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(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412 <br />(2) LAYERS TYPE I <br />OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />—SHINGLE ROOF <br />FOR UNDERLAYMENT <br />SHINGLE ROOF <br />REQUIREMENTS SEE R905. <br />INSULATION— <br />15/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SNII) <br />CHART ON FLOO <br />PLAN <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STREN <br />GTH 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 />1X2 NAILER <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />5j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />U) FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />0 UJ <br />0 <br />W1 (4) 16d TOENAILS TO TOP PLATE <br />0 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 />_j METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID <br />3/4" PLYWOOD DECKING GLUED AND NAILED W1 1 Od <br />_j <br />=) t@ LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12- O.C. FIELD <br />U_ INSULATION PER <br />1/2" GYP. WEI OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SQ. <br />B R <br />< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA� <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />0 <br />R FELT <br />< <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 <br />STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />,,,,�ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />I.Ij <br />4"x4" INSPECTION PORT AT <br />cr_ <br />a. EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24"O.C. <br />LU <br />a. <br />CO <br />AT GARAGE CONTRACTOR <br />BASEBOARD <br />TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONIC. SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />410 6" BELOW GRADE <br />04 <br />FINISH GRADE ;0 <br />cl) <br />A 4 <br />A <br />6x6 W1.4xW1.4 <br />WWF OR FIBERMES <br />Val <br />STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR <br />4 <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />,TYP 2-STORY WALL SECTION �j <br />SCALE: <br />3/4"=1'-0" S6 <br />USP LSTA24 STRAP W/ 8-1 Old x 11/2" NAILS TO STUD <br />2nd FLO <br />BEAM/GI <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />USP LSTA24 STRAP W/ 8-1 Old x 1-1 /2" <br />NAILS TO STUD & 8-1 Od 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 />1 st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-1 Old 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 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 V-101" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />XE W/ <br />I O.C. <br />)OR TRUSS/JOIST <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 />SPACER <br />BLOCKS <br />E <br />S6 <br />117 CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. � �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 />BOTTOM PLATE/CHORD W/ 8d <br />1TO <br />@ 4" 012 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />SEE FRAMING <br />WEEPSCREED <br />PLAN <br />INSTALLED PER MANUF. <br />2"1 CROSS BRACE @ 48" <br />USP HTA20 @ 24" O.C. W/ <br />O/C FOR THE 1 ST 2'-0" OF <br />10-1 Od X 1 1/2" NAILS INTO <br />END WALL W/ (2)1 Odx3" @ EA. <br />BLOCKING TRUSS & MIN. 4" <br />END INTO 2"1 BLOCKING <br />EMBEDMENT IN CONC. <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />'ex -)I U U,) p I <br />2"x BOT. PLATI <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIc <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W1 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 Old x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4"EMBEDMENT IN <br />KO BLOCK <br />FLOOR CONNECTION ( B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(4) 1/4" X 2 1/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION, <br />,-- B.U.C. <br />8 - 1 Od NAILS TO <br />STUD PER STRAP <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUSS.) i(�O � <br />SCALE: 1 1/2"=V-1)" "6,) <br />NOTE: 1�1 ",/— SEE SHEATHING <br />SEE TYPICAL WALL SECTION SPECS ON FLOOR <br />C/S3 FOR ADDITIONAL <br />INFORMATION ,�-1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />(1) ROW OF 2x BLOCKING @ MID — I <br />HGT. FOR WALL HGT. < V-15". (2) 5/8"DIA x 10" "J" BOLT W/ 8" <br />ROWS OF 2x BLOCKIWG_ @ 3rd PTS EMBED-MENT @ 24" O.C. W/ <br />FOR WALL HGT. > V-13" 2"DIA.X 3/16" PLATE WASHER <br />USP SPT22 @ EA. STUD F(MIN. SHEAR 3500#. MIN. TYPICAL <br />2 x STUDS @ 16" O.C. TENSION 2600#.) <br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 <br />FWWF OR FIBERMESH <br />;r <br />-A. <br />4�. <br />,'A <br />FI I � � �;;I I I I I . (3) #5 CONT. ON T <br />8 V-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'-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />15/32- OSB <br />EXPOSURE1 <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 <br />SHEATHING Lu <br />Lu <br />SOLID 2x V) <br />C <br />BLOCKING @ ALL <br />SHEATHING <br />EDGES(SEE <br />OPENING <br />SECTION X-X) <br />Lu <br />0. <br />2xSTUDS w <br />BEYOND. W <br />SEE PLAN <br />V)� <br />FLOOR SYST M 11 -1 -JU <br />77 \-2x'4 P.T. BASE <br />2x RIBBON OR VERTICAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />4 FT. <br />4 FT. <br />2 <br />2 <br />5 FT. 4 FT. <br />5 FT. 4 FT. <br />2 <br />FT. <br />4 FT. 4 FT. \ <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLEAN TILE <br />D� <br />ZONE 1: 8d RING SHANK NAILS 6"O.C. ON EDGE AND 6" OC IN FIELD <br />ZONE 2: 8d RING SHANK NAILS 6" O-C. ON EDGE AND 6" OC IN FIELD <br />z <br />ZONE 3 8d RING SHANK NAILS 4" O.C. ON EDGE AND 4" OC IN FIELD <br />0 <br />z <br />(NOTE: IF 5/8"PLYWCOD IS USED, CONTRACTOR MUST USE 10d RING <br />J. <br />0 <br />SHANK NAILS) <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD <br />a u i <br />Lu <br />(TILE) OR 711V OSS MIN, (SHINGLES) SPAN RATED 24/16 <br />81 <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />co <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />U. cr <br />STUD AND OR BLOCKING AT ALL EDGES. <br />C11 uj 0 <br />A MINIMUM I/8"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS ALLOW FOR EXPANSIONS FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN 1/8" <br />318" "S"= NAIL 3/8' <br />SPACING <br />41t"3144" <br />S 1/2' S 1/2" <br />S 112- <br />4S, <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />NAIL AT BASE 2 ROWS @ 4- O.C. W/8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" D.C. W/8d COMMON NAIL <br />@ NAIL OPENING PERIMETER @ W O.C. W18d 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 />SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W1 8d COMMON NAILS @ 4" D.C. <br />@ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR a VERTICAL <br />MEMBER IF GABLE END <br />[NOTE: <br />8d NAILS FOR WALL SHEATHING MUST BE MIN. 131* X 2 1/2" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 118". <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16- <br />OSB FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END, NAIL <br />FLITCH PLATE To VERTICAL <br />W1 (4) 8d NAILS <br />", — "'o v , "" <br />WALL SHEATHING INSTALL. STAGGERED <br />&NAILING SCHED. SECTION X-X <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 />2x CRIPPLES @ <br />2"x10" OR GREATER HEADER <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />"--INTERIOR <br />HEADER <br />10d NAILS @ <br />8" O/C TYP. <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS. <br />DOUBLE 2x <br />EXTERIOR HEADERS <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />Nt <br />EACH SIDE <br />'IA' <br />0 <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEAR I NG/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <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 WASHE7R <br />(MIN. SHEAR 3500#. MIN. TYPICA\L <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/6x6 W1.4xW1-4 <br />WWF OR FIBERMESH <br />4. <br />E 4 4 <br />7 I= <br />— 1 _'[="T 4 <br />Cl) =I I MI I I—= 4-. <br />7 11 r=__ t 11 E. <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 />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 />9'-16' <br />(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 />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 />I USP SPT22 @ EA. STUD <br />-2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />(3)#5REBARON3"CHAIR--/j 4" 1 """' 1 1-81' <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 />Z <br />zom <br />z <br />CIL <br />Cz <br />Z <br />C—Z) <br />4-J LU <br />0 Lli <br />E <br />0 <br />2 cl) <br />C) <br />.20 <br />Ca <br />E <br />RIM _= <br />m -a m <br />- 'r- C`4 <br />0 2 � <br />C) 0 <br />4) <br />= LL <br />5 -2 <br />0 M <br />(n Jle <br />CL <br />CL, 4) <br />< <br />ur) &:s <br />< 6 <br />A <br />8D. <br />I <br />x C." 1) C <br />_\\N W t, <br />F Ci 5" <br />0 <br />"::U, <br />N <br />LLI 1. 1 LU <br />�U, <br />< <br />0'..'s 0 <br />a a <br />LL <br />C" 1 <br />W1 <br />" 41 <br />'I'll 11111111,00 <br />0 <br />To the best of the Engineer's knowledge, information, and <br />belief, 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 />0 <br />0 <br />z r-4 <br />0a) N <br />ii-I <br />:Lj C:) <br />L0 =) tD <br />0 rn 0 <br />CD <br />M <br />U-) (0 Ln <br />< L LL <br />CL <br />� (y) <br />M _4 <br />ca. CO <br />z <br />z E <br />z <br />Uj C;l, <br />_j C:) <br />W <br />ko <br />cx� <br />0 <br />> <br />22 <br />Ln <br />U) <br />__j <br />z <br />Ln <br />F- <br />r-4 <br />LU <br />M <br />0 <br />o <br />0 U. <br />agg <br />CII <br />< <br />Cr <br />08 <br />98� <br />ILL <br />z< <br />cz <br />a Lu <br />Z <br />z <br />LIJ <br />Ln <br />T-1 <br />. Lij <br />M <br />< <br />UJI <br />z <br />-z <br />LLI <br />00 <br />ko <br />LI <br />Z <br />z <br />tu— <br />Uj <br />0 <br />z <br />0 <br />rn <br />r�, <br />T__4 <br />5 <br />a- <br />:r <br />uj <br />x <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 2nO <br />SHEEr NO. <br />S6 <br />