br />C -d a a <br />E e w Q e <br />N • e AA . <br />M 'tI.. II�II�II ' <br />6x6 W1.4xW1.4 a e <br />WWF OR FIBERMESH -1 I III e <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />LL v 4"x9" INSPECTION PORT AT <br />w EACH FILL CELL TYPICAL <br />AT GARAGE CONTRACTOR <br />M TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />/— NOTE: EXTEND DECO FINISH <br />/ 4"to 6" BELOW GRADE <br />GRADE 00 <br />I_I <br />I �., I � I, � I � 1=1 I E—III— STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2—STORY WALL SECTION i <br />SCALE: 3/4"=1'-0" S6 <br />OP <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) 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 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) 1 Od 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 />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 />CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />E <br />S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />FTO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/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 />SIMPSON HETA20 w/ (8) 1 Odx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF <br />NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING <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" OX <br />PRE-ENGINEE <br />FLOOR TRUSc <br />FLOOR CONNECTION <br />TTACHED WALL SHEATHING <br />ONTINUOUS TO BOTTOM RIBBON <br />// 8d @ 4" O.C., 2 ROWS STAGGERED <br />{4 RIBBONS, EACH W/ 4-16d <br />AILS INTO EA. FLOOR TRUSS <br />/EEP SCREED <br />(STALLED PER. MANUF. <br />IMPSON HETA20 w/ (8) 1Odxl 1/2" <br />AILS AT EA. TRUSS w/ MIN. 4" <br />MBEDMENT IN KO BLOCK <br />@ MASONRY 1 ST 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 21/4" 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 />�- B.U.C. <br />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />m <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) 1Od <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />a <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 />ea• a .4 a' <br />1 1I1II <br />III=_ 1 —11 �I 11=11 I� I I� I I� (3) #5 CONT. ON 3" <br />Il I I I—III-1 1 1-1 1 1 I I I <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTIONrs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OS8 <br />EXPOSURE <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />ID <br />o SECTION X-X IF <br />NOT."ULL <br />HEIGHT SHEET <br />C <br />n <br />Z <br />G <br />FLOOR <br />SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32' OSB <br />EXPOSURE( <br />F <br />SHEATHING w <br />SOLID 2x <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING 0 <br />� <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />a U <br />C <br />x <br />/Ffl <br />¢ w <br />x <br />E <br />W <br />2x STUDS w <br />BEYOND. _ <br />SEE PLAN o <br />0 <br />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 IAiAI I rl r11ATIllA1 MIAnnA11A <br />3/8" "S" = NA <br />SPACIN <br />S 3/4" <br />1/2" <br />J ,i_ <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/ 7116" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />T�7 <br />SFFp pow <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 j8" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />w <br />PENETRATE SURFACE MORE THAN Ys". <br />u) <br />? <br />OA 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 />Z <br />LL _ <br />OCj NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC <br />O <br />C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />C STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />lJ w/ 8d COMMON NAIL <br />J <br />w 0 <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />O <br />W > C H U <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />cc I-_ U cn <br />of O0_ F m LL ¢ <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N wLL <br />p p <br />MEMBER IF GABLE END <br />_� <br />t l LL <br />NOTE: <br />rc WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 <br />(2) 2x HEADER SEE PLAN <br />S4 <br />. INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <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 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED-- \ <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR <br />FRAME WALL HEADER DETAIL <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 />r <br />WWF OR FIBERMESH <br />M <br />I_I I I —III I I a a s `. <br />1IIIIIIIIIIIIIIII aa. <br />— - a e <br />M <br />S6 <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 <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 />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 />9'-16, <br />(3) <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 1l8" 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 />I— 00 <br />1111-1 O <br />4 <br />—I '— <br />(3) # 5 REBAR ON 3" CHAIR( I 4" -8� I— <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />OCT 18 UZZ <br />\DA <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />N <br />00 <br />00 <br />A A<�y1-I' ^`3 <br />` ` <br />00 <br />d " <br />O <br />LO <br />e ' <br />e <br />e ' <br />e <br />.IN, 5805 'e�, <br />Z <br />WWC <br />i 11 <br />O <br />_ <br />_ k <br />� <br />W <br />0 <br />Z <br />0 NL0- <br />W L i'0 o 0 <br />In cy) <br />N (h OR <br />M <br />V 70 — <br />M <br />C:} .o U 8 <br />LL o a <br />10 <br />4k <br />>V � <br />7W C) <br />00V ^ a <br />LIJ� <br />nL f�l <br />ow U w <br />frg0z~_j wOa �YF-ir <br />zLU ¢¢¢ <br />�5J0�VOO�Oi, <br />Q - <br />?XJwLLo�o <br />�ZzzOZOW00mz <br />OjOO <br />cnWavWW5I(<U <br />IL z <br />ZowO�wVZ � <br />�a� <br />caLL <br />Q o 0 oydz <br />O¢ <br />�¢ <br />�W <br />O <br />Z N <br />OW <br />U ti <br />CM <br />� O <br />M <br />Q � Iq <br />It <br />U) <br />lf� <br />HWD_co <br />�a2- <br />Z V <br />Z <br />W <br />WO <br />O <br />JCD <br />d' <br />N <br />N <br />O <br />N <br />I <br />ti <br />(V <br />1 <br />O <br />O <br />06 <br />(o <br />00 <br />0 <br />(N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />C)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 />O <br />N <br />O <br />O- <br />o0 <br />O <br />(M <br />" <br />N <br />O <br />I <br />C) <br />C <br />C) <br />� <br />0 <br />0 <br />CD <br />0 <br />0 <br />- <br />0 <br />CO <br />0 <br />�'/^� <br />Y J <br />i <br />O <br />O <br />N <br />O <br />M <br />O <br />'t <br />CDO <br />LO <br />(O <br />C)N <br />ti <br />I I <br />I <br />I I <br />1 <br />CID <br />�^ <br />VJ <br />Z Z <br />O <br />W <br />ow v� <br />0�>- <br />O <br />U0 <br />Q <br />11—O�a- <br />O <br />te/) <br />W Q <br />=CO0Z <br />N <br />Z 3 W <br />M <br />w <br />Z <br />('Y') <br />10<<z <br />of <br />Z Z LL- <br />W N <br />0 <br />Q <br />UC/)Zz <br />Z <br />�QO <br />Z <br />U <br />U <br />1 <br />00 <br />z <br />Z <br />Z <br />W <br />J <br />WS6P.... <br />N <br />"0 <br />O <br />O <br />LAST PLOT DATE <br />Aug. 8, 22 <br />Z-1--+ <br />O <br />STRUCTURAL <br />— <br />e_1 <br />DETAILS —MONO <br />