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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 />O.C. MAX. SHINGLE ROOF <br />SHINGLE ROOF <br />INSULATION — <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 />J <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 />0 = <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) 1Od @ 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 />:3w <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 />I <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />W <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 <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 />ETAL 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" <br />GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' 0/C WALLS <br />STD, 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"&'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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />u_ <br />2 4"x4" INSPECTION PORT AT <br />0- EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />w <br />a <br />0- AT GARAGE CONTRACTOR <br />BASEBOARD <br />Cl) <br />TO CUT BLOCK OR POUR <br />MIN. 250C PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />c <br />,E <br />d <br />.a <br />FINISH GRADE 00 <br />M ' �—III =III —III —I I <br />—I I=1 I f—III <br />III <br />": <br />_—_00 <br />I <br />_ <br />6x6 W1.4xW1.4 I II I I I —III —=I I <br />II II I II <br />I I< <br />I I IIII <br />'''°' . a e <br />a. <br />I I 1=I I=I —I .- o <br />I I II <br />z <br />WWF OR FIBERMESH <br />I II I ICI II I <br />I I I IT <br />-III—III—III <br />I —I I —I I <br />'-1I111 <br />III <br />I <br />I II <br /><' <br />IIII�II�II�I�IIIII� TfT <br />III —III - <br />I <br />STD.90`HOOK <br />(3) # 5 REBAR ON 3" CHAIR <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />4" <br />V-8" <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE:3/4"=V-0" <br />S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <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 />IcT_1 24l�l�[i7�� <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 />FEND 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 />"T" 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" 0/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 />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'W" 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" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS: <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 />FLOOR CONNECTION g <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION, <br />w <br />w <br />_ <br />a <br />O <br />0 <br />15/32" OSB <br />EXPOSURE 1 <br />SHEATHING <br />-x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />c SECTION X-X IF <br />ui NOT FULL <br />Q HEIGHT SHEET <br />C <br />Z <br />G <br />FLOOR <br />SYST <br />M <br />/— (2)- 2x TOP PLATE <br />�l BEYOND I <br />15/32" OSB <br />EXPOSUREI ~ <br />F <br />SHEATHING w <br />= <br />SOLID 2x 'n <br />C <br />BLOCKING @ ALL <br />r"s <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />IL U <br />C <br />x <br />w <br />x <br />E <br />H <br />2x STUDS 2 <br />BEYOND. <br />SEE PLAN <br />0 <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 %AIAI I r, rIiArl^kl MIA^MA&A <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4" S 1/2" <br />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/7/16" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />It <br />(2) 8d NAILS @ Y O.C. <br />STAGGERED FOR SHEATHING <br />VERTICAL BLOCKING <br />SECTION X-X <br />T�7 <br />sFF �o� <br />N <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 MINIMUMy" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />I <br />PENETRATE SURFACE MORE THAN Y". <br />u) <br />z <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />C7 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />= <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />LL <br />O <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />Cn <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />a <br />w/ 8d COMMON NAIL <br />J <br />w LL O = <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> Q O <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />ONmLL <br />� r LL <br />O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />Z N w C) LL O <br />MEMBER IF GABLE END <br />LL u LL <br />NOTE: <br />C 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 />4 <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 ppXTFFLOOR TRUSS / <br />FNiti °R BEAM <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1/2"=V-0" 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.15 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />FITS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 w/ (10) 10d <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: <br />A" <br />'A <br />W e <br />C2 <br />—I I LTI�=111—III-1 I I—III=1JI Ir (3) #5 CONT. ON 3" <br />III—T—I T—I� I —I 1 I 1 <br />CHAIR W/ 3" MIN. <br />8" 1'-8" 8' <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <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 W1.4xW1.4 <br />WWF OR FIBERMESH <br />, <br />C: •' . A. <br />T -III=III=III—I I ° ° " . <br />M <br />I I—III—� I I I d.. ° a t <br />IIIIIIIIIIIIIII° <br />II 4 a. <br />I�I,;,III ° <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <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 />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 />(2) <br />(3) <br />(2) <br />(2) <br />1 (1) LSTA30 <br />(3) <br />3) <br />(2) <br />(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 />7i8" 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 />Gi FINISH GRADE <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />0? <br />—I' r <br />o 9 <br />V <br />m <br />MAR 2 �a <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for campliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />' <br />IUD <br />N <br />Lf) <br />00 <br />to <br />U) <br />a ^ v <br />r <br />10� <br />LLI <br />-A s ## <br />0 <br />Lu <br />0 <br />z <br />Q <br />N <br />A' > O N 0 <br />i,�o�c` <br />�O ? U <br />N cli <br />N <br />.0. 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O <br />I' r- <br />O <br />r <br />0p <br />CV <br />CM <br />(0.CA <br />4 <br />C) <br />C)O <br />CA <br />O <br />O <br />O <br />CV <br />O <br />O <br />0 <br />Nam, <br />r- <br />cli4000 <br />N <br />M <br />Lt7 <br />(6 <br />U <br />M (� <br />Z Z <br />Wo <br />C)U��� <br />0 <br />Q <br />ll-- <br />OaiQ <br />Z <br />Lu P <br />~ <br />r <br />DO 0 Z <br />z 3: <br />n/ <br />5 <br />Z 0 <br />TI <br />�ZZ <br />2 <br />0CL>_Lu <br />O <br />�Z <br />Z T <br />�QO <br />• <br />e <br />Z <br />U <br />. <br />a <br />OV <br />O <br />F— m <br />z <br />SR <br />a <br />Z <br />z <br />w <br />J <br />W <br />a <br />O <br />O <br />LAST PLOT DATE <br />Dec. 15, 22 <br />.. <br />Z Q <br />STRUCTURAL <br />_I <br />DETAILS -MONO <br />