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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) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE 11(#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 />1x2 NAILER <br />~ PLYWOOD SHEATHING <br />J <br />J <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />:D (n NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />W/ (4)16d TOENAILS TO TOP PLATE <br />w <br />o r <br />O N 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2)1Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />0 W LAYER 1/8" THICK. <br />1- = NSULATION 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 />g 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 ETAL SEAT <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 />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN —� <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />c <br />E <br />N <br />cn <br />6x6 W1.4xW1.4 <br />WWF OR FIBEI <br />�I 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) 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) 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 />)F 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 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 />0 roR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <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 />ch <br />S2 4"x4" INSPECTION PORT AT <br />w COEACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR <br />FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />SEE FRAMING"AR" <br />WEEP SCREED <br />PEN <br />:. I I—) I I —I IT—hI I- '- PLANINSTALLED PER MANUF. <br />3H I�I I �I I I I O Z <br />a I � I I ° • III I I� I 2"x4" CROSS BRACE @SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />O/C FOR THE 1 ST 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 />BASEBOARD <br />M <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 />MUNICIPALITY <br />4"to 6" BELOW GRADE <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 />2x STUDS @ 1— ^ <br />2"x BOT. PLATE <br />(2)10d @ 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) 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 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)10d NAILS TO <br />STUD PER STRAP <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" "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 F-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS 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 />d � ° <br />a. <br />III— /� t <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 />o: <br />° •. ° <br />I <br />1 1(CHCONT.ON 3- <br />III 1 AIR W/ 3" MIN. T-88' <br />CLEARANCE <br />R INTERIOR 2-STORY FRAME SECTION S <br />S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />w <br />w <br />0 <br />cn <br />15132" OSB <br />EXPOSURE <br />L <br />SHEATHING <br />x <br />4 <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />O SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />C <br />G <br />FLOOR <br />SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />= <br />SOLID 2x <br />C <br />BLOCKING @ALL <br />C <br />SHEATHING to <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />aU <br />C <br />x <br />cw <br />x <br />E <br />w <br />2x STUDS <br />BEYOND. _ <br />SEE PLAN O <br />y <br />1 \-2x4 P.T. BASE <br />A HORIZONTAL PLATE BEYOND <br />2x RIBBON OR VERTICAL SEE PLAN <br />BLOCKING WALL SHEATHING <br />BETWEEN FLOOR <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" S. _ <br />SPA, <br />S 3/4' <br />SINGLE 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 />VFRTICe, ALQC'ICNG <br />SECTION X-X <br />T�7 <br />S�cF 0� <br />N <br />2x CRIPPLES @ — <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <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 }6" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />_,j <br />PENETRATE SURFACE MORE THAN Ys". <br />2 <br />O <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />0 <br />© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />L� <br />© <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />OD <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />O <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />J <br />w/ 8d COMMON NAIL <br />w LL O tY <br />10: <br />O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />$ <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />m O- H 00LL c <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N W & O'- <br />MEMBER IF GABLE END <br />0 LL <br />NOTE: <br />K�c WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />1 <br />S4 <br />10d NAILS @ <br />8" O/C TYP. <br />BOX HEADER <br />ONLY <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <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 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />�P.T. BOT. PLATE <br />FN\o�TFJq� FLOOR TRUSS I <br />OR RFAM <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 />WWF OR FIBERMESH <br />a. <br />III—III—III-1 I ` ' ° <br />-1 I —III —I I I I .4. <br />: , <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <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 />1 (2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />1 (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)1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />_ _ _50 <br />I <br />;IIII;II o� <br />(3) # 5 REBAR ON 3" CHAIR --�1 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. 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