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(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 <br />(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />12 <br />PRE ENGINEERED <br />WOOD TRUSS @ 24- HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROO <br />FOR UNDERLAYMENT <br />HINGLE ROOF REQUIREMENTS SEE R905. <br />INSULATION — <br />BAFFLE 15132" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN LUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8"OR 1/2"HIGH STRENGTH CEILING 2x SUB FASCIA <br />BOARD PER CODE W1 13/8" DRYWALL SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4' <br />1/2" GYP WB <br />O.C., 2 ROWS <br />DOUBLE 2X S.P.F. TOP PLATE 1X2 NAILER <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT FOR MORE INFO <br />LU <br />0 W <br />16" O.C. 2X S.P.F. STUDS 0 = <br />W1 (4) 16d TOENAILS TO TOP PLATE 0 (n 7/8"CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W1 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 J LU <br />= W LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = <br />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 />TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SG. B R <br /><-FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONICEA�� S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM ETALSEAT <br />ERP N OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <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 7" O/C <br />CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER BLK. W11#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />ARCHITECTURAL <br />19 <br />,�FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />U) 4"A" INSPECTION PORT AT <br />U_ - <br />cr _j <br />a- EACH FILL CELL TYPICAL <br />LU (0 <br />1x WD FURRING @ 24" O.0 AT GARAGE CONTRACTOR <br />BASEBOARD <br />LO TO CUT BLOCK OR POUR <br />C14 <br />PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. 2500 <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 410 6" BELOW GRADE <br />'911 <br />A 4* 4 /FINISH GRADE <br />-4 00 <br />dd - <br />A. <br />T <br />6x6 W1.4xW1. .. LL <br />=1 1- 99 <br />WWF OR FIB MESH <br />A <br />STD. 90 <br />(3) # 5 REBAR ON 3" CHAIR' (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=V-0" <br />U SP LSTA24 STRAP W/ 8-1 Od x 11/2" NAI LS TO STUD <br />2ND FLOOR FRAME CONNECTION <br />SEEJ <br />/S-6 FOR ADDITIONAL INFORMATION. <br />USP LSTA24 STRAP W1 8-10d x 1-11 <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL---,- <br />BAND JOIST <br />I <br />----------- �k <br />'USP MP4F @ 24" <br />D.C. w/ 12-8d NAILS <br />, I ) <br />1st FLOOR WALL <br />USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS <br />TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ <br />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 />TX4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'-0" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />SCALE: N.T.S <br />SCALE: N.T.S. <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />LTE W1 <br />O.C. <br />)OR TRUSSMOIST <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 />"T" CORNER <br />TYPICAL 'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. <br />� �6 <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" O/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 BRA CE @ 48" <br />USP HTA20 @ 24" O.C. W/ <br />O/C FOR THE 1 ST 7-0" OF <br />10-1 Od X 11/2" NAILS INTO <br />END WALL W1 (2)10dxT @ E <br />BLOCKING TRUSS & MIN. 4" <br />END INTO TX4" BLOCKING <br />EMBEDMENT IN CONC. <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 16" O.C. <br />(2) 1 Od @ 6" O.C. <br />2"x BOT. PLATE W/ <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />CONTINUOUS TO BOTTOM RIBBON <br />ATTACHED WALL SHEATHING <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 />RIBBONS <br />DETAIL (FLOOR TRUSS) O� <br />SCALE: 1 1/2"=V-0" <br />NOTE: <br />SEE TYPICAL WALL SECTION "/,,--SEE <br />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. < V-15". (2) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />ROWS OF 2X BLOCKING @ 3rd FITS <br />EMBEDMENT @ 24" O.C. W/ <br />FOR WALL HGT. > 81-611 <br />2"DIA.X 3116" PLATE WASHER <br />USP SPT22 @ EA. STUD <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />2 x STUDS @ 16" O.C. 1 <br />TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />A <br />4. . <br />A <br />-4 <br />I :L.'T <br />CLEARANCE <br />(3) #5 CONT. ON 3" <br />7 17—T III I CHAIR W/ 3" MIN. <br />INTERIOR 2-STORY FRAME SECTION <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ��S16 <br />ADDITIONAL SLAB INFORMATION. <br />15/32"OSB <br />EXPOSURE1 <br />SHEATHING <br />PROVIDE <br />BLOCKING ii <br />REQUIRED I <br />SECTION X- <br />NOT FULL <br />HEIGHT SHI <br />(2)- 2x TOP PLATE <br />BEYOND <br />=-15/32"OSB <br />EXPOSURE1 <br />SHEATHING LLI <br />Lu <br />--SOLID 2X <br />C <br />1 <br />BLOCKING @ <br />FOPENING <br />C <br />@11 <br />0 <br />SHEATHING W <br />EDGES(SEE <br />I I <br />I SECTION X-X) <br />I = <br />- <br />CL 0 <br />- <br />x Lu <br />X <br />--- <br />-2x STUDS LUUJ <br />BEYOND. (n <br />SEE PLAN <br />0 <br />1111U'1�� <br />I <br />I <br />--- <br />I I I "',-2x4 P.T. BASE <br />PLATE BEYOND <br />2x RIBBON ORJ' VERTICAL \--&-JHORIZONTAL <br />SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM <br />WALL ELEVATION DIAGRAM <br />4 FT. <br />4 FT. <br />2 <br />2 <br />5 FT. 4 FT. <br />4) <br />5 FT. 4 FT. <br />2 <br />FT. <br />4 FT. 4 FT. <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />81, O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE <br />NAILING ZONES (SHINGLE ANDTILE) <br />0 <br />Lu <br />ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6"0.0 IN FIELD <br />ZONE 2:8d RING SHANK NAILS @ V'O.C. ON EDGE AND 6"O.0 IN FIELD <br />ZONE 3 8d RING SHANK NAILS @ 4- O.C. ON EDGE AND 4' O.0 IN FIELD <br />7 Z <br />(NOTE: IF 5/8"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />LL X <br />0 <br />SHANK NAILS) <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD <br />191 <br />(TILE) OR 7/16' OSS MIN. (SHINGLES) SPAN RATED 24/16 <br />0 <br />r8ff <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />0 ca <br />0 on _j D <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />P r I <br />z LL <br />STUD AND OR BLOCKING AT ALL EDGES. <br />(N uj 00 <br />1: X <br />U. LL <br />A MINIMUM 118"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT <br />t. <br />PENETRATE SURFACE MORE THAN 1/8" <br />3/8" "S" = NAIL 3/8' <br />SPACING <br />3/4" 1/2" <br />S S <br />1/2" <br />S <br />(Z) NAILAT 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/8cl COMMON NAIL <br />@ NAIL INT, AT 3" O.C. W/8d COMMON NAIL <br />STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. <br />W18d COMMON NAIL <br />SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W1 8d COMMON NAILS @ 4- O.C. <br />(2) 8d NAILS @ 3" O.Q TO EACH TRUSS END OR @ VERTICAL <br />@ <br />MEMBER IF GABLE END <br />[NO T E: <br />8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X2112' <br />SURFACE MORE THAN 118". <br />Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16" <br />OSB FLITCH PLATE TO W1 (2) <br />12d TOENAILS EA- END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W1 (4) Scl NAILS <br />(2 <br />8d NAILS 3' O.C. <br />WALL SHEATHING INSTALL. <br />& NAILING SCHED. <br />2-ROWS 12d NAILS <br />STAGGERED @ FIT O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED@ 12" O/C FOR <br />4 <br />2"x`10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />I REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />`—INTERIOR <br />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 />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <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 />TDIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />MIN. <br />2500 PSI CONCRETE <br />SLAB W/ 6X6 W1.4XW1.4 <br />WWF OR FIBERMESH <br />4A <br />4 <br />A' <br />M I <br />Mi I <br />A' <br />A <br />(3) # 5 REBAR ON 3- CHAIR 4- <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />SECTION X-X <br />HEADER 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 />STUDS <br />JACKS <br />STUDS <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) USP LSTA30 <br />4-4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />r79'--16' <br />1 (3) <br />(3) <br />(2) <br />(3) <br />1 (2) USP LSTA30 <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE <br />DETAIL C/S6 FOR MORE INFO <br />-2X STUDS @ 16- O/C <br />TUCCO FINISH PER ASTM C. 926 <br />-7/81' S <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. MANUR <br />210 <br />FINISH GRADE <br />OP <br />9 <br />@ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />L <br />z <br />(0 <br />< <br />CL_ <br />Q) <br />a) <br />4--J uj <br />(Z C-) <br />U <br />0 L� <br />V) <br />E <br />0 <br />U) c) <br />V) F_ <br />.20 <br />CO r- <br />U <br />LLJ <br />C14 <br />a) 00 <br />CM Cl) <br />a co cl) <br />E <br />0 <br />q <br />T �2 co <br />0 C'4 <br />0 <br />a) <br />C) U) <br />r- 00 <br />-5 00 <br />, c1l <br />of 4) <br />c <br />0 <br />< <br />M 0 <br />Lo 0 "r <br />CL <br />< <br />RD. <br />ICBDC <br />cc M <br />C5 <br />9A z ow <br />co <br />_j ta. M6 <br />W 4W <br />f <br />W <br />LU (D �e, <br />-o� <br />Uj <br />a, w-, v. ,< <br />H�5 <br />z E '.- S <br />�& 4 <br />LL <br />.0,9 <br />-0- <br />U1 <br />C3 <br />T the best of the Engineer's knowledge, m'AMa1t'1o'n:and <br />beolief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />I <br />C:) <br />C:) <br />0 0) N <br />1--A 4-J C:) <br />(/) '5 C:) <br />> (n <br />4-J <br />< (n M LO <br />5' 0 <br />a) Lr) <br />LL <br />rn <br />al� U CL 00 <br />< <br />z E <br />M <br />z <br />LU F- <br />_j C:) <br />W I'D <br />v. <br />01 <br />-rg <br />>_ 17 <br />z 22 <br />8 0 <br />W L) <br />u, <br />zz <br />0 <br />W .0 <br />C9 <br />z <br />cl) <br />z z <br />0 <br />U <br />iz <br />Ln <br />_j <br />z <br />0 <br />-0 <br />4 <br />2: <br />fu <br />L_ <br />Lij <br />0 <br />2: <br />> <br />rsj <br />0 <br />0 <br />z <br />0 <br />U <br />0 <br />z <br />M <br />LU <br />U_ <br />ILI R ZO <br />- <br />r <br />LL. <br />10� -, . -, <br />U4 <br />< <br />U1 - <br />< Z,,< <br />3: <br />wo W W <br />I.- Z n <br />z <br />z <br />r%j <br />ogw <br />D � 2 <br />Z,-) <br />LU <br />L0 <br /><W <br />z <br />z <br />§ CZ8 <br />0 LU <br />he <br />0� 8 <br />z <br />t <br />< o' <br />D z <br />CY <br />'A z <br />M <br />0 <br />-, <br />r <br />z <br />:5 <br />Uj <br />x: <br />�2 <br />z <br />Uj <br />r <br />V) <br />S LE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION No. 10 <br />SHEET NO. <br />S6 <br />