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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 <br />PRE ENGINEERED <br />Z_ �7 <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 WE <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 ~ PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />5NAILED <br />PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />- <br />w <br />o i <br />W/ (4)16d TOENAILS TO TOP PLATE <br />O m <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)1Old @ 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 />_j w <br />LAYER 1/8" THICK. <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />LL <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 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 />ETAL SEAT <br />ER PLAN <br />O <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' 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 />1x WD FURRING @ 24" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />I <br />c <br />de...� <br />N ° 'e <br />Cn TIII TII�I ' <br />. . ,° a �' <br />6x6 W1,4xW1.4 _ <br />WWF OR FIBERMESH�TTT�I—jam ° <br />11=LI I L-1 I III <° <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 PLAN & NOTES) <br />U) <br />LL <br />v <br />4"x4" INSPECTION PORT AT <br />0. <br />EACH FILL CELL TYPICAL <br />w <br />a. <br />a <br />AT GARAGE CONTRACTOR <br />M <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />ZINISH GRADE o0 <br />7171 <br />� Iml Iml STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-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) 1 Od 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 />• X, 11 W11 <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) 1Od 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 />SHLAR 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 />IF BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR 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/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />E <br />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 />FLOOR TRUSS <br />°P SEE FRAMING WEEP SCREED <br />c z T 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 />Jul <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 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) 1Odx1 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"=V-0" <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 />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"=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.:5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS 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 />•A p� e,e• a .a <br />a. .. P _ _ <br />•fir e. d a. <br />III •° .'• v • .e.r <br />-8 1=1 I ) I I� (I 1 81 BSI I I� — -CHAT RW/ 3" MIN. <br />,I Il TIl CHAIR WI 3"MIN. <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 />w <br />L=' <br />rn <br />0 <br />O <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />0 SECTION X-X IF <br />L_U1 NOT FULL <br />J¢ HEIGHT SHEET- <br />9 <br />G <br />FLOOR <br />SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15132" OSB <br />EXPOSURE <br />F <br />SHEATHING w <br />s <br />2x <br />C <br />BLOCKING @ ALL <br />C <br />IASOLID <br />SHEATHING y <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />aw <br />C <br />x <br />�— <br />x <br />E <br />w <br />/ <br />2x STUDS <br />BEYOND. y <br />SEE PLAN 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 IA/AI I rl rIIA"^kl I11A^r%AAA <br />Zj"""S" = NAIL 3l8" <br />PACING <br />3/4"/; S 1/2" <br />vz„ <br />it <br />S 1n" <br />SINGLE NAIL EDGE SPACING DOUBLE NAILEDGE SPACING <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 />VFRTK'21 RI fIf.KINf: <br />SECTION X-X <br />SFF �Oy, <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 MINIMUM }¢" <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 />Z <br />O 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 />_ <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />a) <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />0 <br />w/ 8d COMMON NAIL <br />J <br />w Ell <br />O M <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />o $ <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />inF F <br />©(2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />CVw O O <br />0 <br />MEMBER IF GABLE END <br />U. U. <br />NOTE: <br />rc WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />F.rTF \ <br />AFNiIR/OR <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />Sd 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 />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"10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <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 />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED- - <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR � <br />FRAME WALL HEADER DETAIL / M <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 />C �' �' a <br />d. e. <br />04 .e .. '. <br />M -1 I —III —I I I_ I °. <br />IIIIIIIII� IIIIIII �• ° '° <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 />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <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 />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 />FINISH GRADE <br />(3) # 5 REBAR ON 3" CHAIR �I 4" 1 V-8" <br />W/3" MIN. CLEARANCE <br />" ALTERNATE FOOTING ry <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" �+G <br />ADDITIONAL INFORMATION. �7U <br />MAR 0 9 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 />CV <br />- <br />. b '= <br />o <br />M <br />_� <br />0 <br />1.0 <br />00 <br />e 1 Y:�; <br />€'s:: <br />tii <br />W <br />z <br />Q <br />> <br />SIN` 0 91 0 <br />q U <br />W L Q CV) <br />� r) 0 4;V) <br />M <br />0 V a 7C)� M <br />-E P Q <br />0 B tQ5 <br />T� <br />v/ O LL $ Q <br />.Ns way <br />^, Q- N C <br />0 <br />W L O E� <br />I <br />E <br />0L Cn pHZLU W=23WF-Ir z <br />YUa=—_jU)0�xnU_00 <br />(� W <br />Q U <br /><O -Qj W oz20 F- <br />i- <br />(n Z <br />�wZwOZOwO0mZ� U <br />JOaa.�ZYozzLLpw0 a <br />¢�WO���_�wo�v�¢ <br />OQ o 0 oQ �a <br />HILL <br />O <br />O <br />OW <br />I --I <br />,>U.)ko0 <br />0 `M O <br />Q � M Ln <br />LL N <br />� <br />z <br />LLJ ce In <br />Q Q 00 <br />z ~ <br />Z <br />W <br />Jo <br />lO <br />d' <br />N <br />N <br />0 <br />N <br />1 <br />0 <br />N <br />0 <br />O <br />I <br />00 <br />M <br />W <br />­ <br />00 <br />— <br />CO <br />— <br />C) <br />N <br />CD <br />C)w <br />04 <br />O <br />N <br />C) <br />N <br />CD <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />00 <br />O <br />N <br />M <br />O <br />O <br />O <br />CD <br />r <br />e- <br />O <br />CD <br />N <br />N <br />O <br />N <br />o <br />co1J7 <br />0 <br />0 <br />0 <br />CO <br />0 <br />ti <br />Lo47 <br />Cr <br />M � <br />vV <br />Z Z <br />o <br />W <br />(A <br />W <br />❑ a. <br />- <br />Oa=LU <br />�� <br />g <br />~co0Z <br />LD <br />Z W <br />Q <br />2 <br />� <br />2ZW <br />r-I <br />Z z <br />00 <br />0 <br />> <br />< 00 <br />U)z <br />Z ?--I�QZO <br />• <br />� <br />Z <br />U <br />g <br />a <br />0V <br />0 <br />m <br />Z <br />S6 <br />a <br />Z <br />z <br />J <br />W M <br />rV <br />O <br />LAST PLOT DATE <br />Nov. 30, 22 <br />z Q <br />STRUCfTURAL <br />_J <br />DETAIL'S -MONO <br />