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12 <br />I <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <br />518"OR 112"HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 13/8" 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. <br />SHINGLE ROOF <br />-SHINGLE ROOF <br />15/32" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SN11) <br />-ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />0 SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W1 8d @ 4" <br />O.C., 2 ROWS <br />I x2 NAILER <br />_j PLYWOOD SHEATHING <br />_j <br />2X BLOCKING @ EA. WALL <br />=) NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 <br />SHEATHING JOINT <br />0 <br />FOR MORE INFO <br />1/0 ww <br />16" O.C. 2X S.P.F. STUDS <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 (n 7/8"CEMENTITIOUS FINISH PER ASTM C. 926 <br />& <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />-zz;-H <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od <br />_j I.- <br />_j W <br />= w LAYER 1/8"THICK. <br />COMMON @ 6- O/C EDGES AND 12' O.C. FIELD <br />LL X: <br />vj INSULATION PER <br />1/2" GYP. WB OR 30PLYWOOD/ 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 />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />� S6 S6 <br />� <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYS7 ETAL SEAT <br />'-�ERPLAN OR FELT <br />PPAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB <br />OR 5/8" <br />GYP. TYPE -X" @ GARAGE ONLY) W/ 13,8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7"O/C <br />CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) <br />\11�__13"x8"X16"CONC. KNOCKOUT <br />1/2" GUY P WvvuB I <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 />51 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Elf. c) <br />(n W <br />u_ C-) 4"x4" INSPECTION PORT AT <br />_j <br />Er a. EACH FILL CELL TYPICAL <br />Lu cn <br />1x WD FURRING @ 24"O.0 OL AT GARAGE CONTRACTOR <br />z <br />LO <br />BASEBOARD TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB C14 CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 4'lo 6" BELOW GRADE <br />_71 <br />.9 <br />4 <br />00 <br />..A A 4 FINISH GRADE m <br />I � . . ;V* — <br />cl) <br />71711T <br />EEME" 0? <br />6x6 W1.4xW1.4 -.4 TI -III= <br />4 11 F.] I El I F <br />WWF OR FIBERMESH <br />4'. . 1� I <br />4 1�. 1 5j: 1 IT <br />E11F]IF <br />STD. 90'H <br />"CH OOK <br />(3) # 5 REBAR ON 3 IR (SEE DETAIL) <br />W/3"MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORYWALL SECTION ri <br />SCALE: 3/4"=1'-0" S6 J <br />SIMPSON LSA24 STRAP w/ (8) 10d x 1 1/2"NAILS TO <br />STUD t <br />2nd FLOOR W, <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 />I /-�\ <br />1 st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" <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 />rEND SHEATHING TO <br />)F BEAM OR GIRDER <br />kTE 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 />'17 CORNER <br />TYPICAL 'IT" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING <br />ATTACHED WALL SHEATHING <br />"5z <br />, TO BOTTOM PLATE/CHORD W/ 8d <br />11T@ 4" O/C, 2 ROWS STAGGERED <br />i-7 74 <br />FLOOR TRUSS <br />SEE FRAMING <br />PLAN <br />ir r"',1R., <br />2"x4" CROSS BRACE @ 48 <br />O/C FOR THE 1 ST 2'-0" OF <br />END WALL W/ (2)1 Odx3" @ EA. <br />END INTO 2"X4" BLOCKING <br />FLOOR TRUSS SEE FRAMING PLAN <br />---WEEP SCREED <br />INSTALLED PER MANUR <br />\\—SIMPSON HETA20 W/ (8) 1 0dx1 1/2" <br />NAILS @ 24 O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION rR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS@ 1 <br />2"x BOT. PLAT[ <br />(2) 1 Od @ 6" 0A <br />PRE-ENGINEE <br />FLOOR TRUSIc <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <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) 10dxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />t B <br />SCALE: 3/4"= 11 1-01, S6 <br />RIBBONS <br />— <br />DETAIL (FLOOR TRUSS) 0� <br />SCALE: 1 11/2"=V-0" "6,) <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT.!g 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) 1 Od <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 />AQ 4 <br />' . - - <br />4'. <br />A <br />A <br />11 T_ <br />I r_ <br />I FT� <br />—m-- m- L m (3) #5 CONT. ON 3" <br />CHAIR W/ 3" MIN. <br />E 81 CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION t1"' �S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ��S6 <br />ADDITIONAL SLAB INFORMATION. <br />71 <br />0 <br />15/32"OSB __N <br />All <br />EXPOSURE1 <br />SHEATHING <br />ok <br />Fkx <br />_x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />F <br />SECTION X-X IF <br />w <br />_1 NOT FULL <br />HEIGHT SHEET- <br />JJR <br />(CN <br />0) <br />z <br />G LOOR SYSTIM <br />(2)- 2x TOP PLATE <br />BEYOND <br />15/32"OSB <br />4*' <br />EXPOSURE1 <br />F <br />SHEATHING w <br />w <br />m: <br />SOLID 2x (n <br />c <br />BLOCKING @ ALL 9 <br />C <br />SHEATHING 0 <br />U) <br />EDGES (SEE <br />OPENING <br />III I SECTION X-X <br />w <br />WX <br />_x <br />w <br />_2xSTUIDS <br />jw <br />: <br />BEYOND. co <br />SEE PLAN 0 <br />0 <br />w <br />'-2x4 P.T. BASE <br />2x RIBBON OR \_�HORIZONTAL PLATE BEYOND <br />SEE PLAN <br />BLOCKING <br />BETWEEN FLOORWALL SHEATHING <br />SYSTEM <br />WALL ELEVATION DIAGRAM <br />"S* = NAIL 319" <br />3/8' <br />SPACING <br />S V4' 1/2" S <br />I/rs <br />S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL El <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 20 #2 <br />S'PF TURNED VERTICAL wl 7116- <br />FUTCH 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 />A STAGGERED FOR SHEATHING <br />SECTION X-X <br />2x CRIPPLES @ <br />16- O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />81, O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SPACING <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 />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />--j <br />PENETRATE SURFACE MORE THAN <br />< <br />('#) <br />Z <br />NAIL AT BASE 2 ROWS @ 4- O.C. wt 8d COMMON NAIL <br />(5 <br />NAIL AT TOP PLATE TWO ROWS @ 4' D.C. w/ 8d COMMON NAIL <br />z <br />NAIL OPENING PERIMETER W/ (2) ROWS @ 4- O.C. w/ 8d COMMON NAIL. <br />OLL <br />w <br />@ NAIL INTERIOR AT 6' D.C. w/ 8d COMMON NAIL. <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4- D.C. <br />_j 0 <br />w/ 8d COMMON NAIL <br />a _j W <br />w D - 0 <br />L>L �C<C <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />CF <br />_j r- Orr r-D <br />"1 m P 0 0 0) <br />W/ 8d COMMON NAILS @ 4- O.C. (2) ROWS @ TOP & BOTT. <br />0 0 ca -j :3 <br />LL <br />K U_ <br />@ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL <br />0 0 <br />Nwm <br />MEMBER IF CABLE END <br />x U. <br />_u) <br />OTE: <br />r 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 <br />X 21/2 <br />D <br />=(��OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />F MORE THAN 118". <br />WALL SHEATHING INSTALL. <br />& NAILING SCHED. <br />REVISION 12-7-2020 <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />4 FACE OR 3-ROWS 12d NAILS <br />STAGGERED@ 12" O/C FOR <br />2"x`10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />SEP 0 8 W2 <br />INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) \/1 \�'A <br />ONLY 12d TOENAILS OATUAL <br />virtt:` <br />EXTERIOR HEADERS: .,7,,.'l ' ;. 1 <br />(1) 2x SILL PLATE W/ (2) j:, 1, a;, d <br />12d TOENAILS V . Itt 7tr <br />OPENING LARGER THAN 4 FT: for PX2300 <br />(1) 2x SILL PLATE W/ SIMPSON Edition by Debra <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />d <br />2x STUDS TYP. <br />T. BOT. PLATE <br />\FLOOR TRUSS <br />� 0, <br />RFAM <br />V�0/c <br />SEE PLAN FOR REQUIRED -- <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W1 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 W1 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />7,- A. <br />d <br />A <br />I- ' ' A 4' <br />4- <br />A <br />4 <br />(3)#5REBARON3"CHAIR-/ 4' 1'-8" <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"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 wt (10) 1 Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUR <br />;0 <br />F NISH GRADE <br />W/3"MIN. CLEARANCE <br />ALTERNATE FOOTING v <br />r <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. 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