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(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 ,1FPRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />_SHINGLE ROOF <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 />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" O.C. 2X S.P.F. STUDS <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE911m <br />SPACE INTO APPROX. EQUAL AREAS. / <br />FLOOR SYSTEM <br />PER PLAN <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 />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <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 />iX2 NAILER <br />J U-1 PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />W <br />Uj <br />3_�Q— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />J �- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />Z) w LAYER 1/8" THICK. <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />�NETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CCNC. 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 />Uj <br />4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR <br />BASEBOARD TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />d MUNICIPALITY 411to 6" BELOW GRADE <br />1 <br />c <br />FINISH GRADE 00 <br />,d <br />M I <br />II I —ICI —ICI —ICI III _—_—Tt— — -50 <br />6x6 w1.4xw1.4 _ <br />11�=III=ICI=I�1 III ICI —ICI —ICI' C) z T <br />WWF OR FIBERMESH -� II I —III —III —I I I I III —I I —I 1- T � <br />II I II I II I I I I III II -7 <br />(3)II II STD. sa`HooK <br />(3) # 5 REBAR ON 3" CHAIR I I . ,111 111 <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'4' <br />TYP 2-STORY WALL SECTION <br />SCALE:3/4"=1'-0" S6 <br />�.-------------� <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od 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) 1 Od x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD f <br />/2nd FLOOR WALL <br />BAND JOIST V\ <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) 1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST 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 />ITE 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/BAN D <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 />77 TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING <br />WEEP SCREED <br />PLAN <br />• <br />INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-0" OF <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />BLOCKING & MIN. 4" EMBEDMENT <br />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'-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,1 <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'-0" <br />FOR ADDITIONAL INFORMATION. <br />TR <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1 /2"=1'-O" S 6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SEE SHEATHING <br />SPECS ON FLOOR <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) 10d <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 />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />a <br />�a a d as d' Q. <br />ad <br />a d" . �_I <br />.° : • . I —I 1 I —I 11= <br />=1 I I 1 11= <br />-III—III <br />�. I I —I I I III=1 I I=1 <br />'—I I 1=1 I 1=111 111-111 I 1-1 1- ' (3) #5 CONT. ON 3" <br />w <br />w <br />x <br />0 <br />O <br />e <br />15/32" OSB <br />EXPOSUREI <br />SHEATANG <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />SECTION X-X IF <br />LU NOT FULL <br />F HEIGHT SHEET - <br />to <br />to <br />z <br />G <br />FLOOR <br />SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE H <br />F <br />SHEATHING w <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 00 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />d U <br />C <br />x <br />�w <br />x <br />E <br />2xSTUDS w <br />BEYOND. = <br />SEE PLAN <br />C)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 1 rl r1/Ar1^k1 r11n/nnAAA <br />3/8" <br />NA <br />SPACIN <br />3/4 <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/ 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 />SECTION X-X <br />Tj�7 <br />SFF A <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 />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />LU <br />PENETRATE SURFACE MORE THAN Ys". <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL <br />G7 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />_ <br />IL <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 STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J in <br />Uj <br />8d COMMON NAIL <br />LL O <br />O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />} <br />i¢ 1Z 0 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />¢ r-00<n <br />z OF w' ' F <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w O LL <br />MEMBER IF GABLE END <br />Mo <br />cI U. <br />NOTE: <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 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 />4 <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 />• 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) 1Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />:zt� <br />FLOOR TRUSS�R �RFAM <br />SEE PLAN FOR REQUIRED --- <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR <br />FRAME WALL HEADER DETAIL M <br />S6 <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 />d. n. <br />r I I I —III —III —I I < .. e°- e <br />M <br />—III I .d. .Q•.. e <br />d. <br />d <br />I 8 l 1,-8 8" CHAIR W/ 3" MIN. I I I III I I I <br />CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" <br />W/3" MIN. CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 WOOD 1ST FLR. SEE J/S6 FOR <br />ADDITIONAL SLAB INFORMATION. �° SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />.:.1FF— _ I - Ill T__ I 1 11 f -1: _ _ T� T I I I - f _ _I <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'-9' <br />(2) <br />(3) <br />11 (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" 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 />00 <br />FINISH GRADE <br />R <br />M <br />N <br />O <br />N <br />L0 <br />LO <br />00 <br />1O <br />LOU <br />Y fe�7 ro � yam. <br />y, <br />L1.I <br />W <br />Q <br />CD <br />0 <br />%` <br />o U <br />' M 0 <br />-1— <br />N <br />M (7 <br />- 2 M <br />L <br />o <br />_0 0 <br />° LL <br />N a <br />.Ns <br />g`0 <br />Wi^ <br />V QN C <br />0 <br />(D E <br />° 01) <br />a 7 <br />LU W <br />W <br />LLI ) WO <br />Q U <br />Of - 0 a, Z= zaaaLU <br />�: <br />Q <br />)0�-UOJ0 <br />JUU) 0 — <br />)aUW <br />2zO2OOm0Z�U <br />O <br />Z <br />Q��� 2Y�¢ao¢ <br />oW° <br />�aU_ <br />O <br />O <br />z W <br />O1­— <br />cn <br />i (n O <br />C)Q <br />5 <br />� (M <br />J <br />LL <br />Lo <br />I— IY 0- M <br />00 <br />z C) <br />W <br />W <br />J� <br />(O <br />Jul. <br />2 <br />' <br />02 <br />Virtual <br />Review <br />psi <br />t I n <br />c. <br />Plans Review completed <br />and <br />approved <br />r compliance <br />with <br />the <br />2020 <br />FBC <br />7th <br />diti <br />n <br />by <br />Debra At <br />ne H <br />lahr <br />1 <br />1 <br />PX2 <br />1 <br />1 <br />Op <br />1 <br />1 <br />T� <br />0 <br />N <br />CD <br />N <br />CD <br />NLO <br />0 <br />C) <br />N <br />N <br />QN <br />00 <br />O <br />r <br />T <br />O <br />I <br />1 <br />1 <br />' <br />z <br />0 <br />NU <br />W <br />o <br />0 <br />0 <br />0 <br />l <br />I <br />I <br />Lo� <br />; <br />N <br />CM <br />4 <br />00 <br />V , <br />Z F- <br />z <br />LU <br />O <br />4-a <br />W <br />Z � <br />zz <br />0) <br />Q <br />V <br />LU00 <br />VU65 <br />- <br />Z) z j <br />—0 <br />O <br />0�_c <br />az <br />aofa- <br />to <br />� <br />��Q <br />N <br />L <br />�W <br />N <br />ZOO <br />o� <br />~� <br />. <br />Q <br />0 <br />gW� <br />ILL <br />z <br />ZQ <br />az <br />f)z <br />� <br />V <br />O <br />a <br />Z <br />S6 <br />z <br />z <br />LU <br />ujc:) <br />J <br />O <br />T_ <br />LAST PLOT DATE <br />CNI <br />O <br />. . <br />Z <br />O <br />STRUCTURAL <br />DETAILS - MONO <br />