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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" 0/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />(2) LAYERS ASTM TYPE II 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 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 ~ PLYWOOD SHEATHING <br />.J <br />2X BLOCKING @ EA. WALL <br />m <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />o <br />W/ (4)16d TOENAILS TO TOP PLATE <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)1Od @ 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 <br />w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/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 />B R <br />SO. 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 />—�VIETAL SEAT <br />ER PLAN <br />p <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />e:• <br />BARRIER <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 />M <br />6x6 W1.4xW1.4 <br />WWF OR FIBEF <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONIC, 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 />M <br />v 4"x4" INSPECTION PORT AT <br />J cn EACH FILL CELL TYPICAL <br />w <br />1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR <br />BASEBOARD M TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 4"to 6" BELOW GRADE <br />... Q FINISH GRADE <br />Lu <br />• '4 <br />e <br />• A <br />TT7 �7 e <br />��''�7I 7�'�I' <br />' �TT71JJ. J.J..L� • + T�7LLL7��1JJ <br />��I IllllllL'� I IJI..I—LIL�I I I � � e. III-1 1I- <br />"'71l \—STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR Tr—' `T (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION <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) 1Od 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 />"'N <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 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 />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />XE 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 />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 />00 FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />°P SEE FRAMING WEEP SCREED <br />c z_ PLAN INSTALLED PER MANIJF. <br />r � <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) 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) 1Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'4" <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 f� <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 />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1/2"=1'-0" ��S6 <br />NOTE: SEE TYPICAL WALL <br />N. <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)10d <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 />::X <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />e, d . e <br />a e <br />TT� , .e �� a .. � . <br />II III d ° .•. III I I I�r <br />— — - <br />M���� �T - (3) #5 CONT. ON Y <br />8" 1'-8" 8" CHAIR W/ 3" MIN, <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />i <br />15/32" OSB <br />EXPOSURE <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />C <br />Z <br />G <br />FLOOR <br />SYST <br />M <br />(2). 2x TOP PLATE <br />BEYOND I <br />151,12" OSB <br />EXPOSUREI <br />p <br />SHEATHING w <br />SOLID 2x cn <br />BLOCKING @ ALL <br />C <br />C <br />SHEATHING 00 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />CL U <br />C <br />x <br />w <br />x <br />E <br />2x STUDS Lu <br />BEYOND. <br />SEE PLAN o <br />O <br />A "-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM I A I A I 1 r l r 1/ A T l r% A I r% I A^ M A A A <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4" i <br />1/2" <br />1/2" <br />S ° v2' <br />SINGLE NAIL EDGE °SPACING DOUBLE NAILEDGE SPACII <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO wl (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 />T�7 <br />S1cFp1 NlL <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 />0`NNA <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 Ye" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />O <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Yq". <br />z <br />_ <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />LL = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />C) <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />Cn <br />OE <br />w <br />w/ 8d COMMON NAIL <br />J <br />ww LL P- O <br />n PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> < O N <br />J w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q ¢F OOVi <br />U) m <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 <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 />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" O/C FOR <br />41 <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 />12G 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 />WWF OR FIBERMESH <br />. e. 4'. e <br />ed e <br />M — <br />a <br />III—IIIIII—I I °e <br />-1 I —III —III I I • e <br />-IIIIIIIIIIIIIIIII 4 e° <br />I I I -I I I d 44. e <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE — <br />ALTERNATE FOOTING <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 />ISTUDS <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 />lUl 21 2013 <br />n <br />PLYWOOD SHEATHING NAILED PER NAILING v Sslst. lnC. <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Virtual ReV1eWetea and approved <br />plans Review comp 2020 FBC 7th Edi <br />2X STUDS @ 16" O/C llanCe wtth the px2300 <br />7/8" STUCCO FINISH PER ASTM C. 926 for COmpby Debra Anne Klahr <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 />I °° <br />-III=I1 4 <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />(M <br />0 <br />04 <br />In <br />LL, <br />' <br />P.f . <br />' `t <br />w <br />Q <br />C <br />W L 'O U <br />M C <br />+-� �a10 2 u <br />N U -0 -0- 0 <br />'c t 8 U O <br />0 u- , v <br />�.0 U <br />N V Lu ary c <br />E <br />70 >` <br />V a <br />LJJ <br />I1J <br />❑ LLI Vj W 0 f- <br />UJ Fes- Q w J � Y Z w z <br />Q LLl <br />U <br />X5�J003: uLLUOoJO <br /><Ox-'Z0 I OZ200HQQ <br />C'1 O 0 <br />Z <br />(7cn0LOz0�00mZmZ 0 <br />Co LU <br />-,Ooa�zWo_zZL`Ow0pa <br />_Wwo <br />ILL.0 <br />¢¢QOW <br />W 0 0 25 <br />Q 0 <br />U- <br />a <br />O <br />O <br />OW <br />0 = O <br />O <br />,.>., �p <br />`M O <br />L M <br />z0 <br />Q In <br />CL <br />V) <br />Z(A�N <br />Ln <br />0- ,M-•i <br />a <br />O <br />I— <br />Z <br />Z <br />Lu <br />J O <br />l� <br />N <br />N <br />cM <br />N'N <br />' c'M <br />N <br />N <br />N <br />r- <br />c� <br />14 <br />O <br />�r <br />. <br />N <br />N <br />( N <br />O <br />o <br />`o <br />00 <br />0) <br />co <br />T11 <br />O <br />T-- <br />O <br />�- <br />O <br />N <br />O <br />NO <br />O CN <br />N <br />o <br />N <br />010 <br />N'N <br />O <br />O <br />N <br />O <br />N <br />CD <br />N <br />N <br />0 <br />N <br />n <br />a) <br />N <br />0) <br />O <br />v- <br />r- <br />00 <br />O <br />r <br />Q <br />O <br />O <br />O <br />e- <br />e- <br />N <br />o <br />N <br />N' <br />� <br />0 <br />N <br />O <br />N <br />O <br />M <br />O <br />�t <br />O <br />LO <br />O <br />CO <br />O <br />I�- <br />L <br />cr <br />M (n <br />Z Z <br />O <br />Z _ <br />HIV <br />0 <br />Q <br />�O <br />n. <br />Oa=Q <br />j( <br />z <br />Z <br />uj W I� <br />�Lu <br />co0Z <br />(�zw <br />< Z 0 <br />T-I <br />0- <br />Z Z U. <br />r,� <br />00 <br />0a�z <br />N< <br />z <br />Z� <br />�Qo <br />• <br />Z <br />U <br />Ua <br />0 <br />0 <br />�- m <br />z <br />Q <br />z <br />Z <br />Lu <br />J <br />ui <br />M <br />O <br />O <br />r <br />LAST PLOT DATE <br />May. 8, 23 <br />STRUCTURAL <br />.. <br />z Q <br />J <br />DETAILS -MONO <br />