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12 <br />Z, I <br />INSULATION - <br />BAFFLE <br />INSTALLATION <br />PER CHART <br />ON SHEET S3 <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 318" 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 />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR <br />GRATER & (2) LAYERS TYPE 1(#15) OR TYPE II (#30) UNDERLAYMENT <br />FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. <br />PRE ENGINEERED WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. 15 LB ROOFING (SHINGLES) <br />-SHINGLE ROOF <br />15/32" CDX PLYWOOD OR 7116" <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 />w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />D <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 />O <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <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 />wI= <br />INSULATION PER CHART ON SN1 <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C <br />Y <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S <br />. <br />B R <br />< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />THE CONCEASTOPPING SHALL <br />S6 S6 <br />SPACE NET APPROX. EQUAL AREAS.E L <br />` <br />FLOOR SYSTEM <br />ETAL SEAT <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 />INSULATION PER <br />CHART ON SN1 <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />d- <br />c <br />E <br />N <br />M <br />6x6 W1.4xW1.4 <br />WWF OR FIBEF <br />1x WD FURRING @ 24" 0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAI <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />p - OR FELT <br />PAPER FOR <br />MOISTURE <br />I BARRIER <br />e <br />a: <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 />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />LL v 4"x4" INSPECTION PORT AT <br />w a- EACH FILL CELL TYPICAL <br />a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />FINISH GRADE <br />00 <br />e ea <br />—_- <br />I I El I I—_ I I I —I I I_ <br />_ <br />III — III — I �- _o <br />��4A, <br />IIIIIIIIIIIIIII <br />J'� I I STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR 4" ' ' '=g (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION , <br />SCALE: 3/4"=l'-0" <br />op <br />USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD <br />2nd FLOOR W <br />BEAM/GIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL---- FY <br />BAND JOIST <br />*USP MP4F @ 24" <br />o.c. w/ 12-8d NAILS <br />1st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ <br />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 />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 />SEE FRAMING <br />PLAN <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-O" OF <br />END WALL W/ (2)1 Odx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />XE 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 />MP4F & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />SPACER <br />BLOCKS <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 />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />• • iILLHZI w,L <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />USP HTA20 @ 24" O.C. W/ <br />10-1 Od X 1 1/2" NAILS INTO <br />BLOCKING TRUSS & MIN. 4" <br />EMBEDMENT IN CONC. <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 16" O.C. <br />2"x BOT. PLATE W/ — <br />(2) 10d @ 6" O.C. <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(4) 1/4" X 21/4" TITEN <br />SCREWS TO MANSONRY I� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />TR <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 />USP HTA20 @ EA. TRUSS <br />W/ 10 -10d x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4" EMBEDMENT IN <br />KO BLOCK <br />SCALE: 3/4"=1'-0" <br />(3) 2X4 B.U.C. U.N.O. <br />REFER TO B.U.C. DETAIL <br />8/S5 FOR NAILING INFO <br />8 -10d NAILS TO <br />STUD PER STRAP <br />SYSTEM <br />MSTAM 36 <br />SCALE: N.T.S. <br />RIBBONS <br />WALL <br />LL <br />S6 <br />DETAIL (FLOOR TRUSS) 0 <br />SCALE: 1 1/2"=l'-0" ��S6 <br />NOTE: <br />SEE SHEATHING <br />SEE TYPICAL WALL SECTION <br />SPECS ON FLOOR <br />C/S3 FOR ADDITIONAL <br />INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />/ <br />(1) ROW OF 2x BLOCKING @ MID — <br />I <br />HGT. FOR WALL HGT. < 8' 6". (2) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />ROWS OF 2x BLOCKING @ 3rd PTS <br />EMBEDMENT @ 24" O.C. W/ <br />FOR WALL HGT. > 8'-6" <br />2"DIA.X 3/16" PLATE WASHER <br />USP SPT22 @ EA. STUD <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />2 x STUDS @ 16" O.C. <br />:::X <br />TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBER MESH <br />n _ <br />a <br />a a: <br />° <br />d . <br />a <br />I <br />— <br />—IIII11 <br />MII- <br />-III,; I �Illtlli=itlliiitllI�I1— CHAIRCONT. ON3" <br />8" V-8" lI 8„ CHAIR W/ 3"MIN. <br />CLEARANCES <br />IAlrrinlrlr') n c+rnnv rP1 A n Ar 1 <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />2 - S.P.F. #2 CONST. GRADE TOP PLA <br />SPLICE MIN 48" APART <br />KIAIL <br />ING <br />1, <br />OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />C O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />E © 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 />O NAIL INT. AT 6" O.C. W/8d COMMON NAIL <br />1__m� <br />)OR SYSTEM (E)STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />FROM TOP NO SPLICE @ HEADER - NAIL SHEATHING TO <br />IF FULL HEIGHT SHEATHING <br />( A HEADER W/8d COMMON NAIL@ 4" o% <br />OF TOP PLATE BOT. OF TRUSS) NO <br />JOINT BLOCKINGG IS REQ'D. SAME NAILING <br />2X4 P.T. BASE PLATE * 15132" EXP 1 OR 7116" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF <br />JOINT <br />PATTERNREQ'D 1A►AI I r%I II-Ar1114Ir% I&1^rAI 1 n •IA II Ikle% r1n1 Ir11 / \ <br />sFF Np�Gv <br />2x CRIPPLES @ — <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />1Od NAILS @ 8" O/C TYP. — <br />DOUBLE 2x CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SCALE: N.T.S. <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 />1'4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) USP LSTA30 <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />(2) ROWS OF 2x BLOCKING <br />@ THIRD POINTS <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. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />d e: <br />Cl) -I.'ea . e r e° <br />I I °. <br />I II I I a <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL <br />INFORMATION. <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <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 />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />M <br />S6 <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE <br />DETAIL C/36 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 7/8" <br />OVER METAL LATH. FIRST 2 LAYERS 3/8" <br />THICK EACH. 3RD LAYER 1/8" THICK. <br />-USP SPT22 @ EA. STUD <br />-2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />EE <br />o <br />V <br />SCALE:3/4"=V-0" S6 <br />=W <br />�U <br />w <br />11 <br />W Q <br />Q <br />N <br />W Q <br />= <br />WOWO <br />w <br />OW air' <br />N <br />W Z J <br />> J <br />w <br />p <br />Lo <br />p <br />00 <br />LQLo <br />-ONZ <br />r <br />F- I— W <br />An <br />2~Ocn <br />JLU <br />U- :3 <br />$a C/) 0 4 <br />W <br />Wp�O <br />U Z U <br />W <br />9 1T w ��✓ <br />W O <br />oo <br />I- F- <br />Q <br />N r, E <br />n, o <br />\W L. = 0 M <br />M N <br />/` f ' l <br />f� �/ _ 6 <br />M <br />M <br />A, <br />r p u <br />`v <br />o <br />U o <br />U a <br />�- Qg <br />tn V uj Q N <br />L o E2 N <br />7 a ) <br />w w w <br />�LLI Cn w0H <br />wlw-Q �2-1 )rgYz� Z <br />LL. <br />Q Q U <br />Q�- JUO��V),VOOLL-10 <br />0(�x ZLL�y�Z�-1 <br />(n090 <br />H-: "' <br />Q <br />Cy 0 0 <br />uo�wFnzOiRoomoz <br />��� >ZYgZ_zw6wLL <br />0 a <br />LL Z <br />¢0w 2Q -? oYZ.Q�Q <br />LLQ O <br />)Q-QLL <br />O <br />O <br />N <br />0 I— <br />>WCD <br />z <br />D � M O <br />Q � M Lo <br />LL � <br />U) <br />Q W Q u? <br />cy) <br />T- <br />U<� <br />z ~ <br />Wz <br />W� <br />J OCD <br />It <br />r <br />O <br />04 <br />1 <br />6 <br />04 <br />1 <br />4 <br />O <br />C <br />0 <br />� <br />o <br />Lo <br />0 <br />z z <br />WO <br />ICUQ <br />U) <br />W <br />U?�0 <br />Lu <br />OW <br />WW2 <br />C� <br />1­4 <br />HQ <br />H <br />LL <br />I —a <br />mOZ <br />..L <br />�+ <br />ZW0� <br />2 Z of <br />000 <br />Q.ZZL- <br />N <br />w 00k.0 <br />O_j2z <br />O <br />¢ M <br />UU)Zz <br />z N <br />�Qo <br />Z <br />U <br />U <br />� <br />MO <br />W <br />Q <br />Z <br />S6 <br />Z <br />w <br />It <br />O <br />0 <br />0 <br />LAST PLOT DATE <br />Dec. 21, 16 <br />O <br />STRUCTURAL <br />J <br />i <br />DETAILS —MONO <br />