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(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 <br />LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR <br />ROOF> PIMH 4:12 OR LESS. <br />12 < <br />PRE ENGINEERED <br />WOOD TRUSS @ 24- HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. -ROOFING (SHINGLES) <br />FOR UNDERLAYMENT <br />SHINGLE ROOF <br />INSULATION BAFFLE <br />REQUIR MENTS SE R905. <br />15/32"CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />INSULATION PER <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN <br />C-) r) <br />UMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING ­­-­`� <br />2X SUB FASCIA <br />BOARD PER CODE W/ 13/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7"O/C <br />SEE SOFFIT SHEET <br />CEILING & 8"O/C WALLS <br />ATTACHED WALL SHEATHING TO <br />1/2"GYP WB <br />(2) TOP PLATE W/ 8d @ 4- <br />O.C., 2 ROWS <br />DOUBLE 2X S.P.F. TOP PLATE <br />IIX2 NAILER <br />d <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16"O.C. 2X S.P.F. STUDS <br />a ED <br />ox <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 <br />C <br />7/8"CEMENTITIOUS FINISH PER ASTM C. 926 <br />2X BOT. PLATE W/ (2) 10d @ 6- O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"OVER <br />U <br />METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD <br />'L <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od <br />E W/ 1 0 <br />W <br />LAYER V8" THICK. <br />C F , <br />COMMON @ 6- OIC EDGES AND 12- O.C. FIELD <br />ELD <br />LL <br />U_ x: <br />INSULATION PER <br />E 2 -M -W OSB <br />1/2"GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB — <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON 16' O/C <br />d OMMON 0 6 O/C <br />TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SG. <br />FOR AN AIR 1000S <br />R <br />�_FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />TRATION AREA W/ <br />;Dd <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED wm <br />THE CONCEALED <br />S6 <br />S6 S6) <br />X_(kG <br />,)E <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />STEM <br />ETAL SEAT <br />\�ER�PLAN 0 <br />R FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />:4 <br />-1-R <br />1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 518' <br />N., <br />� <br />W., I 1�11 <br />GYP.TYPE 'X" @ GARAGE ONLY) W/ 1318" <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 I P\�=8"XV%16"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 <br />OF BAND JOIST TYPICAL <br />USP LSTA24 STRAP W/ 8-1 Od X 11/2" NAILS TO STUD <br />'END SHEATHING TO <br />IF BEAM OR GIRDER <br />�TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2ND FLOOR FRAME CONNECTION <br />SEE JI FOR ADDITIONAL INFORMATION. <br />USP LSTA24 STRAP W/ 8-10d x I -1t <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL----- <br />BAND JOIST <br />'USP MP4F @ 24" <br />ox. w/ 12-8d NAILS <br />1StFLOORWALL <br />SCALE: N.T.S. <br />2"x BOT. PLATE W/ <br />(2) 10d @ 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 />USP LSTA24 STRAP W/ 8-10d X 11/2" NAILS <br />TO STUD & 8-10d x 11/2" TO BAND JOIST @ <br />EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD IIST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />E <br />S6 <br />irr" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />A L,�- <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />U_ <br />4*x4" INSPECTION PORT AT <br />x a. <br />EACH FILL CELL TYPICAL <br />2"x4" PANEL BLOCKING @ 48' 1 <br />1 x WID FURRING @ 24" 0 C <br />LU (a <br />IL <br />AT GARAGE CONTRACTOR <br />FOR THE FIRST 8'-0" OF END <br />BASEBOARD <br />to <br />4N <br />TO CUT BLOCK OR POUR <br />WALL FROM EA. END. II TOP & <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />BOTTOM CHORD ATTACHED W/ (2) <br />2ND FLOOR FRAMING - SEE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />16d TOE NAILS <br />SECTION J/S6 <br />MUNICIPALITY <br />11 <br />4"to 6" BELOW GRADE <br />DECKING —\ <br />I <br />L! ATTACHED WALL SHEATHING <br />7 _74�� <br />__7 <br />3< <br />TO BOTTOM PLATE/CHORD W/ 8d <br />'4 <br />nz <br />@ 4- O/C, 2 ROWS STAGGERED <br />a FINISH GRADE go <br />dis <br />a, <br />FLOOR TRUSS SEE FRAMING PLAN <br />6X6 W1.4XW1.4 <br />ij 4 <br />2� <br />FLOOR T 'RUSS <br />WWF OR <br />H <br />FIBERMESH <br />A' <br />SEE FRAMING <br />WEEPSCREED <br />PLAN <br />INSTALLED PER MANUF. <br />(3) # 5 REBAR ON 3"CHAl 4-6 <br />STD. <br />(SEE <br />90'HOOK <br />DETAIL) <br />2"x4" CROSS BRACE i - 48" <br />USP HTA20 @ 24' O.C. W/ <br />W/3"MIN. CLEARANCE <br />O/C FOR THE 1 ST 7-0" OF <br />10-1 Od X 11/2" NAILS INTO <br />END WALL W/ (2)1 Odx3" @ EA. <br />BLOCKING TRUSS& MIN, 4" <br />TYP 2-STORY WALL SECTION <br />rT� <br />END INTO 2"x4" BLOCKING <br />EMBEDMENT IN CONC. <br />SCALE: 3/4"=V-0" <br />� �6 <br />2ND FLOOR FRAME CONNECTION le.*** �R <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=V-0" <br />�6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS@ 1" ^ ^ <br />2"x BOT. PLATI <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS%( <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 />USP HTA20 @ EA. TRUSS <br />W/ 10 - 1 Od x 11/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4"EMBEDMENT IN <br />KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) <br />SCALE: 1 11/2"=V-0" �6 <br />NOTE: <br />SEE TYPICAL WALL SECTION <br />C/S3 FOR ADDITIONAL <br />INFORMATION <br />(1) ROW OF 2X BLOCKING @ MID <br />HGT. FOR WALL HGT, < (2) <br />ROWS OF 2X BLI @ 3rd PTS <br />FOR WALL HGT. > V-6" <br />USP SPT22 @ EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE — <br />SEE SHEATHING <br />"I SPECS ON FLOOR <br />/_�!1/2' GYP. W.B. MIN. @ <br />T' <br />FZE SIDE IF APPLICABLE <br />5/8"DIA. x 1 0""J" BOLT W/ 8" <br />O.C. W/ <br />EMBEDMENT @ 24 <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />TENSION 26011 <br />6x6W1 <br />.4 x W1.4 <br />WWF OR FIBERMESH <br />4' <br />(3) #5 CONT. ON 3" <br />8" CHAIRW/3"MIN. <br />CLEARANCE <br />INTERIOR 2—STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. S6 <br />- <br />--M--7-- <br />- <br />1513T OSEI <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />D <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />—1%"11 <br />C <br />-A 2 - <br />- <br />FLOOR SYST <br />(2)- 2x TOP PLATE <br />BEYOND <br />­:M:i:i:zP_ <br />=11- <br />15/37 OSB <br />I I <br />I I I I I I I I <br />EXPOSURE 1 <br />SHEATHING Lu <br />Lu <br />x <br />SOLID 2x <br />BLOCKING @ ALL <br />SHEATHING <br />EDGES(SEE <br />OPENING <br />SECTIQN X-X) <br />a: 6 <br />E <br />STUDS <br />1-2x <br />BEYOND. cn <br />SEE PLAN <br />III <br />I I <br />U) <br />u <br />I-L iL-J <br />uL__ji__.LL__LL <br />W <br />"1-2;4 P.T. BASE <br />2x RIBBON OR VERTICAL \—'&JHORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM <br />WALL ELEVATION DIAGRAM <br />4 FT. <br />(D <br />2 %,,, <br />0 <br />FT. <br />--- <br />4 FT . <br />4 F� <br />4 FT. <br />ROOF NAILING ZONE -DIAGRAM <br />2x CRIPPLES @ <br />16" O.C. W1 (2) 12d <br />TOENAILS T/B <br />1 Od NAILS@ 8- O/C TYP. - <br />DOUBLE 2x CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <br />ZONE 1: 8d RING SHANK NAILS III 6"O.C. ON EDGE AND 6"0.0 IN FIELD <br />ZONE 2:8d RING SHANK NAILS 0 6' O.C. ON EDGE AND 6"O.0 IN FIELD <br />ZONE 3 8d RING SHANK NAILS 0 4- O.C. ON EDGE AND 4- O,C IN FIELD <br />(NOTE: IF 5V PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />SHANK NAILS) <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD <br />(TILE) OR 7110' OSB MIN. (SHINGLES) SPAN RATED 24116 <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE A717ACHED TO <br />STUD AND OR BLOCKING AT ALL EDGES. <br />A MINIMUM IV SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN 118" <br />3/8" "S"= NAIL 3/8" <br />SPACING <br />3/4" 112" <br />S 1/2 S <br />1/2" <br />S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />(Z) 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 T' O.C. W/8d COMMON NAIL <br />@ STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. <br />W/8d COMMON NAIL <br />(2) SHEATHING SPLICES Q HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS 0 4- O.C. <br />@ (2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <br />NOTE: <br />8d NAILS FOR WALL <br />SHEATHING MUST BE MIN.131' X 2 1/2" <br />DO NOT OVERDRIVE NAJLS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN IV. <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16" <br />OSEI FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W1 (4) 8d NAILS <br />L <br />F <br />2) 8d NAILS @ 3' D.C. <br />WALL SHEATHING INSTALL. <br />� �6 &NAILING SCHED. <br />�?/0, <br />VA, <br />/c <br />a <br />a <br />z <br />T <br />@ <br />rn N <br />u. <br />0 <br />W <br />U. 3: U. <br />�_ U) <br />r <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 />(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. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />SEE PLAN FOR REQUIRED —'- <br />CONNECTIONS <br />LOAD BEAR I NG/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"DIAX 3/16" PLATE WASHER <br />(MIN. SHEAR 351 MIN. TYPICAL <br />TENSION 211 <br />2500 PSI CONCRETE MIN <br />a SLAB W/ 6X6 W1.4XW1.4 <br />WWF OR FIBERMESH <br />I <br />E i4 A <br />a <br />R <br />'PICAL\ <br />.A <br />A <br />A,. <br />I IEEI I M A <br />7: <br />-71 <br />=1 I I . A <br />(3) # 5 REBAR ON 3- CHAIR 4 <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />2X STUDS TYP. <br />P.T. BOT. PLATE <br />-FLOOR TRUSS <br />M <br />S6 <br />HEAD ER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />ISTUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />V4 <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!-161 <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) USP LSTA30 <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE <br />DETAIL C/S6 FOR MORE INFO <br />-2X STLIDS@ 16" 1 <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 />;0 <br />FINISH GRADE <br />Z? 2� <br />@ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />v <br />S6 <br />a <br />w <br />CD — <br />z <br />z <br />< <br />fl- <br />z <br />0 <br />Ln I <br />ULj <br />(T3 <br />U <br />LU <br />U <br />u <br />E <br />0 g <br />CL 0 <br />< <br />0 <br />a <br />Do <br />T <br />;11 <br />4*,"� I <br />I 1 <br />1XV1, <br />101 <br />N <br />z <br />�Lil <br />F L <br />co <br />z <br />umw cy 0 F, <br />. <br />I 1�. <br />�,­ <br />To the best of he Engineer's knowledge, information, and <br />c <br />belief, the struttural plans and specifications contained <br />within these drawings comply with the Florida Building <br />I <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />Z C*4 <br />0 (v N <br />15 %D <br />V) Cn a <br />0 <br />M <br />N <br />M Ln <br />-0 <br />CL v <br />z <br />4) 0 Ln <br />CO <br />M T-4 <br />CL 00 <br />z E <br />W <br />z <br />UJ 0 <br />_j a <br />so <br />0 <br />00 <br />g. 0 <br />8 <br />z <br />IW <br />8 H a <br />ce <br />CD <br />Ln <br />III <br />N <br />Ln <br />0 <br />< <br />z <br />9T <br />z <br />Uj <br />CL <br />!i <br />I-r <br />7— <br />oz� <br />z <br />Lu <br />> <br />z <br />_j <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-4137 <br />SHEET NO. <br />S6 <br />(MONO) <br />Uj <br />