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12 <br />I <br />INSULATION — <br />BAFFLE <br />INSULATION PEf�-- <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) 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 />PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE FOOF <br />-SHINGLE ROOF <br />15132" 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 />—1x2 NAILER <br />w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />W <br />o LU <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />° <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 />w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/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 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 <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />6.6 <br />. <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 />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 />Cl) <br />9 <br />4"x4" INSPECTION PORT AT <br />0- <br />EACH FILL CELL TYPICAL <br />w <br />0_ <br />° <br />AT GARAGE CONTRACTOR <br />co <br />TO OUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />FINISH GRADE 00 <br />co i— — — — <br />—I I I —I I —I I —I I _ <br />' I I=1 I I —III —III III _ 50 <br />6x6 w1.4xw1.4 I I —III —I 11=I I I —I I I I" <br />�—III=1 1=III III I I —III —I I- o z <br />WWF OR FIBERMESH I � <br />-III=III—III III a. III-111— <br />�' I I I„III \—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"=1'-0" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />STUDr,.. <br />2nd FLOOR W, <br />BEAM/GIRDER <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) 1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL----- <br />BAND JOIST fK l r <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) 1 Od 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 />"T" CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS rN <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 />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 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"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />TRU <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <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 />4Cl l)d. 0 E <br />- <br />II\r-A•° : °'' I —I 1 I-1 I I- <br />I I=III 1II- <br />-III, I I I —III —III —III —I 11—III C #5 CONT. ON 3" <br />� I I—ITI—IT—ITI—I i i CHAIR W/ 3" MIN. <br />81-8 8111 <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTIONrs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />W <br />2 <br />O <br />p <br />O <br />15/32" OSB <br />Al <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />p SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />C <br />U) <br />z <br />G <br />FLOOR <br />SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />SHEATHING LU <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING O <br />EDGES(SEE <br />OPENING <br />SECTION X-X <br />au <br />C <br />x <br />w <br />—x <br />E <br />F <br />2x STUDSLIJ <br />BEYOND. U) <br />SEE PLAN 0 <br />O <br />U) <br />"_1-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL n HORIZONTAL PLATE BEYOND <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING SEE PLAN <br />SYSTEM IAIAi i ri r%1A-r1r\K1 niA^nAeA <br />3/8" S - NP <br />SPACIN <br />S 3/4" <br />1/2" <br />SINGLE NAIL EDGE SPACING <br />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 />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />��7[oLF.8:1 <br />ltTiw <br />F�D�41D/ov <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 />Uj <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />- <br />PENETRATE SURFACE MORE THAN)/8". <br />cn <br />z <br />(3) 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 />LL = <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 />is <br />u= <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J p <br />w/ 8d COMMON NAIL <br />J <br />Uj LL F O <br />@PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />F <br />Dj } ¢ O � <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />¢ �r00cn <br />u~i F °D LL <br />G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w LL <br />p O F <br />MEMBER IF GABLE END <br />"U) " <br />NOTE: <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 />WALL SHEATHING INSTALL. <br />C . <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 @ 12" O/C FOR <br />_0 <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <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) 1 Od x 1 112" EACH SIDE <br />2x STUDS TYP. <br />Iz­ <br />P.T. BOT. PLATE <br />°AXrFh'i FLOOR TRUSS / <br />�NiN� R BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR rM <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 />4. <br />E d . <br />a � <br />M <br />III —III — <br />III II d . <br />-III III III a a <br />1II�—IIIIIIIII Q <br />d <br />II I I -III—�I <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-8" <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 />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 />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />JUL 2 1 2023 <br />PLYWOOD SHEATHING NAILED PER NAILING Virtual Review Assist, k%C. <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Plans Review Completed and approv <br />2x STUDS @ 16" o/C <br />for compliance with the 2020 FBC ith'Editiorl <br />by Debra Anne Klahr PX2300 <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKi�ESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10) 1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />50 <br />a <br />;III„I' <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1' 0" <br />ADDITIONAL INFORMATION. <br />Cn <br />N <br />O <br />N <br />00 <br />LO <br />00 <br />'4a , <br />a <br />a, 4 <br />W <br />z <br />Q <br />0 0 <br />_W <br />� <br />L 0 <br />(y) N. <br />N�cn <br />_ <br />N <br />U cq U ) <br />W E ` O <br />� O i, B <br />_o <br />° gl a Q <br />U m Q <br />LU <br />nN` <br />W <br />L Oco E1 <br />LU <br />0LLj Uj' W°H <br />WI_._ o=�_ WaYOz0 Z <br />Q����°��vaiLL 00 0 <br />rW, <br />Q U <br />=°x Z�LL-Z�0°Ha~ <br />�OomZZ <br />v <br />/Q 1— H <br />O O <br />aco0-1 <br />(D >ZY°ZZ�� <br />W O J <br />ti,! <br />U) 0 Z <br />_j <br />¢�W°���—gwo2v°¢ <br />0x o = oQZq�a <br />U_ Q 0 a <br />LL <br />I- <br />F <br />N <br />O <br />O <br />N <br />OW <br />t--I I --I <br />ko O <br />0 `M C:)Q V M Ln <br />(U1 <br />LL_ N <br />z <br />< LU <br />� � a • Q'-a00 <br />~ <br />Z <br />W <br />LUo <br />{� <br />l0 <br />i. <br />N <br />N <br />M <br />04 <br />M <br />I; N <br />O <br />N <br />O <br />N <br />O <br />N <br />r- <br />O <br />Aid' <br />r- <br />r- <br />N <br />C) <br />N <br />OHO <br />N <br />O <br />O� <br />00 <br />0') <br />CO <br />r- <br />CO <br />r- <br />` 00 <br />' r- <br />O <br />N <br />O <br />N <br />O <br />N <br />�- <br />N <br />O <br />N <br />CD <br />04 <br />0 <br />i' N <br />0 <br />N <br />0 <br />N <br />O <br />N <br />O <br />N <br />C77 <br />N <br />CA <br />O <br />O <br />r- <br />O <br />0p <br />CD <br />N <br />eM <br />LLO <br />d <br />0 <br />CD <br />O <br />0 <br />G <br />CD <br />O <br />r- <br />O <br />r- <br />N <br />O <br />® <br />0 <br />NLo <br />i <br />r- <br />N <br />M <br />Ln <br />6 <br />ti <br />U") <br />M� <br />z z <br />O <br />w <br />LU <br />own <br />U F—> <br />- <br />0 o <br />M <br />Q <br />�ooe❑ <br />Q <br />- <br />0 <br />W LU <br />LO -0Z <br />z <br />F- <br />W F- <br />LU0 <br />z tz <br />J <br />z � <br />r—I <br />0- <br />z z U- <br />LO <br />W <br />�a}w <br />0 <br />z <br />LnzU) <br />�Q0 <br />Q <br />U <br />a <br />®UJ <br />0 <br />�— m <br />a <br />z <br />z <br />z <br />LU <br />W <br />M <br />N <br />T_ <br />LAST PLOT DATE <br />May, 8, 23 <br />z 0 <br />STRUCTURAL <br />® ._I <br />DETAIL'S —MONO <br />