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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" 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 II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <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 />lX2 NAILER <br />~ PLYWOOD SHEATHING <br />J <br />J <br />2X BLOCKING @ EA. WALL <br />:3 <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />cn <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />w <br />o m <br />W/ (4)16d TOENAILS TO TOP PLATE <br />0 cn <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 />W <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />=)w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />w = <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 51000 <br />(13 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 />_�_kz <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 />lx WD FURRING @ 24" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />E d' <br />fV a <br />A <br />6x6 W1.4xW1.4 I I I I I ° a <br />WWF OR FIBERMESH _I I rl I I —III —I I I e. <br />a <br />.. <br />0 OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />��H 41** A <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 PIAN & NOTES) <br />CM <br />LL <br />v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />LU <br />`" <br />= <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />�410 6" BELOW GRADE <br />=1NISH GRADE c0 <br />I I I -`-T=- '--STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1 1'-8" <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE::3/4"=1'-0" S6 <br />O Z <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od 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 />*SIMPSON LTP4 w/ <br />(12) 8d xl 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 1ST 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 />END 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) 1Od @ 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 />E <br />S6 <br />DECKING <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />ATTACHED WALL SHEATHING <br />TO 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) 10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 202 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 TRUS: <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <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 I� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />TR <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 />B <br />SCALE:3/4"=1'-O" S6 <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"=1'-O" S6 <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'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 w/ (10)1 Od <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 />e. d• .� d . <br />d . .4 �. <br />a. <br />.. co <br />- IT I I— �� �A . e • � � � •' I� I I I I I I- <br />111-ri i ICI I IITII�1 i��I i ICI i II 1-(3) #5 CONT. ON 3" <br />8" 1'-8" 8° l 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" SE <br />ADDITIONAL SLAB INFORMATION. <br />w <br />to <br />0 <br />y <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />�w NOT FULL <br />F HEIGHT SHEET <br />C <br />U) <br />Z <br />G <br />FLOOR <br />SYST <br />W <br />M <br />/— (2)- 2x TOP PLATE <br />�! BEYOND I <br />15/32" OSB <br />EXPOSUREI r <br />F <br />SHEATHING w <br />2 <br />SOLID 2x <br />C <br />BLOCKING @ ALL M <br />C <br />SHEATHING 0 <br />EDGES(SEE <br />OPENING <br />SECTION X-X <br />w <br />2: (.5 <br />C <br />x <br />tt w <br />x <br />E <br />Lu <br />Lu <br />2x STUDSuj <br />BEYOND. <br />SEE PLAN O <br />� <br />O <br />11111 <br />1�1 <br />�� <br />- __ <br />L <br />I <br />1 \-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL <br />SPACING <br />S 3/4" S <br />1/2" <br />S <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 />SFF l.Oy, <br />Al <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 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)b" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />Lu <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Ya". <br />z <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />C NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />= <br />LL <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMI <br />0 <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />w LL - O 00:n <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />� L a O U <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />a cr 0 0 U) <br />z L <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />— N w 0 O <br />MEMBER IF GABLE END <br />LL LL <br />NOTE: <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 aQ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />"�q (2) 2x HEADER SEE PLAN <br />S4 . INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 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 />I <br />0 NiFR�0 <br />N� <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />(2) ROWS OF 2x BLOCKING 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 />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />d n <br />a <br />M I I I —I I I —I I I —I <br />III —III —III I I d.. a Q <br />IEEI I II I I I II � .. <br />I 111=1 <br />(3) # 5 REBAR ON 3" CHAIR 4" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />LW <br />m <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />ISTUDS <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'-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 />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 />00 <br />FINISH GRADE <br />0? <br />I� =I o Z r <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 314"=1'-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />SEP 0 8 2022 <br />iRTUAL F-'ltW ASSiS' <br />Plans -Review comple-ted ai7 i l for compiial Ice with the 2-020 FCC 7th <br />-�i;lion by Debra Anne Klahr PX2300 <br />- <br />N <br />N <br />N <br />c~ <br />04 <br />In <br />? <br />Col., <br />CD <br />co <br />LO <br />10 <br />LLI <br />0 <br />o <br />Lu <br />z <br />Q <br />AA,, E <br />(I1 i .` '0 M o <br />w <br />' Q MN <br />} �pcO Zcw <br />V) V �'p_°� d cc, <br />� M <br />W L <br />Y/ O 0 B <br />0 �- S m Q <br />i c) <br />•^V`) u W 0.a N <br />cO E 0) <br />W L <br />V, <br />W <br />W W <br />w~¢ WmJ [C�Yzw z <br />X�--�03:Ix L)OO JO <br />Q <br />U <br />�CJX-3ZLLli0Zmp01-QQ <br />dwW90-z0W0-0mzz 0 <br />WIx<, <br />Q <br />Z <br />ch Oo_WV5IWWv -, <br />a. <br />1 <0W<v5ZWzO�L))0Q <br />m H w <br />LL <br />O w z <br />0m 0 =O a <br />maw <br />i <br />O <br />Z <br />LL) <br />0 <br />ED 3 ti <br />O <br />0 M <br />M <br />Q L0 <br />U) LL^ ti <br />LLj Ln <br />M <br />Z V <br />WZ3: <br />W O <br />J <br />O <br />k <br />N <br />N <br />O <br />N <br />ti <br />N <br />O <br />O <br />CD <br />00 <br />O <br />N <br />O <br />N <br />O <br />CV <br />N <br />•- <br />N <br />O <br />N <br />O <br />N <br />O <br />CV <br />O <br />N <br />O <br />CV <br />o <br />N <br />O <br />N <br />CA <br />N <br />00 <br />OO <br />LO <br />00 <br />o <br />C+M <br />� <br />N <br />CD <br />CM <br />N <br />� <br />0 <br />0 <br />0 <br />0 <br />CD <br />C <br />' <br />0 <br />�fN <br />� <br />U-) <br />N <br />C)O <br />N <br />O <br />eM <br />O <br />IRT. <br />O <br />uo. <br />O <br />Co. <br />C)U-) <br />1� <br />cr <br />CO <br />v�J <br />Z Z <br />!2_ <br />O <br />owv) <br />ILLI <br />}0 <br />O <br />Uo�o <br />U a <br />ij <br />VJ <br />OW <br />F=-a <br />Q <br />= <br />m = Z <br />Z J <br />N <br />3: <br />00 <br />> <br />('Y) <br />Z Z IL <br />CV <br />N <br />�aMw <br />a <br />Lnzz <br />Z <br />Z <br />0 <br />U <br />d <br />OV <br />O <br />m <br />z <br />Z <br />Z <br />Lu <br />W <br />N <br />N <br />t— <br />LAST PLOT DATE <br />Apr. 26, 22 <br />O <br />STRUCTURAL <br />— <br />J <br />DETAILS —MONO <br />