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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 I (#15) OR TYPE II (#30) UNDERLAYMENT <br />FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. <br />PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS <br />WOOD TRUSS @ 24" <br />O.C. MAX. 15 LB ROOFING (SHINGLES) <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 />lx2 NAILER <br />~ PLYWOOD SHEATHING <br />J <br />J <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 />rn 0 <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)10d @ 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 />U- 3: <br />INSULATION PER CHART ON SNi <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 />yl <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 />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />e <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN p <br />OR FELT <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE -X" @ GARAGE ONLY) W/ 13/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7O/C <br />CEILING & 8' 0/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 />c <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. SLAE <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />d <br />PAPER FOR <br />MOISTURE <br />71 I BARRIER <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 />M <br />v 4"x4" INSPECTION PORT AT <br />ir w a. EACH FILL CELL TYPICAL <br />a 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 />GRADE co <br />0o <br />" I I .' \—STD. 90-HOOK <br />(3) # 5 REBAR ON 3" CHAIR q" �- l (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION j <br />SCALE:3/4"=1'-0" S6 <br />USP LSTA24 STRAP W/ 8-1 Od x 1 1/2_ NAILS TO STUD <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <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 WALLS <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 — <br />TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ <br />EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <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)1 Od @ 6" O.C. <br />NOTES: * USE <br />MP4F & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />SPACER <br />BLOCKS <br />E <br />S6 <br />7' 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 />2ND FLOOR FRAMING - SEE <br />16d TOE NAILS <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 SEE FRAMING PLAN <br />FLOOR TRUSS <br />SEE FRAMING <br />WEEP SCREED <br />PLAN <br />• INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" <br />USP HTA20 @ 24" O.C. W/ <br />O/C FOR THE 1ST 2'-0" OF <br />10-10d X 1 1/2" NAILS INTO <br />END WALL W/ (2)10dx3" @ EA. <br />BLOCKING TRUSS & MIN. 4" <br />END INTO 2"x4" BLOCKING <br />EMBEDMENT IN CONC. <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 @ 16" O.C. <br />2"x BOT. PLATE W/ - <br />(2)1 Od @ 6" O.C. <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />FLOOR CONNECTION <br />@ MASONRY 1 ST 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 1 \ <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 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 />-USP HTA20 @ EA. TRUSS <br />W/ 10 -1Od x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4" EMBEDMENT IN <br />KO BLOCK <br />1-3 <br />SCALE: 3/4"=T-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 />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSSro <br />SCALE: 1 1/2"=V-0" ��S6 <br />NOTE: <br />SEE TYPICAL WALL SECTION <br />SEE SHEATHING <br />SPECS ON FLOOR <br />C/S3 FOR ADDITIONAL <br />INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />(1) ROW OF 2x BLOCKING @ MID <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 />TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />..4e. <br />n ° <br />d° 4 I <br />1=1IIII <br />I Ill -1 <br />1I— <br />I I I rl I — <br />III T7—III=�1= <br />iit—iii111=111— ' (3) #5 CONT. ON 3" <br />IiI--ii <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" <br />ADDITIONAL SLAB INFORMATION. <br />2 - S.P.F. #2 CONST. GRADE TOP PLA <br />SPLICE MIN 48" APART <br />uGn = NAIL <br />ING <br />1 <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />ILJ 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 />OD NAIL INT. AT 6" O.C. W/8d COMMON NAIL <br />)OR SYSTEM OSTAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />O NO SPLICE @ HEADER - NAIL SHEATHING TO <br />IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" o/c <br />OF TOP PLATE TO BOT. OF TRUSS) NO * 15/32 EXP 1 OR 7/16 STRUCTURAL 1 OSB MIN. PLYWOOD SHEA <br />JOINT BLOCKING IS REQ D. SAME NAILING 2x4 P.T. BASE PLATE " Th <br />PATTERN REQ'D WALL SHEATHING INSTALL. & NAILING SCHED. C <br />SCALE: N.T.S. S6 <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 />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 />114 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'4r <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />1 (2) USP LSTA30 <br />OAFN�R�OR <br />NO <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <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 r <br />' WWF OR FIBERMESH \ <br />>_ A. <br />v ..Ad. A . <br />-III—� I —III I I A <br />1IIIII11111111111 ° A <br />- <br />M <br />S6 <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE <br />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 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 />_ _ <br />r <br />-III=II o z <br />�Tl- <br />111 FlI <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 1_gf' <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 <br />FOR ADDITIONAL <br />INFORMATION. <br />Q <br />=w� <br />FUz <br />W Q �_Zi <br />U. <br />o <br />�arnLLJ <br />2 <br />I-- <br />04 <br />C <br />5: Of <br />UU <br />p CD <br />Ow <br />WZm <br />W^ <br />_ <br />Lo <br />o <br />w <br />O N <br />H F- <br />r`. u z <br />- <br />_ � zz <br />Q 7 <br />Q <br />'z <br />H 0 — <br />Qz if <br />LL <br />pow <br />0ru-_ <br />M) <br />_ <br />�: o <br />w0I- <br />}Q W <br />mz= <br />W t <br />Q :.'At <br />� <br />r W <br />X :c <br />cl) <br />4) � E <br />L 'o u <br />_W` <br />Mry <br />co <br />ol <br />s <br />S 0 2 <br />Q <br />§ <br />O c <br />Z Uo� <br />Q <br />< <br />._ <br />^N V Lu I_N c <br />co EM <br />W L <br />t o a 10 <br />Dui vi w0~ <br />F~ w J a ~za' <br />N (' W <br />< Q 0 <br />Qom- J�O�Q'V)LLUOL'-1O <br /><d�( ZU.m" 02200E-Qp' <br />U <br />a 0 o <br />Z <br />00mg zOR00mZZ <br />WOa�zYOZzLLpW��a <br />U) LL <br />�0WOMFo _ gw6m <br />oQ s o sQ <br />a. <br />U < <br />9a <br />LL <br />0! <br />O <br />N <br />Z <br />0 I— <br />>(�o <br />co O <br />Q M � <br />LL <br />ti <br />w a- M <br />aUa00 <br />Z H <br />uj <br />W <br />JC) <br />CLO <br />r <br />MfV <br />C)" <br />O <br />o <br />E2 <br />N <br />4) <br />` <br />> <br />(D <br />' <br />0.B <br />LL <br />Z z <br />-z O <br />w <br />O <br />Uo�0 <br />r� <br />Z <br />� <br />0 CL <br />Lo <br />Q <br />Zw�Q <br />V <br />IxW <br />H� <br />Q <br />~mOZ <br />W <br />(_9ZLJ <br />r 4 <br />�2ZW <br />0 <br />g 0 <br />�ZZ <br />0 <br />CL <br />>_ <br />Q <br />Z <br />QZ <br />O <br />Z <br />~ U <br />a <br />OU <br />O <br />Q <br />z <br />S6 <br />z <br />z <br />W <br />J <br />w� <br />o <br />M <br />LAST PLOT DATE <br />> <br />w 0 <br />Oct. 10, 17 <br />O <br />STRUCTURAL <br />— <br />J <br />DETAILS —MONO <br />