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12 <br />I <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 I 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 I OR ASTM D4869 TYPE Ili OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED <br />PER SECTION R905.1.1.1 ITEM A 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 />11 <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE WI 8d @ 4" <br />O.C., 2 ROWS <br />lx2 NAILER <br />w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />u� <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />,L <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />w <br />m <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />) <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 />=i w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />lu, <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 />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 <br />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 />0 <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 />MUNICIPALITY <br />-. <br />N.�° d e <br />e � <br />II I -III -III -III II ° <br />6x6 W1.4xW1.4=T <br />WWF OR FIBERMESHI I I=L= I—rIII III d <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 />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />u_ U 4"x4" INSPECTION PORT AT <br />Cc w 0- EACH FILL CELL TYPICAL <br />Co <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 />ISH GRADE 00 <br />'� I ",I I E I I �J'I I I' \_STD. 90*HOOK <br />(3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" <br />TYP 2—STORY WALL SECTION T <br />SCALE. 3/411=11-011 <br />S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <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 />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 />@ WOOD 1 ST 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 />'END SHEATHING TO <br />IF BEAM OR GIRDER <br />TE W/ <br />O.C. <br />IOR 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 />"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 />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />SEE FRAMING <br />CAC I <br />WEEP SCREED <br />PLAN <br />INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8) 10dx1 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"=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" OX <br />PRE-ENGINEE <br />FLOOR TRUS: <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) 1Odx1 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"=l'-O" <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />M <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" "6,) <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT. 5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT. > 8'-6" <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 1Od <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 />° <br />IMII:-.= I <br />—III=, I I I I I I ITIJLI� I I I I I I i ��I 1— #5 CONT. ON 3" <br />C <br />8" 1 8" lI 8' CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />i <br />15132" OSB <br />EXPOSURE <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />ui <br />� NOT FULL <br />' HEIGHT SHEET- <br />o <br />( <br />Z <br />G` FLOOR SYST M <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />3LOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />— <br />EXPOSUREI F <br />F <br />SHEATHING w <br />= <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING p <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />Lu <br />aU <br />C <br />x <br />7_11 <br />w <br />Me. <br />x <br />E <br />uj <br />2x STUDSLu <br />BEYOND. (n <br />TT <br />SEE PLAN O <br />O <br />U) <br />------------ <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />3/4" S^ 1/2" <br />1/2" <br />I 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 />SECTION X-X <br />SFFp�� 0� <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 MAYBE 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 MINIMUMY¢" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />O <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THAN Ye"• <br />Z <br />C NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />O j NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />LL = <br />C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( <br />O ¢ <br />w <br />C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />C. <br />of <br />C STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />J <br />w LL LLj O = <br />) PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER <br />F <br />> a O in <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />¢ ¢FOOcn <br />u~i ~ LL <br />!� (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w O O ~ <br />MEMBER IF GABLE END <br />r- . " <br />NOTE: <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 />WALL SHEATHING INSTALL. <br />C . <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 (2) 2x HEADER SEE PLAN <br />S4 . INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <br />o 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 />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 r <br />WWF OR FIEERMESH 1 <br />C n. <br />a ' <br />III--- 11I—III_ II a ° <br />I-IIIII II I I I ° <br />_� I _I dgr1l 1 1-1 a d <br />—� F I <br />(3) # 5 REBAR ON 3" CHAIR q„ III 1 _g <br />C <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 />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(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" 0/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 />k FINISH GRADE <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. 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