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(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION — 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SNII) CHART ON FLOO PLAN LUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 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 LU LU 16" O,C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 0 W 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 _j UJ LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = — 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" OIC TOONE SIDE OFTHE FLOORTRUSS FORAN AREA 1000SQ. B R �,FT, OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�rt S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM --METAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE A BARRIER 1/2" HIGH STRENGTH OR 5/8 GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL USP LSTA24 STRAP W/ 8-10d x 1 1/2"NAILS TO STUD rEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 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 z/1 2nd FLOOR WALL----- BAND JOIST 'USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL 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. USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS E S6 1711 CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C') U) Lj 4"x4" INSPECTION PORT AT cr CL EACH FILL CELL TYPICAL 2"x4" PANEL BLOCKING @ 48" O/C 1x WD FURRING @ 24" O.C. LU (n CL AT GARAGE CONTRACTOR FOR THE FIRST 8'-0" OF END BASEBOARD to TO CUT BLOCK OR POUR C14 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 4"to 6" BELOW GRADE DECKING --\ ATTACHED WALL SHEATHING 5K TO BOTTOM PLATE/CHORD W/ 8d '4 /FINISH 2K. @ 4" O/C, 2 ROWS STAGGERED 4 GRADE A. 4A 00 v ;0 A A 7 FLOOR TRUSS SEE FRAMING PLAN 6x6 W1.4xW1.4 9 Z FLOOR TRUSS WWF OR FIBERMES� 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--/ 411 (SEE DETAIL) O/C FOR THE 1 ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO W/3" MIN. CLEARANCE END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" TYP 2-STORY WALL SECTION ri END INTO 2"X4" BLOCKING EMBEDMENT IN CONIC. SCALE: 3/4"=V-0" q6 2ND FLOOR FRAME CONNECTION � �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" 1\ �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 11" 2"x BOT. PLAT[ (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUSIE 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 2 1/4" TITEN SCREWS TO MANSONRY 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 11/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK B SCALE: 3/411=1 #_off S6 B.U,C. 8 - 10d NAILS TO STUD PER STRAP MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" �6 NOTE: SEE SHEATHING SEE TYPICAL WALL SECTION 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. < V-15". (2) 5/8"DIA x 10" "J" BOLT W/ 8" ROWS OF 2X BLOCKING @ 3rd PTS EMBED*MENT @ 24" O.C. W/ FOR WALL HGT, > 8'-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 li-- A A 4� 'd A 0 'A (3) #5 CONT. ON 3" 8" 1'�� V-8" 8" CHAIR W/ 3" MIN. I I I CLEARANCE INTERIOR 2-STORY FRAME SECTION le"'S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 102" OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING 0 REQUIRED I SECTION X- NOT FULL HEIGHT SHE (2)- 2x TOP PLATE BEYOND —15/32" OSB EXPOSUREl SHEATHING Lu SOLID 2x BLOCKING 0 ALL 0] SHEATHING 0 EDGES(SEE U) OPENING 1 SECTION X-X) L C R Lu —2x STUDS Lu BEYOND. u) SEE PLAN 21 1 IV _11� \-2x'4 P.T. BASE 2x RIBBON OR-/)" VERTICAL ��FIORIZONTAL PLATE BEYOND SEE PLAN 13LOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. 2 2 5 FT. 4 FT. 5 FT. 4 FT. 2 0 4 FT 4 FT. 4 FT. 2x CRIPPLES @ — 16" O.C, W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM ROOF NAILI H E : NAILING ZONES (SIJ INGLE AND T LE U) Lu ZONE 1: Bd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD U) ZONE 2:8d RING SHANK NAILS @ 6"C.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 Eld RING SHANK NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD (D z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING U_ 0 SHANK NAILS) NOTE: (n ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 Lu u- 8 a SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO U) uu- STUD AND OR BLOCKING AT ALL EDGES. '2u,00 LL AMINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT . PENETRATE SURFACE MORE THAN 1/8" "S" = NAIL 3/8" 3/8" SPACING 4" 1/2" S 1/2- ac--it 1/2" 4__ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACIN ' G NAIL AT BASE 2 ROWS @ 4" D.C. W18cl COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W18d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/Eld COMMON NAIL @ NAIL INT. AT 3" D.C. W/8cl COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O,C. @ (2) 8d NAILS @ Y D.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END OTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" 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 W1 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END, NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ Y O.C. WALL SHEATHING INSTALL. & NAILING SCHED. � �6 S4 BOX HEADER ONLY 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. 6 W1.4xW1A SLAB W/ 6x WWF OR FIBERMESH 7 .A E ..A C,4 'A* 'A M I M I 4- =-.I I 1E1 1511 1= - —11 1=1 I JEE1 I 1 fl Ll I 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"xl 0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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. P.T. BOT. PLATE FLOOR TRUSS me HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4" WALL 2"X 6" ILL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'4-_ (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 91-16, (3) (3) (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. 00 FINISH GRADE 0? 11-1 I�L—I I (3) # 5 REBAR ON 3" CHAIR ----14" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD IIST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. (D M 7 co z 10 = < I Ck- z (A QD Q) 4-j Lu (Z 0 U — LU 0 E 0 0 U) M LU E 8 as C1`1 a) ce) 0) 0 M Cl) cm a M Ic C14 000 U. 00 = - 00 0 M X C1. < 0 CL < A 8 D. N. r. 8 1). C Ick" 44 z C*4 0., 4 r - 04 0 gr . Mi %L 0 15 z F L C4 0 a 0 * OF z E S us W A 10 - - d ic �0- IRli . 100 El 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 5th 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. CD 0 z r1j 0 cu r-, 1-4 W CD 14 CD > Lf) ro P-4 M a 0 , N 4-J Lr) Ira Lr) _0 z (n v- " 01 N (v 0 Ln C:L ell-, U CL 00 z E 3: z C:) WLU _j C:) 80 M 33! Lu -1 9: g� I 10 8 Ln z 0 -a N Ln z W > ("-4 U < LU 0 I- F= 0 I r x 6 gi� < U 0 r-4 r11-% ILI 0. z azr . < Z v- (*-4 a Uj 0: t!� 0 �gj� Z LU Lf) L LU < z co 14 z Z tu Uj lr�l U SCALE AS NOTED DATE 2/24/2014 TECH: FLORES F VERSION NO. 10 SHEET NO. S6