Laserfiche WebLink
(2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />12 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 />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" 0/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 <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 />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2) 1Od @ 6" O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />J F <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 />ILL Uj _ <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 />�Y <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 CONCEALE <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <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' O/C WALLS <br />112" 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 />c <br />E <br />M I l-- <br />— — — — <br />I I I I I —I I I —I I <br />6x6 w1.4xw1.4 <br />I I —I I �—III—III <br />II I—III=1 I I —III —I I <br />III <br />I I° <br />a ° e. <br />a <br />s °- <br />WWF OR FIBERMESH�=III—I <br />° ° <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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />L <br />W 4"x4" INSPECTION PORT AT <br />tr <br />0- EACH FILL CELL TYPICAL <br />W <br />W <br />a AT GARAGE CONTRACTOR <br />M <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />INISH GRADE 0 <br />-I I I I=1 11— \—STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR — (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-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 />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 />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) 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 />SCALE: N.T.S. <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />lTE 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 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 />O° <br />- <br />SEE FRAMING WEEP SCREED <br />o z_ <br />r � <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'-O" 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 TRUSS <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 />TRU <br />W <br />W <br />2 <br />0 <br />O <br />B <br />15/32" OSB <br />EXPOSURE <br />SHEATHING <br />F <br />x4 <br />PROVIDE <br />x <br />BLOCKING AS <br />JR <br />REQUIRED PELU <br />D <br />p SECTION X-X <br />NOT FULL <br />J¢ HEIGHT SHEET <br />C <br />z <br />z <br />G <br />FLOOR <br />SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND 1 <br />15132" OSB <br />EXPOSUREI F <br />F <br />SHEATHING w <br />2 <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING O <br />V11 <br />EDGES(SEE <br />OPENING <br />ISECTION X- <br />IL U <br />C <br />x <br />y W <br />x <br />E <br />Uj <br />2x STUDS <br />BEYOND. � <br />SEE PLAN o <br />O <br />\-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING SEE PLAN <br />SYSTEM IAIAI 1 rl rl/A-r1^L1 MIA^MARA <br />3/9' "S" = NAIL <br />SPACING <br />S 3/4'. S 1/2" <br />112" <br />g 112" <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 w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />VERTICAL BLOCKING <br />SECTION X-X <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 />ow <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />U) <br />PENETRATE SURFACE MORE THAW/8". <br />Z <br />? <br />oA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />Q 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 />p w <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />CD <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />J <br />w LL O <br />n PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />> Q O 6 <br />C� F-pp(n <br />lF w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />zO0 F ' ' <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />N w O O <br />MEMBER IF GABLE END <br />tr <br />" <br />NOTE: <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 />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(212x 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 pp'rTFq� FLOOR TRUSS / <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 />=X <br />d° e <br />'F.W�9III °. <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 />° <br />to <br />4a° _I IIIIIIIIII111. <br />I —III 11I— <br />(3) #5 CONT. ON 3" <br />1 8' l 1'-8" l 81, I MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />FNiN� q BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR <br />FRAME WALL HEADER DETAIL <br />(2) ROWS OF 2z BLOCKiNG <br />AT THIRD POINTS <br />\ I <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 />.0 a <br />E 4 ° <br />M -III—III—III—I I e <br />III —III —III I I e . <br />IIIIIIIIIIIIIIIII ° <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 _g <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 118". <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 />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />1 (3) <br />1 (3) <br />1 (2) <br />1 (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) 1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />00 <br />FINISH GRADE <br />00 <br />O Z <br />�u <br />OCT 2 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approve <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />LO <br />LO <br />Ln <br />00 <br />00 <br />.: <br />kn <br />Q <br />0s <br />i EftLLI <br />G f <br />O <br />0 <br />:max <br />W <br />Z <br />/V) <br />'0 <br />VJ <br />L = ? U <br />iIT-W <br />_� <br />V) <br />f},, N <br />V -0 -001) ! M <br />E � L o <br />O B o <br />°L�a0a� <br />6 <br />� }4tNiW QN <br />C))V <br />MD o <br />ao N <br />LU <br />W <br />ow U) WpF- <br />W FW-Q IY2_j �QYz°� z <br />Q Q <br />aZ)-JWO�0�LLU0LL�O <br />D�0Q <br />ZLL IL�z��QHa< <br />O <br />OFn- OW <br />�- <br />�QO <br />0 W Of W z O W m z Z� 2 <br />JOa>zY0Zz�O1Q0�=1 <br />OL Z <br />Q0W°�<I_ �Y6�Q°a <br />0X o oaZ <br />LLa 0 �aLL <br />f <br />O <br />O <br />N <br />Z LLJ <br />F-d <br />14 O <br />O <br />Q V) Ln <br />J <br />V � <br />awaLn <br />>_ < H 00 <br />U <br />z <br />W <br />W <br />-� <br />o <br />110 <br />d' <br />N <br />N <br />O <br />CV <br />r <br />O <br />1 <br />04 <br />O <br />O <br />CO <br />r <br />T- r <br />00 <br />r <br />C) <br />N <br />C) <br />C)r <br />O <br />C) <br />C) <br />N <br />CD <br />N <br />C) <br />N <br />C) <br />N <br />O <br />N <br />N <br />CDN <br />C14 <br />N <br />d� <br />O <br />O <br />r <br />O <br />r <br />Op <br />N <br />C) <br />A <br />N <br />O <br />r <br />O <br />0 <br />O <br />O <br />CD <br />O <br />r <br />O <br />r <br />N <br />O <br />O <br />U) <br />NLo- <br />i <br />r <br />OOO000 <br />N <br />M I <br />Nt <br />LID <br />O <br />ti <br />M� <br />0 <br />Z Z <br />W W � <br />C)o(2o <br />~XWa <br />Z��� <br />Q <br />~mOZ <br />=�=Z <br />LD3: <br />O <br />_1Z <br />Z WT <br />CLZZ <br />CV <br />W � <br />OQ2z <br />Q 00 <br />U) >_ <br />z T� <br />�QO <br />U <br />Z <br />U <br />00 <br />m <br />� <br />z <br />a <br />z <br />W <br />J <br />W <br />Q <br />O <br />LAST PLOT DATE <br />> <br />Jul. 15, 22 <br />I <br />4—; <br />— - <br />Z <br />Q <br />STRUCTURAL <br />.J <br />DETAILS —MONO <br />I i _. — - I - - — - - - — _. _.. --- - ----. __. - - � -.. --- - -- F i •. ,I'1 Ili ll,� Il ��o7P-1ii l l hlfYt�- 7 t l _'- l`I. I I � — � I I I � -- _T� --- -I � I - ---------- <br />