Laserfiche WebLink
i <br />12 <br />I <br />INSULATION — <br />BAFFLE <br />INSULATION PER - <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 <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX, SHINGLE ROOF <br />-SHINGLE ROOF <br />15/32" 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 />J LU PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />=) <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 W <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <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 />Vj <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 CONCEAL--S6 <br />S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM ' <br />ETAL SEAT <br />ER PLAN ' p11.1 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />a:° <br />. <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. 901IOOK (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 />9T <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 />C-)4"x4" INSPECTION PORT AT <br />LL <br />= <br />a EACH FILL CELL TYPICAL <br />LIJ <br />co <br />1x WD FURRING @ 24" O.C. <br />a <br />0-AT GARAGE CONTRACTOR <br />BASEBOARD <br />M <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 />4"to 6" BELOW GRADE <br />c <br />N a <br />; ' '4. da <br />FINISH GRADE 00 <br />M I —III <br />_ <br />—_—_ __ <br />_—III—III—II <br />1—ICI—ICI—ICI III <br />a <br />°' <br />°' <br />6x6 w1.4xw1.4 I—III—III=III—I I I I <br />'• . b <br />I I 1=III—III—I I-r _ <br />r <br />WWF OR FIBERMESH" I� II I II I II I III I II I II I I I II <br />_IIIIIIIIIIIIIIII IIIII <br />I I II I III II II II 11- o <br />IIIIIIIII <br /><' <br />II III III, III —III- STD.90`HOOK <br />(3) # 5 REBAR ON 3" CHAIRill (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />ST.. <br />2nd FLOO <br />BEAWGIR <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" <br />NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd r-LOOR WALL------ <br />BAND JOIST <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) 1Od 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 />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE 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/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T" CORNER <br />TYPICAL "T"AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. 16 <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 />11 <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" 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)1 Odx1 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 />TR <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING .AS <br />REQUIRED PER <br />w o SECTION X-X IF <br />NOT FULL <br />U r HEIGHT SHEET- <br />) Z <br />0 _ <br />G FLOOR SYST M <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 r\/ATIPIAI nlAnnAAA <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING w <br />x <br />SOLID 2x <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />LL0 <br />C <br />A' <br />x <br />R w <br />x <br />E <br />LU <br />2x STUDS w <br />BEYOND. <br />SEE PLAN <br />O <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4" 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 />VERTICAL BLOCKING <br />SECTION X-X <br />SFFA��� <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 />0 <br />LU <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN%". <br />u) <br />Z <br />? <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 />LL = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />o) <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />LLILL � O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />} ¢ O n <br />w/ Sd COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. <br />¢ �P000 <br />c~i) F m LL D <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />z N w O O h <br />MEMBER IF GABLE END <br />K <br />c L` <br />NOTE: <br />C WALL SHEATHING INSTALL. <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 />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 />e 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) 1Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />RIBBONS ppxTFn� FLOOR TRUSS / <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'4' S6 <br />NOTE: SEE TYPICAL WALL SEE SHEATHING <br />SECTION C/S3 FOR SPECS EA FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT.:5 8'-611. (2) <br />ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) <br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />a o q <br />4 n ° <br />_CD <br />°_I III <br />—III I— —II <br />�° : ' ° °'—III—I 11= <br />-III IIII III- <br />-I—I—li 1-1 I I —III —I I 1== —j-(3) #5 COAT. ON 3" <br />8 I 1; 8—I I —III 8 Il <br />CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />FNi,I,� R B EA <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 />C d. ': •4 A .. A A <br />E 4 d <br />° . ° d <br />111�1_ <br />�114 d 4 e <br />I <br />(3) # 5 REBAR ON Y CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />YY <br />m <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X2 1/2" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <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 />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />1 (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 />718" 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 />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />00 <br />FINISH GRADE <br />00 <br />;f <br />MAY 3 0 2023 <br />virtual Review Assist, inc. <br />Plans Review completed and approved <br />for compliance with the 2020 WPM Edition <br />by Debra Anne Klahr PX2300 <br />/ <br />C0 <br />N <br />O <br />N <br />It <br />N <br />` <br />LO <br />00 <br />t <br />11 <br />r, <br />a <br />j <br />` I " <br />l � <br />W <br />� a <br />o <br />-`` <br />Via" <br />L.L <br />z <br />a <br />^l N E <br />L <br />W L 0 q <br />�' c7� 4i <br />C 7 ro <br />N co <br />t ' M <br />V) V -0 - 2 M <br />0 :E <br />} 0 O;o O Q <br />—t }# <br />• (n LU <br />a)� oE`c <br />° o 4 <br />'r <br />LILT W <br />0 W <br />oUi C WOE <br />HLU -Q D' - C�9~z0f <br />0�0� <br />�+- <br />Q Q V <br />F- <br />J<O��<LLUO0 JO <br />�0x0 z�LL0—z2C),-¢Q <br />z <br />cU) z0W00EDz U <br />0 0 <br />Z <br />05 LU <br />_j 0 a> Z Y 0 Z z LL 0 W 0� d <br />JQLL �wOga�-�w232L) <br />fA <br />00 o � 0Qz <br />LLa O H-¢LL <br />O <br />z <br />W <br />® I— <br />(n O <br />>C.0 <br />CD <br />��jMl` <br />z <br />Q Ln <br />U) U_ <br />U) ti <br />Y,_7 Z <br />I.n <br />M <br />00 <br />Z0� <br />Wz0 <br />W <br />O <br />J O <br />O <br />I <br />i <br />? <br />Is <br />I <br />I <br />1 <br />I <br />lji, <br />I <br />1 <br />N <br />OOOr <br />■ /� <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />�_[l ) <br />0 <br />N <br />N <br />O <br />C) <br />_O <br />O <br />O., <br />r, <br />r <br />C) <br />C) <br />' <br />z <br />O <br />N Lo <br />U <br />j <br />o <br />O <br />O <br />O <br />I <br />I <br />I <br />Z f- <br />aZ <br />Lu <br />-1--+ <br />C)Z <br />W <br />0 <br />O <br />0 0 <br />LU <br />U <br />_ <br />�Z5; <br />U <br />O <br />o�< <br />z <br />Ca <br />LU <br />m LU <br />(V <br />(V <br />z�0 <br />o� <br />LU <br />■ ■ <br />O <br />z�0 <br />C)Q <br />U <br />1Z� <br />z <br />(� Z <br />U <br />0 0 <br />°- <br />m <br />Z <br />a <br />z <br />w <br />W ,^ <br />N <br />LAST PLOT DATE <br />Z 0 J <br />STRUCTURAL <br />DETAILS - MONO <br />I <br />