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L (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4 K12. 7 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF INSULATIO BAFFLE INSTALLATION PER CHART ON SHEET S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE 2X BLOCKING @ EA WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE 2x BOT, PLATE W/ (2)10d @ 6" O.C. 3/4' PLYWOOD DECKING GLUED AND NAILED W/ 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL? SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE 'X" @ GARAGE ONLY) W/ 1 318' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = �� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. U_ j INSULATION PER �IY CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT Ix ILw EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a y AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE EC . : r v __ • .<. " ° •' . Q dA FINISH GRADE 00 —III—I I I —I ' I I —III —I I I-1 I III ° WW1.4xW1.4 II I —III —III —III —I I _T—I 11=1 � 1=1 I I I I I I '• , d " a _—_—_—_so III —III —I � 1- o z WWF OR FIBERMESH -I 111=1 I I=1 I I -I I -III=III=III I I II a° 'III —I 11=1 1- r III=II1- (3) # 5 REBAR ON 3" CHAIR 4I 1 • I 1=11 I I_I I'- STD. 90'HOOK " "' (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/ NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL--�, f BAND JOIST 'USP MP4F @ 24' O.C. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & NOTE: EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 2"x BOT. PLATE W/ (2) -10d @ 6" O.C. TRUSSMOIST A SCALE: N.T.S. S6 SCALE: N.T.S. 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: " USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. E S6 "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING ,..... WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 16" O.C. 2"x BOT. PLATE W/ - (2)10d @ 6" O.C. PRE-ENGINEERED FLOOR TRUSSES FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4)1/4" X 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. -USP HTA20 @ EA. TRUSS W/ 10 -10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4 -1-0 S6 B.U.C. 8 -10d NAILS TO STUD PER STRAP SYSTEM MSTAM 36 WALL LL SCALE: N.T.S. S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) 5/8"DIA. X 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > V-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 'II=III I II1—III I 1 I, , ,III —III —III —III —III —I 11- ' ' (3) #5 CONT. ON 3" iLI i i 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION KS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" S6 ADDITIONAL SLAB INFORMATION. 2 - S.P.F. #2 CONST. GRADE TOP PLA SPLICE MIN 48" APART NAII INI OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING C NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL E © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ©NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAIL INT. AT 6" O.C. W/8d COMMON NAIL )OR SYSTEM OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL ONO SPLICE @ HEADER - NAIL SHEATHING TO IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" old OF TOP PLATE TO BOT. OF TRUSS) NO * STRUCTURAL 1 OSB MIN. PLYWOOD SHEATHING JOINT BLOCKING IS REQ'D. SAME NAILING 2x4 P.T. BASE PLATE 15/32 EXP 1 OR 7/16" PATTERN REQ'D WALL SHEATHING INSTALL. & NAILING SCHED. C SCALE: N.T.S. S6 sF p�LNApo� 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS TB 1Od NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4" WALL 2' x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 114 1 2 1 2 1 USP LSTA30 V-9 (2) 3 (2) (2) (1) USP LSTA30 9'-16' (3) 3 (2) (3) (2) USP LSTA30 1 S4 BOX HEADER ONLY SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x STUDS TYP. D.T. BOT. PLATE FLOOR TRUSS / L-SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M S6 PLYWOOD SHEATHING (2) ROWS OF 2x BLOCKING NAILED PER NAILING SCHEDULE SEE @ THIRD POINTS DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 7/8" STUCCO FINISH PER ASTM C. 926 2"DIA.X 3/16" PLATE WASHER APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" (MIN. SHEAR MIN. TYPICAL OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 0#.) TENSION 2600#.) USP SPT22 @ EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE IV WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. ° Q " -:A.. `° 00 FINISH GRADE _ III _ -III-III .: •III 0 0 N ti O 6 N 00 04 U MOO 0 VJI 4-CO N O U) J 00LL 00i7 V! O ~ O L X O Q IV C CD O J) •� N 0Ca LL W ' J s Q 0) ^^ , L.L N ' W N Q Z co i < 0 Z ;0 1 Z , ' W 'Q J Q W > VJ , A title: -I I II HE -di °' °'•Ell I I; Z project no. 2017556 II I I I I I -I I —I o checked: AB/MC (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" drawn wi3" MIN. CLEARANCE '0 date: 10-09-17 ALTERNATE FOOTING V 0 a scale: @ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" FOR ADDITIONAL S6 OO INFORMATION. H S6 } a 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and pis certified as such. it: „ rA n rn , 1..;,,� i yTIF.rrr rr r; i—;r r_ I i i i— ter: i i — r y i n i t Al �r—