Laserfiche WebLink
12 <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 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 />~ PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />=) (n NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />W/ (4)16d TOENAILS TO TOP PLATE <br />W <br />o = <br />O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />APPLY TOTAL THICKNESS 7/8" OVER <br />META2 LAYERS 3/8" THICK EACH. 3RD <br />W LAYE <br />L` = <br />LIJ INSUL <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />CHARLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />E <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 <br />R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS <br />S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM ETAL SEAT <br />ER PLAN 0 OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />e:4 . <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS STD 90 HOOK (SEE DETAIL) <br />1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN 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 />v 4"x4" INSPECTION PORT AT <br />cr a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. Wa AT GARAGE CONTRACTOR <br />BASEBOARD M TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 4"to 6" BELOW GRADE <br />N �'.. a 4 FINISH GRADE co <br />11 T T u. I I. <br />M ,I I I�I I I I I a• .� a. 1 OP <br />6x6 W1.4xW1.4 �� JJr = <br />WWF OR FIBERMESH 111 I Ill -I I II I=,ICI I I I I i <br />i�II Q T <br />rrTrt'�rrr r=n <br />Tff'J-`jT)'-` t-STD.90'HOOK <br />(3) # 5 REBAR ON 3' CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 114" <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 FLO <br />BEAM/GI <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) 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 />� \ <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 />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)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 N <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) 10dxl 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 INFORMA 1 ION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'4. 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)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"=1'4" <br />FOR ADDITIONAL INFORMATION, <br />RIBBONS <br />c <br />m <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1/2"=V-0" cJ6 <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.15 V-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. � •4 '-a. <br />e 4..ATT <br />11I <br />io <br />I I I.rtr ma17mj� Jllm�� (3) #5 CONT. ON 3" <br />8" V-8" r 8"ICHAIIRW/3"MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />15/32" OSB <br />EXPOSURE1 <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />= <br />w NOT FULL <br />HEIGHT SHEET <br />C <br />Q <br />F• <br />p <br />Z <br />M <br />G <br />FLOOR <br />SYST <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING ON <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />Q. U <br />C <br />x <br />w <br />01 <br />x <br />E <br />LU <br />2x STUDS w <br />BEYOND. <br />SEE PLAN go <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 WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL 3/S" <br />SPACING <br />S 3/4" S 1/2" <br />al <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/ 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 />SECTION X-X <br />SOFA �O!'L <br />�N <br />2x CRIPPLES @ - <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYF: <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 />LUJOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN <br />Z <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />ONAIL AT TOP PLATE TWO ROWS @ 4" O.C. w! 8d COMMON NAIL <br />LL 2 <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />U <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J <br />wl 8d COMMON NAIL <br />J <br />LU 2 <br />w LL O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />0 8 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />"c:r' <br />LL <br />~ <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N LUO O <br />MEMBER IF GABLE END <br />c�C/7'L <br />NOTE: <br />. 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 112" <br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 118". <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 />1 (2) 2x HEADER SEE PLAN <br />S4 . INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 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 />U\ P.T. BOT. PLATE <br />�FTF,4/o. FLOOR TRUSS / <br />R REAM <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. WI 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 W1AxW1.4 pp <br />`t WWF OR FIBERMESH 1 <br />zr-- 1 <br />a <br />CV .4 . <br />'4 <br />III_III—III II <br />-III—_III—III <br />(3) # 5 REBAR ON 3" CHAIR 4, I III. 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 />V-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" 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)10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />W/3" MIN. CLEARANCE ) - <br />ALTERNATE FOOTING <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />0 <br />for <br />Cl) <br />N <br />O <br />N <br />GLo <br />o LT <br />U. ' s <br />0' y" <br />W <br />W <br />0 <br />Z <br />Q <br />E <br />/4) o <br />Q) L.•= 'O U <br />CY) CO <br />C) g M <br />7 V -0 -0 - M <br />C: E '= C M <br />OS <br />O o <br />U <br />t3 <br />N LU <br />V d ry C <br />n, <br />CO <br />V ° 'a <br />W W <br />0 LIJ C LU0 1-- <br />I— = � WW zx Z <br />0 W <br />R'0::) <0 Q'aLLU0LL 0 <br />�cQn <br />LU ZZ) ino wwa <br />iLy�zO(_ozm�Q�UowoZ <br />OwU_ <br />Z <br />H1�- <br />w� <br />LU ?_oZo <br />0QQ <br />U_ O 1- U_ <br />1 <br />O <br />Z <br />LU <br />0 <br />>_ CD q <br />` <br />C (0 <br />J Lo <br />� U) <br />I— 11 a- M <br />zv� <br />W <br />LU <br />J� <br />(O <br />qIT <br />Jv <br />V�) <br />oz <br />Virtual Revi <br />lans Review <br />w <br />sas' <br />Inc. <br />com <br />ompliance With thepp <br />lee <br />t�00 <br />e <br />by Debra Anne <br />Kla <br />I <br />IOn <br />C <br />r <br />N <br />N <br />N <br />N <br />0 <br />M <br />O <br />o <br />o <br />o <br />I <br />I <br />' <br />Z <br />O <br />wo <br />0 <br />CD <br />0 <br />rI� <br />00 <br />U)Q <br />Z <br />W <br />w <br />0OO_ <br />� <br />O <br />U U Cn <br />Lo -0 <br />0 <br />0 <br />-0 <br />Z <br />(LXn- <br />= <br />W LJ <br />00 <br />c'V <br />Z=� <br />LLJ <br />U <br />0 <br />Zx0 <br />�►— p <br />Z <br />U <br />g Z LL <br />1� <br />Z <br />a. <br />U <br />m <br />Z <br />S6 <br />Z <br />W <br />W <br />J <br />N <br />LAST PLOT DATE <br />z 0 <br />STRUCTURAL <br />-- <br />DETAILS - MONO <br />