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8 <br />0 <br />N <br />N <br />00 <br />i <br />J <br />m <br />LO <br />r- <br />LO <br />cV <br />c <br />C) <br />J <br />N <br />I- I00 <br />I <br />I <br />alm <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(21 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 FOR UNDERLAYMENT REQUIREMENTS SEE R905 <br />INSULATIO <br />E BAFFLE 15/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET <br />CEILING & 8" 0/C WALLS I ATTACHED WALL SHEATHING TO <br />1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" <br />DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS <br />1x2 NAILER <br />J w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT FOR MORE INFO <br />w <br />16" O.C. 2X S.P.F. STUDS o = <br />W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od � W LAYER 1/8" THICK. <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD = INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB 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 g R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 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 />a.e .. <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 STD. 90 HOOK (SEE DETAIL) <br />112" GYP WB 8"&'X16" CONC. KNOCKOUT <br />INSTALLATION PER BLK. 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 />c'M <br />cn v 4"x4" INSPECTION PORT AT <br />a: a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR <br />BASEBOARD LO 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 />4. <br />.tr .a FINISH GRADE 00 <br />M I. 1 <br />—11—_ALL—I I I I ° — — <br />6x6 W1.4xW1.4 I_I_—LI f—I I IiT—�I I I —I I I <br />WWF OR FIBERMESH I III 111 II I I,=1 I I I I II I e' e ° I 11=I I IITI I I I" o z T <br />III <br />I I —III —III � I a. III-1 <br />1I- <br />\—STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR 4I i , , <br />—I (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2—STORY WALL SECTION <br />SCALE: 3/4"=1'-0" <br />SIMPSON LSTA24 STRAP wl (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)1 Od x 1 1/2" <br />NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALLS _ <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 1 ST 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 />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE 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'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2"x4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'-0" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />BOTTOM CHORD ATTACHED W/ (2) <br />16d TOE NAILS <br />DECKING - <br />FLOOR TRUSS <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/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) 10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />2ND FLOOR FRAME CONNECTION rR <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" 0.0 <br />PRE-ENGINEE <br />FLOOR TRUSIc <br />FLOOR CONNECTION <br />@ MASONRY 1 ST FLR, SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />TRL <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 />SCALE: 3/4"=1'-0" <br />RIBBONS <br />C�J�J <br />DETAIL FLOOR TRUSS 0 <br />SCALE:1 1/2"=V-0" "6,) <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 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.15 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 />— • ° <br />° a <br />e <br />-ITi i I I•— .. <br />° I —I fT 11I— <br />I hI I ITI I jT1_1l I LEI I I I i 11 I (3) #5 CONT. ON 3" <br />8" 1'-8" r 8.a CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB — <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI r <br />F <br />SHEATHING w <br />= <br />SOLID 2x 0) <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />a0 <br />C <br />x <br />/El <br />w <br />4 <br />x <br />E <br />H <br />2x STUDS w <br />BEYOND. <br />SEE PLAN o <br />0 <br />U) <br />G FLOOR SYST M <br />11 11 <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 />4 FT. <br />4 FT. <br />O (D O <br />2 <br />5 FT. 4 FT. O <br />5 FT. 4 FT. O O 0 <br />0 <br />4 FT. <br />4 FT. O O 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />ram/ <br />SFF 0 <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 />ROOF NAILING SCHEDULE <br />ZONES (SHINGLE AND TILE) <br />C)NAILING <br />w <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />Z_ <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />O <br />z <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />LLO Q <br />SHANK NAILS) <br />= <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />0 j <br />-O¢ <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />w u <br />y ¢ O 0 <br />¢ ¢rOOrn <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />F O � m U <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />LL <br />z , w 2 LL ir <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N W 0 0 <br />� LL <br />A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN 1/8" <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />_S� 314" CJ`4s� <br />1/2" <br />1/2" <br />2, <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />© NAIL INT. AT 3" O.C. W18d COMMON NAIL <br />Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <br />NOTE: <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 />I <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7116" <br />OSB FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O C <br />STAGGERED <br />C WALL SHEATHING INSTALL. VFRTI AI RI f.KIN <br />S6 & NAILING SCHED. SECTION X-X <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)10d x 1 1/2" EACH SIDE <br />tiiFR�0 <br />NG <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />,BEAM <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 />`r WWF OR FIBERMESH <br />4 e <br />-1II�III—I I —II °A A" . <br />-III—I � I —III I I <br />e° e. <br />�"IIIIIIIIIIIIIIIII 9 ae <br />' I III=III=I' <br />(3) # 5 REBAR ON 3"' HAIR 4" l a g <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <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 />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(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) 1 Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER, MANUF, <br />FINISH GRADE <br />—I 00 <br />�III1�' C?Iz I <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />(D <br />Z M <br />o <br />_ <br />Z <br />Q <br />J <br />d <br />U) <br />Lnn' (D <br />_ <br />�cn <br />w <br />• U — <br />0 "' <br />= <br />'m <br />E <br />M'_ <br />r- <br />C4 <br />C) <br />N M <br />w E <br />_ <br />— cg <br />c m M <br />(a O co <br />0 0, <br />z <br />(> Q) <br />tiL00 <br />05 n o <br />o <br />�Ccm <br />u, ov <br />rn¢o <br />B -0. <br />/r <br />< <, <br />r o <br />co <br />6 0�0 <br />plIa�//j <br />o °C <br />? Z <br />II• �A•i/ M <br />� <br />LL- J <br />.4?A`"ON°`° <br />LLJ <br />O^ d <br />X <br />z <br />To the be .of t6Q Engi w edge," infration, and <br />belief, the ct I lans arid' tS icatiiQns cont4tried <br />within thes in Fd �,hR��3% Flck ida <br />Building Codfpjc�enti3ittidrl. Engr's <br />the <br />signature and sea , r str ngineering <br />portions of the drawl n �I�` Ali�gineer's signature <br />and seal. <br />O <br />ON <br />Z <br />0�� <br />>o <br />M <br />aU,f0`" <br />Q) n <br />0 Ln <br />Q LL <br />oC U Q 00 <br />a <br />� <br />Z � <br />W <br />J S <br />€0, <br />2a <br />�a <br />h <br />UZOO <br />�� U <br />W <br />�z <br />�22xw <br />> a O LO <br />aWW6-o <br />Oca <br />cq <br />iZ@ <br />oZ <br />Zo <br />Ncf) <br />J <br />Q V <br />zZ <br />z <br />z <br />Q <br />g <br />ii 3 <br />caLn <br />o <br />�a <br />o <br />= <br />N <br />Lu <br />I <br />z <br />'o� <br />oo¢0 <br />K; <br />V2 <br />N <br />Ir <br />LL <br />Zaoa <br />I- <br />�U4za <br />oPfo <br />Z <br />� <br />°�-2 <br />W <br />Ln <br />w <br />wa <br />�a�'m <br />J <br />Wm <br />Bozo <br />C) <br />Q <br />Z <br />0¢F <br />aLuZ <br />m <br />Z <br />�� <br />m <br />z <br />� <br />az <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 501 <br />SHEET NO. <br />S6 <br />