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USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2x STUDS @ 16" O.C. & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING (2)10d @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON NOTE: EXTEND SHEATHING TO 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2"x BOT. PLATE W/ (2) -10d @ 6" O.C. 2X4 RIBBONS, EACH W/ 4-16d BEAMIGIRDER NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. e ; USP HTA20 @ EA. TRUSS W/ 10 - 10d x 1 1/2" NAILS INTO FLOOR FLOOR TRUSS/JOIST PRE-ENGINEERED FLOOR TRUSSES TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK r� (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (21 LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR R OF>PITJCH 4:12 OR LESS. c C 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. ROOFING (SHINGLES) FOR UNDERLAYMENT INSULATION BAFFLE SHINGLE ROOF REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION PER SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS in W c = W/ (4)16d TOENAILS TO TOP PLATE 0 rn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d = w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD =INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR II MOISTURE BARRIER J 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" ` GYP. TYPE " X' @ GARAGE ONLY) W/ 1318' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB "XWX16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL fq BAND JOIST *USP MP4F @ 24" O.C. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-10d 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. SCALE: N.T.S SCALE: N.T.S. m 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. SPACER BLOCKS © 1 70^" "r CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. �S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M cW� 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 2"x4" PANEL BLOCKING @ 48" O/C 1x WD FURRING @ 24" O.C. a w AT GARAGE CONTRACTOR FOR THE FIRST 8'-0" OF END BASEBOARD N TO CUT BLOCK OR POUR WALL FROM EA. END. (TYP.) TOP & MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 16d TOE NAILS SECTION J/S6 .� MUNICIPALITY 410 6" BELOW GRADE DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d c @ 4" 0/C, 2 ROWS STAGGERED ,. a •:.e FINISH GRADE M •' •' °O FLOOR TRUSS SEE FRAMING PLAN 6x6 W1.4xW1.4 _ • a .. . 4 . Q z r FLOOR TRUSS WWF OR FIBERMESH _ .. ;- SEE FRAMING WEEP SCREED •� PLAN INSTALLED PER MANUF. STD. 90'HOOK 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ (3) # 5 REBAR ON 3" CHAIR 4" (SEE DETAIL) 0/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO W/3"MIN. CLEARANCE END WALL W/ (2)1Odx3" @ EA. BLOCKING TRUSS & MIN. 4" TYP 2-STORY WALL SECTION END INTO 2"x4" BLOCKING JIMEMBEDMENT IN CONC. SCALE:3l4"=1'-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS m DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-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. �X_ TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ,A , • do . is 81 1'-8" r 8„ CLEARANCEM N *�:r(3) #5 CONT, ON 3" INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. B (2)- 2x TOP PLATE BEYOND 15/3ross II II EXPOSURE 1 II SHEATHING II II II II PROVIDE II D it II II BLOCKING AS I II REQUIRED PER — SECTION X-X IF II NOT FULL II HEIGHT SHEET C II II II II u II II II G FLOOR SYST -----= r--�tr—=rr== 15/3YOSB II I I II II I I EXPOSURE 1 F i I II II II I SHEATHING w III 11 II II I = III SOLID 2x o III III III II II II I III II II II I BLOCKING @ ALL III III II C II I SHEATHING EDGES (SEE III OPENING III II II I SECTION X-X III II I II a v II III II C01 — — II III x— ELu III III III II II III II II II I 2xSTUDSLU Tl 1r III I I I II I p l II I I II BEYOND. III I I I II I II I II II I I SEE PLAN o III I I I II I III II II II I y III I I II I 1_I1__1LJ III 11 II II I 2x4 P.T, BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM MAI 1 r1 r'\/A'rJ^k1 111A^MAII j 4 FT. ------------- I I Q31 I I 1O L---------------------------2- 5 FT.I 4 FT. O 5 FT.I 4 FT. ------------------0 I I OI O I L---- - 4 FT. Q O ROOF NAILING ZONE DIAGRAM 2x CRIPPLES @ - 16' O.C. W/ (2)12d TOENAILS T/B 1 Od NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6' O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4' O.C. ON EDGE AND 4- O.0 IN FIELD (NOTE: IF SW PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1)11' PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 11T SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118" 3/8" "S" = NAIL 318" SPACING I S 3/4" I S 112" I 7� t/2" S t1^ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL Q 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 3' O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4' O.C. QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/7 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ W16" OSS FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 21 8d NAILS @ 3.O.C. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. oF� 04 R�OR 4 FT 0 J a z Z W Cn I O a Oo82 9 pmmLL� Z_ U) gLL� NW&p vma M 0 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S� INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 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 SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 f WWF OR FIBERMESH A. E e "' -III—I I I_I I I —I I ' • '•. • A' • . IMII—III ::•• -1 � I —III I I a ,• •• .• ; 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 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 14 1) 2 1 2 (1) USP LSTA30- 4'-9 (2) (3) (2) (2) (1) USP LSTA30 9'-16 (3) (3) 1 (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. `USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. Co FINISH GRADE r IIII;II �� - III-III=III (3) # 5 REBAR ON 3" CHAIR 4" 1 t8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. V S6 Z c Z rO Z� Q J CzZ V) (1) U—) 4-J U—) w o_U — .LwO = o�(DM Vi = ~ o0 m n U ~ —8 mM C m co .2 co 000 _ LL 00 = Y Q °ol 1� C$L, a �i Q o A' NCB�DC •lit UJ �1 U. -ru. oz� {i1 Uj n H I:, LL W �$ dAn _X%_ o' To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N OWN N tY f O z M Q � M Ln WON el Q Ln L_U_ a tjrn a00 Q O W Z M J d" J 0 Ir z Lu L. in 2 z 0 < 0✓ a U W to $43WN N z® Ln N Ln 03 o O Q^ M F1 ��om6 ro z LU CL WUj a L80 �a Wo8� �- cv I o Z .. .. Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. S6 (MONO)