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tL1 11 1! 1 11 1 1 1 1 1 11 1 <br />L t l III I I II I iI <br />l <br />i <br />1 <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 />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />SHINGLE ROOF <br />INSULATIO <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 />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />SHINGLE ROOF <br />INSULATIO <br />15/32" 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 <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />~ <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />w <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />5 C� 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 />� w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />LL = <br />N PER <br />INSULATION <br />IO <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />I <br />CHART 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 />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />0.... <br />—METAL SEAT <br />ER PLAN 0L <br />OR FELT <br />PAPER FOR <br />UP <br />MOISTURE <br />III <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 — STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT <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 />E��FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />u_ LU <br />4"x4" INSPECTION PORT AT <br />w CL <br />EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR <br />BASEBOARD 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 />c <br />E ° e <br />N ° T tr FINISH GRADE <br />M III III I a <br />OP <br />6x6 W1.4xW1.4 <br />WWF OR FIBERMH111LT_I11I T1I�I I I III ° b 1L1M�_ <br />FIR11 LTR <br />T <br />J1' ' 11jTT�' \—STD. 90*HOOK <br />(3) # 5 REBAR ON 3" CHAIR I — 1.1" <br />W/3" MIN. CLEARANCE 4" 1148" (SEE DETAIL) <br />TYP 2-STORY WALL SECTION <br />SCALE:3/4"=1'-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />STUC_._.._. ....._ _..._ _.__. _.. <br />2nd FLOOR b <br />BEAM/GIRDE <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 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 />,TE 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 11T" 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 />15<1 <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING <br />WEEP SCREED <br />PLAN61 <br />INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" <br />0/C FOR THE 1ST 2'-0" OF <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />BLOCKING & MIN. 4" EMBEDMENT <br />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"=1'-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 />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"=1'-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 <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 />FLOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />B <br />15132" OSB <br />All <br />EXPOSUREI <br />SHEATHINGf <br />x <br />PROVIDEx <br />BLOCKING AS <br />REQUIRED PERD <br />0 SECTION X-X IF <br />U NOT FULL <br />HEIGHT SHEET <br />z <br />G <br />FLOOR <br />SYST <br />M <br />/— (2)- 2x TOP PLATE <br />.! BEYOND <br />15/32" OSB <br />F <br />EXPOSUREI <br />SHEATHING w <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />aU <br />C <br />x <br />w <br />x <br />E <br />2x STUDS w <br />BEYOND. <br />SEE PLAN O <br />'\-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 3/8" <br />SPACING <br />S 3/4"1/2" S 1/2" <br />S 1/2" <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/ 7116" <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 />SFFA/��pw <br />4N <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 y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Ye". <br />u) <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />_ <br />U_ <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC <br />0 <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />w LL 0 <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />U) <br />© (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w 0 0 <br />MEMBER IF GABLE END <br />N LL <br />NOTE: <br />rc WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <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 />1 <br />(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <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) 10d x 1 1/2" EACH SIDE <br />2x STUDS TYP, <br />P.T. BOT. PLATE <br />RIBBONS pAXTF,Q7 FLOOR TRUSS / <br />Fti/iy p'Q BEAM <br />DETAIL FLOOR TRUSS O <br />SCALE: 1 1 /2"=1'-0" S 6 <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. <_ 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 />TYPICAL TENSION 2600#.) <br />2X P.T, PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />° <br />e. da �—T � <br />-• e III � <br />T_II I I .° ICI Ir <br />°' MI <br />—1 I I=, 1111 jL II II I,1�lllM-Lml I I_ ' (3) #5 CONT. ON 3" <br />8" 1 8" 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" S6 <br />ADDITIONAL SLAB INFORMATION. <br />G <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 W1AxW1.4 <br />WWF OR FIBERMESH <br />E d ° <br />M -III—III—III—I I ° ° " <br />III —III —III I I ° <br />—I I.IIII III IIIII <br />�I <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'4" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <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 />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'-9' <br />(2) <br />3 <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />1 (3) <br />3) <br />1 (2) <br />1 (3) <br />1 (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 />Ir: FINISH GRADE <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />—I O Z <br />FEB 0 3 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />" <br />N <br />M <br />t. <br />LO <br />tlt <br />00 <br />Cr <br />'F �1 <br />W <br />W <br />Cr <br />0 <br />Z <br />Q <br />W <br />4) > o N <br />L.0,O 0 <br />C'7 ENV CY) CO G! <br />N M <br />LonAV, <br />-0 CIO, <br />� M <br />E <br />W 2 <br />0 0 � <br />•N <br />wO� Nzz <br />Q N <br />C <br />L o E� .2 <br />aCL a <br />(I <br />W W <br />0 Ll Uj w 0 H <br />wHw-Q �UJI � � Yz� Z <br />o W <br />U <br />Q <br />���_�0�x0)U_000LL <br />J0 <br />fQ- <br />Orn <br />0u)xW0_0�00mzZa0 <br />w Uj <br />� <br />°ZQ <br />LL <br />o0Z <br />ujwo°W¢ wO <br />om� <br />0 <br />c <br />0XOOQ <br />It <br />O <br />O <br />Z N <br />OW <br />U <br />CD <br />0 M <br />Q�`'�Li <br />Ll^ <br />U) ti <br />11-- 0�a-CM <br />CIO <br />Z U <br />3: <br />Luz <br />W � <br />O <br />A <br />N <br />N <br />O <br />N <br />I <br />C14 <br />0 <br />O <br />(,O <br />r <br />00 <br />0 <br />N <br />0 <br />N <br />CD <br />N <br />N <br />N <br />C)O <br />O <br />N <br />O <br />N <br />O <br />N <br />C) <br />N <br />C:) <br />N <br />C:)N <br />N <br />Cn <br />00 <br />L0 <br />00 <br />cy j <br />O <br />Md' <br />C)C:) <br />C <br />O <br />C:) <br />O <br />C:)e— <br />O <br />O— <br />0 <br />(0 <br />0 <br />M <br />N'^ <br />L ♦ <br />Oo00000 <br />NC') <br />-It <br />in <br />CO <br />I� <br />Cr <br />00 <br />VJ <br />Z Z <br />O <br />W <br />wwu) <br />Ur >— <br />O <br />�o�a <br />�0 <br />Vl <br />F-Q <br />Q <br />zW <br />�� <br />=m=Z <br />!n <br />V <br />J <br />N <br />z <br />00 <br />�<Zof <br />0 <br />M <br />Z Z U <br />O <br />w N <br />O�2Z <br />O <br />Q <br />�cU)ZZ <br />e <br />Z <br />FQO <br />s <br />Z <br />U <br />U <br />a <br />0 <br />O <br />Q <br />z <br />Z <br />Z <br />Lu <br />WS6 <br />N0 <br />N <br />O <br />LAST PLOT DATE <br />O <br />Nov. 30, 22 <br />z0 <br />+ <br />O <br />STRUCTURAL <br />— <br />J <br />DETAILS -MONO <br />