Laserfiche WebLink
(2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR <br />TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR <br />LESS. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @EACH TRUSS <br />O.C. MAX. <br />SHINGLE ROOF <br />SHINGLE ROOF <br />INSULATIO <br />BAFFLE <br />15/32" CDX PLYWOOD OR 7116" <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 />DOUBLE 2x S.P.F. TOP PLATE <br />O.C., 2 ROWS <br />1x2 NAILER <br />J 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 />W <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 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 />J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />� W LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />W = 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 />rB R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E <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 />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 />STD. 90 HOOK (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 />SOLID W/GROUT <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 Q <br />Cl) <br />IE�Eil I I _—III—I —I I <br />-1 �— <br />6x6 W1.4xW1.4 III=I I —I I —I I III a a a <br />WWF OR FIBERMESH <br />a. <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />C` ) <br />0 4"x4" INSPECTION PORT AT <br />LL <br />rr a EACH FILL CELL TYPICAL <br />W U <br />a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />ISH GRADE 00 <br />(3) # 5 REBAR ON 3" CHAIR -I I ' ' .I I . I I I 111— `STD. 90'HOOK <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2-STORY WALL SECTION <br />. ri <br />SCALE:3/4"=1'-0" S6 <br />OP <br />o <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />ST'' <br />2nd FL00 <br />BEAM/GIR <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />SIMPSON LSTA24 STRAP w/ (8) 1Od 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 />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st FLOOR WALL <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 FRAME CONNECTION <br />---------- <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 />kTE W/ . <br />' O.C. <br />IOR 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 />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 <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS <br />SEE FRAMING <br />PLAN <br />2"x4" CROSS BRACE @ 48" <br />0/C FOR THE 1ST 2'-0" OF <br />END WALL W/ (2)1Odx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />FLOOR TRUSS SEE FRAMING PLAN <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />SIMPSON HETA20 w/ (8) 1Odx1 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />IN KO BLOCK <br />SEE DETAIL 202 FOR91 <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTIONrR <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 TRUST <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />TRU <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 />SCALE: 3/4"= V-0" <br />RIBBONS <br />DETAIL (FLOOR TRUSS) O <br />SCALE: 1 1/2"=1'-O" 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. < 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 w/ (10) 1Od <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 />e. <br />°V_.. a <br />III —III= <br />I IIIIIIIIIII1I= <br />IIIIiIIIIIiIIIIIiIIIIIiIIIIIIIIII (3)#5CONT.ON3" <br />8" V-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION K'�s <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=T-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />B <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />In SECTION X-X IF <br />w NOT FULL <br />HEIGHT SHEET <br />C <br />0 <br />z <br />G FLOOR <br />SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE I-_ <br />F <br />SHEATHING W <br />x <br />SOLID 2x co <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />W <br />a0 <br />C <br />W <br />21 <br />xx <br />E <br />F- <br />2x STUDS W <br />BEYOND. _ <br />7 <br />SEE PLAN 0 <br />O <br />U) <br />\-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />SEE PLAN <br />BLOCKING WALL SHEATHING <br />BETWEEN FLOOR <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S" = NA <br />SPACIN <br />4 <br />S 314" <br />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/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 />V RTICAFV RTICAF L�LOCKING <br />SECTION X-X <br />SFF NpN/2 <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 />0 <br />LLJ <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THANy". <br />F <br />u) <br />? <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 />W = <br />© NAIL OPENING PERIMETER w/ (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 />ai <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J <br />2 <br />w/ 8d COMMON NAIL <br />wJ <br />LL O ,- ^ <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />o <br />0 <br />J >- a I-- U) <br />CrP000) <br />wl8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />r 00 LL <br />00 <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />� 1 <br />? N W <br />MEMBER IF GABLE END <br />LL W " <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 />• 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 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />(2) ROWS OF 2x BLOCKING 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 />_ d p '�J <br />E ° <br />o d <br />it <br />"' III —III —I I I_I I ° 04 <br />°. <br />11111111111111111 4 <br />a <br />'Il,; 111 <br />=1 <br />9I2 <br />-i <br />(3) # 5 REBAR ON 3" CHAIR 4 1'- 8 <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING V <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. S6 <br />M <br />S6 <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 />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 />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" 0/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 />318" 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 />00 L <br />FINISH GRADE CT <br />00 <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 />"m <br />N <br />N <br />O <br />m <br />N <br />N <br />1 4 <br />11 j 00 <br />LO <br />CD <br />00 <br />t <br />LO <br />U• <br />-:' , <br />W <br />W <br />0 <br />z <br />a <br />K E <br />so <br />0 i .> `' ° <br />(vj N <br />U <br />ch <br />C L L 0O <br />2 O' U p <br />TZ1 •� 0 o N Q <br />V—�s ��e <br />4t <br />•V) W Qd v <br />Q i o E <br />I� <br />W <br />UI W <br />❑ LU co W O I— <br />IW—Q _j o ~ z � <br />of02_ja0<cc< <br />(� <br />Q Q <br />I— <br />C)OL_r0 <br />QOxJco.3Ocn 00 �1= <br />� O ZLLLL Z�_tp~aa <br />Ocn0�OZOit00mZz (� <br />(� <br />JO��zYOZz�pW�a <br />(n O Z <br />LL <br />Qua°Way—wz��c�°o. <br />0W �Wp a <br />o oQQ�a <br />0w <br />W a O F. U- <br />C:) <br />O <br />z 04 <br />O1-- <br />C/) O <br />I��CMO <br />Q U� <br />W ti <br />Lq <br />11-- M <br />r <br />�UQ� <br />z <br />w0 <br />W <br />J O <br />C� <br />tt <br />co <br />I <br />I <br />I <br />O <br />O <br />0 <br />o <br />0 <br />o <br />0 <br />0 <br />� <br />N <br />N <br />N <br />N <br />N <br />N <br />O <br />0000 <br />o <br />CD <br />0 <br />o <br />I <br />I <br />I <br />Z <br />0 <br />N Lo <br />W <br />o <br />0 <br />0 <br />o <br />I <br />I <br />U) <br />N <br />M <br />4 <br />CT <br />CO VJ <br />Z <br />ZZ <br />W <br />-1--r <br />C)Z <br />W <br />0 <br />U <br />W O O <br />UUa) <br />DZ5; <br />LO-0 <br />O <br />0I._0 <br />Q <br />z <br />a�a <br />`[^^ <br />0 <br />m=W <br />N <br />,-�� <br />N <br />0�0 <br />oU) <br />w <br /><H� <br />2 <br />O <br />Zoo <br />-- <br />�N <br />Z <br />rJ <br />a Z <br />NZ <br />U <br />1 <br />O O <br />fl <br />m <br />z <br />Z <br />z <br />W M <br />J <br />W <br />O <br />LAST PLOT DATE <br />CN <br />z O <br />STRUCTURAL <br />DETAILS - MONO <br />