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(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 />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS <br />�7 <br />O.C. MAX. SHINGLE ROOF <br />INSULATIO SHINGLE ROOF <br />1 r/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE SOFFIT SHEET <br />CEILING & 8" O/C WALLS I <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />~ <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA WALL <br />0 <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />Cn <br />FOR MORE INFO <br />w <br />16" O.C. 2X S.P.F. STUDS <br />o i <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />O 0 <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 />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />J <br />D w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />LL = <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 />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 />METAL SEAT <br />ER PLAN 0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" J <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 />STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />ARCHITECTURAL <br />�q�FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />U_ <br />v 4"x4" INSPECTION PORT AT <br />cr <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />a <br />CO <br />AT GARAGE CONTRACTOR <br />BASEBOARD <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 />410 6" BELOW GRADE <br />c <br />FINISH GRADE 00 <br />M I ICI —II <br />'` <br />6x6W1.4xW1.4 _II II <br />II <br />d <br />a <br />II�I�II <br />z T <br />WWF OR FIBERMESH I F- —I Ii=I I <br />I I <br />° <br />_9 <br />I 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 />*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 />FLOOR TRUSS <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ITE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)10d @ 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 "T" 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" 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) 1Odxl 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 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)10d @ 6" OX <br />PRE-ENGINEE <br />FLOOR TRUSS <br />rTACHED WALL SHEATHING <br />DNTINUOUS TO BOTTOM RIBBON <br />/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />:4 RIBBONS, EACH W/ 4-16d <br />NILS INTO EA. FLOOR TRUSS <br />EEP SCREED <br />STALLED PER. MANUF. <br />MPSON HETA20 w/ (8) 1Odx1 1/2" <br />41LS AT EA. TRUSS w/ MIN. 4" <br />OBEDMENT IN KO BLOCK <br />FLOOR CONNECTION g <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" 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 <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />TR <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 O <br />SCALE:1 1/2"=V-0" S6 <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 />FITS 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 />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />L. <br />.1 I <. d,. I I II <br />�i�il III I� <br />8 I III - I I F, I �I I l i� I I�� I� C AI W/ 3" ON . <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" SG <br />ADDITIONAL SLAB INFORMATION. <br />rn� <br />15132' OSB <br />EXPOSUREI <br />SHEATHING <br />rkx <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 />In <br />z <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING w <br />SOLID 2x <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />dU <br />C <br />x <br />crw <br />x <br />E <br />F <br />2x STUDS w <br />BEYOND. � <br />SEE PLAN 0 <br />O <br />�2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/g^ "S" = NAIL 3/8" <br />SPACING <br />S 3/4 in" S U2" <br />g vz^ <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 w17/16" <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 <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMX" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />III <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />-, <br />PENETRATE SURFACE MORE THAN)J'. <br />CO <br />CO <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />U_ _ <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />0 J W M <br />J LL E 0 x <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />_ > Q 8 in <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTr. <br />it l- 0 CO <br />Z 1- w ca LL x <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />- w w 0 0 <br />MEMBER IF GABLE END <br />Ir <br />c � LL <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />SFF , <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 />2x CRIPPLES @ <br />2"xl0" OR GREATER HEADER <br />16" O.C. W! (2) 12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 <br />(2) 2x HEADER SEE PLAN <br />S4 <br />• INTERIOR HEADER: <br />10d NAILS @ <br />8 O/C TYP. <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) <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 />T!! <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />AxrFRi FLOOR TRUSS / <br />BEAM <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 />`r WWF OR FIBERMESH <br />C .•e. .d °.. w E d °: <br />.11 I_I I I —I I I —I <br />-1 I II I II I II I II I ° <br />II I a . <br />(3) # 5 REBAR ON 3" CHAIR <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />1 (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 OCT 2 8 2022 <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 />Virtual Review Assist. In <br />Plans Review completed and approved <br />FINISH GRADE 00 for compliance with the 2020 FBC 7th Edition <br />by Debra ,Anne Klahr PX2300 <br />00 <br />= r <br />-III=I' o Z <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />u <br />N <br />N <br />O <br />N <br />CV <br />LID <br />00 <br />LO <br />cs173 77LU <br />z <br />n 1 <br />1p- {t <br />_ <br />-r :a <br />O <br />111S <br />, '` <br />.. <br />LU <br />Z <br />Q <br />E <br />= 0 <br />Q) ; U <br />mr <br />In . <br />♦%�� <br />W = co <br />U O <br />U � � <br />�(N LU Q!;� <br />E" rn <br />L. o <br />a '0 <br />J <br />_ww w20 <br />I- Lj w <br />Q� � z D_ <br />zU <br />�_ V)OU_OiJO�xU)wUJ <br />Q Q V <br />>O0Qzu U._0ZM0F- <br />11z CJWWWOzOW000MzU)OZ( <br />w LU F it Q <br />_J�WzO�0pa j<U <br />I­- <br />ILL. <br />Ow �H� mwp Q <br />OW s o oQZ9Q <br />maw <br />O <br />O <br />CN <br />Z <br />W <br />O1 <br />> (n O <br />cM <br />cl` <br />LO <br />2U)Lti <br />�LO <br />Z U <br />W <br />W <br />O <br />J O <br />(O <br />co <br />L <br />IL <br />I <br />L <br />L <br />I <br />I <br />O <br />o <br />0 <br />0 <br />0 <br />0 <br />o <br />a <br />N <br />N <br />N <br />N <br />N <br />aD <br />C) <br />O <br />C)r <br />O <br />N <br />o <br />I <br />I <br />z <br />O <br />N'^ <br />LO <br />It <br />> <br />0 <br />N <br />0 <br />M <br />o <br />.4 <br />I <br />L <br />I <br />co♦ /'� <br />Z z <br />♦/J <br />Qz <br />O <br />zw <br />� <br />W <br />v <br />0OO <br />UVFn <br />p <br />0 <br />z)Z> <br />0�0 <br />Q= <br />Z <br />n��a <br />w=Q <br />N <br />0 <br />zo= <br />■ <br />W <br />Q�� <br />N <br />0 <br />ZWO <br />z <br />U <br />D_Z� <br />U_d <br />Z <br />OV <br />a <br />MMO <br />W <br />� <br />z <br />Q <br />z <br />Z <br />w <br />W <br />-IM o <br />0 <br />LAST PLOT DATE <br />z 0 <br />STRUCTURAL <br />DETAILS - MONO <br />