Laserfiche WebLink
(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_ 77 <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX, SHINGLE ROOF <br />SHINGLE R00= <br />INSULATION-15/32" <br />CDX PLYWOOD OR 7/16" <br />BAFFLE <br />BAF <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 />w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />� NAILED PER NAILING SCHEDULE SEE DETAIL C/56 <br />SHEATHING JOINT <br />m FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />w <br />o i <br />W/ (4) 16d TOENAILS TO TOP PLATE <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 � w LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />'L = INSULATION PER <br />112" 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 B R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION <br />AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />�QER PLAN <br />p 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 />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />Cl) <br />Q <br />LL <br />Er <br />1x WD FURRING @ 24" O.C. <br />a <br />BASEBOARD <br />M <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c_ <br />. <br />a <br />FIN <br />M _ <br />TTT <br />I <br />_ <br />- <br />6X6 W1.4xW1.4 — e <br />WWF OR FIBERMESH I III _ ° : - �" <br />r <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 />4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />AT GARAGE CONTRACTOR <br />�TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />GRADE o0 <br />—I _ _ <br />(3) # 5 REBAR ON 3"CHAIR 1 ... STD. 90 HOOK <br />T' (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <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 />STUD--"- <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) 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 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 />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />kTE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2) 1Od @ 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 />FLOOR TRUSS <br />_O0 <br />SEE FRAMING WEEP SCREED <br />o z <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'-O" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ 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" OX <br />PRE-ENGINEE <br />FLOOR TRUSIC <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <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 r <br />SCREWS TO MANSONRY <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <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 />SCALE: 3/4"= V-0" <br />B.U.C. <br />(8)10d NAILS TO <br />STUD PER STRAP <br />SYSTEM <br />y SIMPSON MSTAM36 <br />MASONRY WALL <br />LL <br />SCALE: N.T.S. S6 <br />RIBBONS <br />DETAIL FLOOR TRUSS O <br />SCALE: 1 1/2"=1'4' "6,) <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION CIS3 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. 5 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) 1Od <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 />A <br />x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />6I <br />a <br />° <br />d. °°. d°. . 4 ' <br />��IjT'''j- <br />'11�I 71 Ir <br />II <br />< <br />KA•d' ° • e • ,d <br />' ' ' LLt—I <br />111, rl I I—I� JmLI ICI I Imp ICI (3) #5 CONT. ON Ir ' 3" <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <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 />w <br />_ <br />y <br />B <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />LU NOT FULL <br />HEIGHT SHEET- <br />coC <br />Z <br />'G1 <br />FLOOR <br />SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND <br />15/32" OSB <br />EXPOSURE F <br />F <br />SHEATHING w <br />= <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 00 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />ILLU <br />C <br />x <br />IL w <br />x <br />E <br />LU <br />LU <br />2x STUDSLU <br />BEYOND. N <br />SEE PLAN <br />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 %A1A1 I ri r IArinki ni,.nnARA <br />3/8" <br />SPAT <br />S 3/4' <br />SINGLE 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 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 />VERTIM ROCIUNG <br />SECTION X-X <br />SFF V <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 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 <br />a <br />Z <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />0 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />U. = <br />© NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 w <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 />J 0 <br />w/ 8d COMMON NAIL <br />wUj <br />U 0 ¢ <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J y Q 0 in <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q x P 0 0 A <br />F <br />O- w 2 <br />Z <br />© (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />LL <br />K N w O <br />MEMBER IF GABLE END <br />00 <br />u' U LL <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />SG & 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 />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 />o�TtciQj FLOOR TRUSS / <br />FM,I,_O, � REAM <br />SEE PLAN FOR REQUIRED ---- <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR <br />FRAME WALL HEADER DETAIL <br />" 8d 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 />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' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />(2) ROWS OF 2x BLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />AT THIRD POINTS <br />2X STUDS @ 16" O/C <br />5/8"DiA. x 10" "J' BOLT WI 8" 7/8" STUCCO FINISH PER ASTM C. 926 <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. - APPLY 3 LAYERS W/ TOTAL THICKNESS <br />x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS <br />SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10) 10d NAILS <br />2500 PSI CONCRETE MIN. AT EA. STUD <br />SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE <br />WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. <br />d d <br />Ne ° 00 <br />Cl' -III=III=III=I I d ° FINISH GRADE - <br />�—III—� I I d e ° a a I I _I I o Z <br />—III I —III 4 _, <br />-1III�IIIIIIII e III; <br />' I III=1 I I=I I I <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING V MAR Z 5 20Z3 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL INFORMATION. 6 <br />Virtual Review Assist. Inc. <br />Plans Review completed and appro e <br />for compliance with the 2020 FBC 7th E i ' I <br />by Debra Anne Klahr PX2300 <br />11 <br />i <br />t <br />N <br />N <br />O <br />N <br />a <br />• Sy°t <br />0 <br />O <br />U) <br />4 <br />a.'ydfIx <br />Ln <br />�?F, y <br />Q <br />- ' <br />LLl <br />_ <br />4, <br />0 <br />W <br />Z <br />Q <br />Cn a) LO - E <br />V > � <br />U <br />0 M C ti <br />Cq <br />N V .. « M <br />= C C0 <br />} B <br />_0 O <br />iz� •� 0 LL g N Q <br />LU6� < <br />C) N <br />n, <br />W L 0 � � <br />7V a ^ 11 - <br />LUWF-Q <br />J <br />oLLUp <br />xmJWQzH- <br />Y w <br />=) <br />U <br />coo�McnL0000 <br />L <br />ogZ,o"'OOmZz <br />Zo <br />Q�z <br />HQQ ~U <br />(A Z<RW0 <br />00ZzW <br />- W65 <br />a.Ja]ZYC3 <br />0 a. <br />¢0 <br />62Q <br />�¢Z�0W <br />Q 0 <br />u- I— <br />U_ <br />O <br />O <br />N <br />QW <br />V <br />r11% <br />O <br />`M O <br />Q (~ M Ln <br />W <br />W Q Ln <br />CSC 0- ,--I <br />t <br />Q <br />Q O <br />Z <br />H <br />Z <br />W <br />JCD <br />l0 <br />J <br />N <br />N <br />O <br />CV <br />r- <br />O <br />N <br />0 <br />O <br />00 <br />M <br />c <br />� <br />— <br />— <br />04 <br />N <br />oor <br />N <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />N <br />O <br />N <br />O <br />CN <br />O <br />N <br />O <br />N <br />CA <br />O <br />— <br />O <br />— <br />C)0 <br />O <br />N <br />e- <br />C; <br />O <br />00 <br />4 <br />O <br />1 <br />O <br />O <br />O <br />O <br />O <br />r- <br />O <br />r <br />CV <br />0 <br />O <br />0 <br />E2 <br />N <br />�' <br />> <br />r- <br />r- <br />C) <br />N <br />C)O <br />, Ch <br />It <br />O <br />LC) <br />O <br />CO <br />O <br />11- <br />v <br />M (f� <br />Z Z <br />o <br />vV <br />LU <br />owCn <br />UJ <br />C)c,o�o <br />O <br />Q <br />H03a <br />Oa=Q <br />z <br />=Cn=Z <br />Z 3 W <br />Q <br />ZW <br />Z Z <br />CO <br />LU <br />OVa�W <br />>_0 <br />0�0 <br />�Z <br />Z T__4 <br />Q 0 <br />• <br />�Ic <br />Z <br />U <br />V <br />g <br />a <br />O <br />m <br />Q <br />Z <br />Z <br />z <br />J <br />W <br />M <br />o <br />V1_ <br />LAST PLOT DATE <br />Dec. 15, 22 <br />z Q <br />STRUCTURAL <br />J <br />DETAILS —MONO <br />