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12 <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 D4839 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 />PRE ENGINEERED 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 />J 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 />w <br />Lu <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4)16d TOENAILS TO TOP PLATE <br />O <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2)1 Od @ 6" O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />J <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od <br />w <br />LAYER 1/8" THICK. <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />- = <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 5 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 />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" 0/C <br />CEILING & 8' O/C WALLS <br />STD. 90 HOOK (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 />L <br />SOLID W/GROUT <br />NOTE; LAP SHEATHING TO BOTTOM OF <br />—.1) <br />BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />n <br />LU <br />g <br />4"x4" INSPECTION PORT AT <br />cr <br />a <br />EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />o <br />AT GARAGE CONTRACTOR <br />BASEBOARD <br />co <br />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 />a MUNICIPALITY <br />4"to 6" BELOW GRADE <br />N <br />°. ; ' .d •a .. <br />°a <br />FINISH GRADE 00 <br />M I —III <br />=III —III —II <br />'I <br />I -III -ICI -ICI <br />III <br />' °' <br />6x6 w1.4xw1.a - I I -III -III -III -I I <br />I I <br />. , <br />WWF OR FIBER-11 <br />MESH II I II I III I II I II I II II I <br />I I II I <br />° <br />I I II II I II I II I I� <br />II <br />(3) # 5 RE BAR ON 3"CHAIR - I I I I I I I I I III I I- -STD. 90°HOOK <br />—"' (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1141 <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=V-0" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />STUDS <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) 10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL--- <br />BAND JOIST .i <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) 1Od 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 />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 />ATE 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 />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />m <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />'.ZTO 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) 10dxl 1/2" <br />0/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 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 TRUSS <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 />A(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />w <br />p SECTION X-X IF <br />j NOT FULL <br />HEIGHT SHEET- <br />0 <br />F <br />0 <br />— <br />W <br />G FLOOR SYST M <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 1 r-1 r-1IA-r1 e%a 111 A A R11 <br />15/32" OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />2 <br />SOLID 2x cn <br />C <br />BLOCKING @ALL j <br />C <br />SHEATHING O <br />EDGES(SEE <br />OPENING <br />SECTION X- <br />av <br />C <br />x <br />F1 <br />�FT <br />x <br />E <br />H <br />uj <br />2x STUDS <br />BEYOND. , <br />SEE PLAN 0 <br />O <br />rn <br />3/8" "S" = NAIL 318" <br />SPACING <br />tS_ 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 />VERTICAL BLOCWNG <br />SECTION X-X <br />2x CRIPPLES @ - <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" 0/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 />0 <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />Lu <br />PENETRATE SURFACE MORE THAN <br />H <br />rn <br />K <br />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 />LL = <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />c=4 <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J p <br />w/ 8d COMMON NAIL <br />J <br />ww LL 0 <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />zi > ¢ r 0 aw/ <br />8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. <br />Q OOcn <br />co <br />cn FO tom- 2 LL <br />LL <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w O 0 <br />MEMBER IF GABLE END <br />c W <br />NOTE: <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 />C 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" 0/C FOR <br />\ <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <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 wl (6) 10d x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />RIBBONS OpXTFgj FLOOR TRUSS / <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1 /2"=V-0" S 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'-611. (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 WI(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 />41 ° - <br />d d' •°'O ° <br />-III= .,�"' <br />i i Iii= •• ' 1� a ' <br />12 <br />(3) #5 CONT. ON 3" <br />I 8" 1 1'-8" 8 I I CHAIR W/ 3" MIN. <br />i l CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SE <br />ADDITIONAL SLAB INFORMATION. <br />FNiN� 'Q BEA <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR <br />FRAME WALL HEADER DETAIL <br />M <br />S6 <br />Virtual Review Assis#. I c. <br />Plans Re ie�� for cerr)ti#cornPlated and <br />iance t> 11 the 2020 FBC 7th Edition <br />Debra Arrr)e Klahr PX23j0 <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 />4'4 <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 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 />•� - d id ° <br />N ° <br />° FINISH GRADE - <br />-I MI •°° d. ° I=I 00 <br />_I I <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 -8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. S6 <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 />'S <br />M <br />N <br />O <br />04 <br />N <br />y- -F <br />cy) <br />a I' .�v J OOhP <br />LO <br />000 <br />LO <br />i G + E <br />L6 <br />a 00 ,' <br />�Qk , I � iS E.cLLI <br />z <br />E e Q°. ] <br />TT-FF •q��q..n��r <br />'ter <br />w <br />0 <br />Z <br />Q <br />� q <br />W L '= u <br />�' c7r 6 <br />N I <br />N V i0 co u a <br />-C — 0 M <br />Q� `- = m <br />2 o <br />rn� <br />VJ O O 0 N Q <br />t u� <br />} <br />• N f ' L.L•I 11 ry <br />V <br />N 00E .9 <br />W <br />0 W <br />LLI U) W Q ~ <br />H-Q ctazw <br />fVOa~Z <br />Q <br />�—X nC)<<�o�O0Q0�OJ�O <br />u-— <br />�O 0~ <br />U� <br />c0�n0� <br />W�WOzOOOmZz <br />wv)O wWu<0LZ�aQ <br />0LL OW Q <br />oQz <br />OW <br />�Qu- <br />s� <br />O <br />O <br />CNI <br />Zw <br />O F- <br />> in O <br />CD 0 <br />Du)cMO <br />J � <br />C< <br />G � LL ti <br />uj < <br />H 0� 0- <br />z <br />_M <br />co <br />ZVI�- <br />Lu <br />w <br />J0 <br />CD <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />O <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />I­� <br />co <br />M <br />O <br />CO <br />0 <br />0-)8) <br />0 <br />— <br />N <br />o <br />I <br />l! <br />1 <br />I <br />I <br />Z <br />0 <br />NW <br />o <br />q! <br />' <br />> <br />N; <br />, M <br />00 LO <br />Z ~ <br />d' <br />QZ <br />W <br />O <br />� <br />0 <br />W <br />000 <br />UJI <br />0 <br />0�� <br />z0� <br />y 1 <br />WW~ <br />Fm-~2 <br />of <br />O <br />Z�= <br />W <br />/�- <br /><r-� <br />0 <br />zoo <br />Q <br />v <br />gZ LL <br />. <br />z <br />�z� <br />L0 <br />� <br />OU <br />0 <br />� <br />z <br />z <br />z <br />z <br />w <br />w <br />J <br />00 <br />LAST PLOT DATE <br />O <br />, . <br />z O <br />STRUCTURAL <br />-J <br />DETAILS - MONO <br />